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17A-162 (2) NORTON S. RE _ R, P.E._ CONSULTING ENGINES RS EIGHTEEN JOHN STREET Pt_AGE!WORCESTZR, MA 0 1609-2667 f5081 756-2777• FAX(508)756-3844 —� Mark Gotobed Hartford Conservatories 96A Commerce Way Woburn,MA 01801 July z1,2000 Re- Roof Wind Load Design-Florida Dear Mark: I have reviewed the conservatories for a wind load based on a wind speed of 125 mph,which I understand,is the design standard for Miami,Florida. The design of the roof panel attachment has changed since the load tests were carried out on the conservatories.The present attachment of the roof panels is much more substantial and positive. r� The roof panels axe held in place by a metal bar that is attached to the main structural system with #8 wood screws spaced at 12 inches on center along the two tong sides of the panels. I have calculated the worst case uplift on the panels for the rase of a I25 mph wind from any direction,The Exposure Condition was assumed to be Exposure C. Exposure D is the worst case i kand involves situations where the conservatory would be located with a direct exposure to the full 4.)�teffect of hurricane level winds in an environment that involved a level expanse of at Ieast 15oo feet in all directions with no protection for the structure.When a conservatory is proposed to be located in such an exposure situation I would recommend that the special conditions be analyzed individually. For all other conditions I have found that the present arrangement of the roof panels would provide a factor of safety of at least 2 in resisting the 125 mph wind loads.This will certify that the proposed arrangement of roof panel attachment will satisfactorily resist the design wind loads and will Mf provide a factor of safety of approximately 2 for the worst c dition. sincer I! y>i.^"'_" j,%� /�!'^''�\?rte �`. :�� •' ` _ate �}� i 1�wr•e�.�-y`,`ir i CY f `tom ��'��•'t e.,ili{'„}Iy• ,• f i i'A 1111E Norton S.Remer,P.E. r ` k � ` m )IF?J 11 lll'•L. . ) Memorandum To: HCI Dealers From: Rudy Gerundo Date: 7/26/00 Re: Increased Wind Load Capacity GOOD NEWS Hartford Conservatories has just received an upgraded certificate from our engineer raising the wind load rating of our conservatory to 125 miles per hour. The increased rating means that we exceed the requirements of wind load capacity in The United States and Canada. This coupled with our snow load capacity of 144.2 pounds per square foot ensures that we have the highest quality product on the market. Enclosed you will find a copy of the certificate which you should attach to the engineering report in your Dealer Manual. All future engineering reports that we provide will reflect this upgrade. We know this improvement will give your customers added confidence that they are buying a superior product that enhances their home and outperforms the competition. 1 Robert D. Clary, P.E.P.C. 523 W.27"h st.,suite C Cheyenne,WY 82ooi Phone:307-637-3273 FAX:307-6344D067 June 6, 1999 Mr. Dick Mason Chief Building Inspector City of Cheyenne 2101 O'Neil Ave. Cheyenne, Wyoming 82001 Re: Green house foundation and structure for the residence located at 536 Gramercy. Dear Mr. Mason: I have reviewed the design drawings and the structural calculation for the Hartford Conservatories Model F-7 and find that it meets the requirements for the prescribed loadings'. required by the UBC. I have also designed a foundation and a knee wall construction of brick on which to mount the green house structure. A copy of the typical wall foundation section is enclosed. Please call me if you have any questions. Ve y ours, .C141 Robert D. Clary, P.E. P.C. �4 7 q pate C1 99071 536 Gramercy Dr-Green Hse Fdn W Y 0 �� ONMOUP ENGINEERINGyPO i April 1, 1998 Mr. Charles Bushong Hartford Conservatories, Inc. 96A Commerce Way Woburn, AMA Re: Structure for Conservatory 98114 Dear Mr. Bushoag; At your request, Goughnour Engineering, PC, has reviewed the report prepared by Norton S. Remmer. P.B., concerning the structural capacity of Hartford Conservatories. In our opinion, the Conservatories are designed to support the live and wind toads required by the 1993 BOLA cede and the current Virginia Uniform Building; code. That is, that, the Conservatories will support a roof live load of 30 psf and a wind load of 8o niph. Thant: you for this opportunity to be of service. if you have any further questions regarding this report, please do not hesitate to contact us. Very"y 's` E. T President � Cf �' v�r; fJGi}i2GL`r 92 G 4�; CONSULTiN[S n-rRUCTUI?Al. ENCINcr-R2 200 ELDEN STREET, SUITE ;417 + HERNDON, VA ZO 1 ?n • 703-:+U4-U551 • 703-4Q4-0652 F4X 04/02/98 12:25 TX/RX N0.0308 P.002 t / i v f 1 ,t ♦t Branch Engineering 310 North Fifth Street . Springfield, OR 97477 Telephone (503) 746-0637 Telefax (503) 746-0389 STRUCTURAL CALCULATIONS PROJECT NAME: Jim Ellison, 1961 Finch Lane, Eugene PROJECT 97-171 BY: Rene Fabricant DATE 1 8-26-97 NO. Reviewed: 7• Tl'-��i �i-lZ-`�7 ELEMENT UNIT VALUE SEISMIC ZONE 3 WIND VELOCITY/EXPOSURE 80 MPH EXP. B SOIL ALLOWABLE BEARING (20% increase; per foot of depth) 1000 PSF SNOW LOAD 25 PSF ROOF DEAD LOAD 10 PSF WOOD SPECIES : DARK RED MERANTI Fb 1856 PSI F 217 PSI E 1.66x10^6 PSI PROJECT DESCRIPTION: ENGINEERING EVALUATION IN ACCORDANCE WITH THE STATE OF OREGON ONE AND TWO FAMILY DWELLING CODE . LATERAL FORCE ANALYSIS AND GRAVITY LOAD ANALYSIS FOR "WINDSOR" SUNROOM ASSEMBLY DETAILS AS PROVIDED BY MANUFACTURER (HARTFORD CONSERVATORIES) �0 PR OiN � 8. %-,00/ > s aaa� r NORTON S. REMMER, P.E. CONSULTING ENGINEERS _ EIGHTEEN JOHN STREET PLACE•WORCESTER,MA 01609-2667•(508)756-2T77•FAX(508)756-3840 i s Mr.Mark Gotobed Hartford Conservatories 96A Commerce Way ' Woburn,MA 01801 April 29, 1997 Re: Hartford Conservatories: Canadian Snow Loads Dear Mark: I have reviewed the roof snow load design requirements of the 1995 National Building Code of Canada- The snow load calculations are very similar to the snow load calculations of ASCE 7-93 published by the American Society of Civil Engineers and used as the basis for snow load calculations in the United States. Based on our tests and calculations the conservatories would be capable of supporting a design snow load, considering the appropriate calculations involving drifting and sliding snow, that is based on a Ground Snow Load Ss of up to 2.7 kPa for the worst condition. Some typical values for various locations in Canada areas follows: t L(X AnON kPa Victoria, B-C. 1.4 Vancouver,B.C. 1.6 Edmonton, Alb. 1.6 Saskatoon,Sask. 1.6 Winnipeg,Man. 1.7 = Toronto,Ont_ 0.8 Quebec City,Qu. 3.3 This value would exceed the design assumptions used for 4 the worst case scenario but could be acceptable if there was limited driftine conditions. Sinc ely, , 1 °-Norton S. hemmer, P.1=_ I OOPM F MAU57RT.L^OOR IABgS ANO OVAL""E`A710"s 960058-0 W1%N■ N no Approval # Safety & Buildings Division 201 East Washington Avenue P.O. Box 7969 Madison, WI 53707 Wisconsin Material Approval Material Patio Room Enclosure System Hartford Conservatories Inc_ 96A Commerce Way Inc- Manufacturer Woburn,Ma. 01801 SCOPE OF EVALUATION The Patio Room Enclosure System(plan layouts,types D&F)manufactured by Hartford Conservatories Inc.,has been evaluated for conformance to the structural requirements of the current edition of the Wisconsin Administrative Uniform Dwelling Code(UDC),light- transmitting plastics requirements of s. H-BR 51.065; interior fin ish requirements of S- II.HR 51.07; safety glazing requirements of s. ILHR 51.14; structural requirements of s. ILHR 53-10,53.11,53.12,53.16,5350;53.60,and 53.61 ; and the thermal performance requirements of s. ILHR 63.10, 11 ,and 12 of the current edition of the Wisconsin Administrative Building and Heating,Ventilating and Air Conditioning Code. DESCRIPTION AND USE The Hartford Conservatories Patio Room Enclosure System was formally"Hunter Conservatories". The Hartford Conservatories Patio Room Enclosure System consists of a structural system of metal(steel or aluminum),or Dark Red Meranti(a tropical hardwood)_ suns SAFE UNDERWRrI ERS7 REVIEW SERVICES CONSULTANT PRESIDENT.R.K_Varma,P_E_,MIEEE,MAEE,MIA_EL_INSP_ 356 Martingale Drive Dr.V.K_Varma,Ph-D-, Camp Hill,PA 17011 RE_,Fellow,A.S.CE_ (717)774-2037 Fax(717)540-9767 FIELD ENGINEER Geo(Iery M_Gooley NORTON_S.REIRIER,PE- JULY 20,1996_ CONSULTING ENGINEERS EIGHTEEN JOHN STREET PLACE WORCESTER,MA 01609-2667_ RE: HARTFORD CONSERVATORIES_ Dear Mr_ Norton: I am in receipt of all your packages containing calculations,test data and other related materials_I must thank you first of--all for your rapid responses on the few concerns I had regarding applicable snow loads in the state of PA but you clarified them to my full satisfaction_ Pursuant to your request to investigate and check the calculations for Hartford Conservatories for compliance with the applicable codes in PA,I have thoroughly reviewed the submitted calculations and find these in order- I am affixing my seal of approval on the said calculations,the approval being limited to the data supplied,materials used and tests performed and evaluated_Any deviation in materials used would have to be re-e valuated_ THANKS__ SINCERELY, RK VARMA,PE- - V . Int.-Office: Hauz Khas 110016_ cooGect HARTFORD CONSERVATORIES USA a sneer No: Contract No: Subject Date: _ MAR =:= CONSERVATORY TYPE D4 (SAN DIEGO) Engineer: Tie Bar Pst = fyA Where fy = 33 000 psi (227 N/mm2) Dia. regd. _ 1-10.9 x 103 x 4 = 8.8 mm 227 Use 10 mm dia mild steel bar- (minimum) Check panel iamb under A-frame Cross sectional area 2No.jambs = 4964 mm2 le = (1650 x 0.8) _ 34= 39 K = 19 d F'c = 0.3 x 10 300 = 2.03 N/mm2 t 392 Allowable load = 2.03 x 4964 x 10-3 = 10.07 M per jamb Actual load = 3.35 kN - OK cx,t`g`L HARTFORD CONSERVATORIES USA Contract No: 2982 subject oats MAR 1996 CONSERVATORY TYPE D 4- (SAN DIEGO) e neer THE fc = 11.45 x 103_ = 1.88 Nlmm2 44 x 138 Le = (I 582 _ cos 17) x 0.8 = 1323 mm le = 1323 = 30 d 44 K = 0.671 x f 10 300 = 19 Ct = 1 + 1.2 x 103 x 52" = 1.05 12.6 0.819 x 1.46 x 106 F'c = 0.3 x 10 300 x 1.05 = 3.6 N/mm2 > 1.88 -OK 302 Check bearing on rafter tie member Bearing area = (65 x 44) - (17 x 37) = 2231 mm2 44 fc = 10.96 x 103 = 4.9 N/mm2 2231 fn = 12.6 x 2.86 = 9.76 N/mm2 > 4.9 - OK 12.6 sin 217 + 2.86 cos217 oontinued...-. .. r co"t` HARTFORD CONSERVATORIES USA' met�`� Contract No: 29c Subject: Date: MAR 149:- CONSERVATORY TYPE D4- (SAN DIEGO) engineer WE W - FRAME P1 P2 P2 RL RR P, = Ridge Board + Radial rafters + 100 lb point load. Ridge Board = 1.06 x 1.582 x(3.463- 1.626) = 1.54 2 Radial rafters= 0.59 x 8 = 4.72 Point Lod (100 lb) = 0.44 6.70 kN f P2 = Purlin = Small therefore ignore(taken into account in P1) RL = RR = 6.7 _ 2 = 3.35 M. Resolve forces at bearing F�Rer = 3.35 = '11.45 kN (comp) sin 17 F = 3.35 = 10.96 kN (tension Tan 17 Ccntiacf st,eci No: 07 HARTFORD CONSERVATORIES-USA Contract No: 2982 Date: M subject AR 1996 CONSERVATORY TYPE D4- (SAN DIEGO) Engineer. THE RADIAL RAFTERS Maximum span = 1626 _ cos 11�9 = 1658 mm (on plan) w = (0.1 + 0.96) x 0.627 x 1.658 x 0.5 = 0.55 kN (triangular) P = 0.44 kN (mid span) RL" _ (0.55 x 0.33) + (0.44 x 0.5) = 0.40 kN RR = (0.55 + 0.44) - 0.4 = 0.59 M M = (0.55 x 1.658 x 0.167) + (0.44 x 1.658 x 0.25) = 0.33 kNm fb = (0.33 x 106) _ (139 x 103) = 2.4 Nlmm2 < Fb f Da = 0-01304'x 16583 x 0.55 x 103 + 0.44 x 103 x 16583 I 10300 x 9636 x103 48 x 10300 x 9636 x103 0.75 mm-OK t Check shear stress at notch d = 138_ cos 30° = 159 ON d' = 159 -50 = 109 mm of V = 2 x 44 x 109 x 1.50 x 109 3 159 30° 3.29 kN > 0.59 - OK -- 63 Use 44 x 138 Red meranti -c:onuaci: Sheet No: i HARTFORD CONSERVATORIES. Comma t4o-- 2982 Subject; Date: MAR 19966 CONSERVATORY TYPE D4-(SAN DIEGO) Est TMF::� COMMON RAFTERS Maximum Span = 1580 mm (on plan) Purlin reaction + 100 lb point load P. = 0.7 kN M = 0.7 x 1.58 x 0.25 = 0.27kNm. Try 44 x 138 Red meranti S = 139 x 103 mm3 1 = 9636 x 103 mm" #b = (0.27 x 106) _ (139 x 103) = 1.94 N/mm2 < Fb Da = 0.7 x 103 x 15803 = 0.6mm - OK 48 x 10 300 x 9636 x 103 Use 44 x 138 Red meranti i Contract; Street NO: HARTFORD CONSERVATORIES USA 05 Contract No: 2982 Subject: !)ate: - MAR 1996 CONSERVATORY TYPE D4-(SAN DIEGO) Engineer: THE PURLINS span = 627 mm w (Dead + imposed) (0.1 + 0.96) x 1.58 x 0,5 = 0.84 kNlm concentrated load P = 1001b = 0.44 kN R! = RR = (0.84 x 0.627 x 0.5) + (0.44 x 0.5) = 0.48 kN M = (0.84 x 0.6272 x 0.125) + (0.44 x 0.627 x 0.25) = 0.11 M m Try 69 x 44 Red meranti. S = 22.3 x 103 mm3 1 = 490 x 103 mm4 fb = (0.11 x 106) _ (22.3 x 103) = 4.94 N/mm2 Fb= 12.8 x 1.25 = 16N/mm2 >' fb-OK Da = 5 x 0.527 x 103 x 6273 + 0.44 X 103 x 6273 384 x 10300 x 490 x 103 48 x 10300 x 490 x 103 0.78 mm span - OK. j 804 Use 69 x 44 Red meranti pudin c -o —I 3165 TNo ru M 2 Nz- I D1 D2 D3 D4 DS D6 D7 V. 4419 O ;o M t\ Z m M. v ° v C N 00 N F1 F-2 F"3 F4 FS F6 ul M � HARTFORD CONSERVATORIES INC. i 1 �^ DIMENSIONS SHOVN ARE EXTERNAL FRAME DIMENSIONS,\ 1 D4 EXAMPLE F4 EXAMPLE r 7 1 xicxu BVIL0INC SUAPVEs. A 24. ; THIO ORATING IO THt rAOr ZX,. OF TICW Mt.ALL MOM 11MM.NO PART 10.94 FIRST ISSUE. OF THI! DRATIRO.YAY It R "COJCM OA TRAR710TTE0 IN ANY YORY TITHOVY"it ? IC z fSSUE DATE REMARKS ; !? nnx sc= DIUT NBK+ DRAWING No. ISSUE Q q U.S.A VICTORIAN STYLE nu Ne, CHKE ECD BY:- 00993 A o PLAN LAYOUT • ;o n � co � m rn Contract: , Sheet No: HARTFORD CONSERVATORIES USA :' 03 , Contract No: 2982 Subject• •Date: MAR 1996 WIND LOADINGS (SAN DIEGO) FEnglneer. THE BASIC WIND SPEED = 70 MPH ASSUME EXPOSURE 'D' Ce = 1.39 (ASSUME < 15'ABOVE G-L) Ce 'SYSTEM' = WALLS + 0.8 -0-5 ROOF + 0-3 -0-7 'ELEMENT _ WALLS + 1-2 - 1.2 ROOF - 1-3 qs (SEE 2320) = 12.6 x 0-75 = 10.0 psf(min) Importance factor 1 = 1.0 DESIGN WAND PRESSURES = 1.39 x Cq x 10.0 x 1.0 = 13.9 Cq psf (kN/m2) 'SYSTEM' WALLS + 112 (0.53) -6.95 (0.33) ROOF + 4.17 (0.19) -9.73 (0.46) 'ELEMENT WALLS + 16.68 (0.79) -16.68 (0.79) ROOF ' - 18.07 (0.86) ontrnct sheet No' HARTFORD CONSERVATORIES USA ` A= ..: 02=- Contract No_ 2982 subject Date. MAR 1996 DESIGN LOADINGS (SAN DIEGO) Engineer. THE ROOF kN/m2 DEAD LOADS:- PURLINS, RAFTERS ETC_ = 0.05 POLYCARBONATE SHEET = 0.05 (170&30°PITCH) TOTAL = 0.10 r LIVE LOADS:- (TABLE 23C UBC) PITCH 170 = 1:3.3 - 3.6"/ft 20psf = 0.96 kN/m2 PITCH 300 = 1:1.73 6.9"/ft 16psf = 0.77 kN/m2 SPECIAL ROOF LOAD-2305(E)POINT LOAD - 100 lb = 0.44 kN WALLS DOUBLE GLAZED PANELS 3.3 psf = 0.16 kNle ADD NOMINAL 10%TO CALCULATE OVERALL PANEL WT INCLUDING TIMBER ETC- 0.16X1-1 = 0.17 kNle ConiracL. Sheet No; HARTFORD CONSERVATORIES USA 01'`' :_; Contract No: 2982 Subject Date. MAR 1996 DESIGN BRIEF Engineer: THE BRIEF TO DESIGN TIMBER CONSERVATORIES FOR CONSTRUCTION IN SAN DIEGO CA.AND SURROUNDING STATES. GENERAL THESE CALCULATIONS SHALL BE READ IN CONJUNCTION WITH HARTFORD CONSERVATORIES TEST AND REGULATORY REPORT PREPARED BY NORTON S. REMMER, P.E. CONSULTING ENGINEERS. 5/31/1994. THESE CALCULATIONS HAVE BEEN PREPARED USING METRIC UNITS. STABILITY IT IS ASSUMED THAT LATERAL STABILITY IS ACHIEVED BY THE DIAPHRAGM ACTION OF WALL GLAZING AND ROOF POLYCARBONATE PANELS. DESIGN CODES U.S.A. UNIFORM BUILDING CODE 1991 EDITION. MATERIALS - .. FROM INFORMATION SUPPLIED BY UK TIMBER RESEARCH AND DEVELOPMENT ASSOCIATION THE FOLLOWING DRY GRADE STRESSES AND MODULI HAVE BEEN ASSUMED FOR TIMBER= DARK RED MERANTI BENDING PARALLEL TO GRAIN = 12.8 N/mm2 TENSION PARALLEL TO GRAIN - 7.73 N/mm2 COMPRESSION PARALLEL TO GRAIN = 12.6 N/mm2 COMPRESSION PERPENDICULAR TO GRAIN = 2.86 N/mm2 SHEAR PARALLEL TO GRAIN = 1.50 N/mm2 E MEAN - 12600 N/mm2 E MINIMUM = 10300 N/mm2 r STRUCTURAL CALCULATIONS CONSERVATORY TYPE D4 SAN DIEGO Client HARTFORD CONSERVATORIES INC_ 6-E GILL STREET WOBURN MA 01801 USA Engineers SIMPSON ASSOCIATES Consulting Engineers. 1 Market Place Mews Henley-on-Thames Oxfordshire RG9 2AH ENGLAND Job No. 2982 DatQ. May 1996 HARTFORD CONSERVATORIES-11SA Contract No: 3007 blect Date: MAY 1996 1 CONSERVATORY TYPE F (WISCONSIN) Engineer. JEM Tie Bar Pst = fyA Where fy = 33 000 I*i (227 NImm2) Oia. regd. _ ,/-23.3 x 103 x 4 - 11.4 mm 227 x Use 12 mm dia mild steel bar- (minimum) Check panel iamb under A-frame Cross sectional area 2 No.jambs = 4964 mm2 t le = (1650 x 0.8) _ 34= 39 K = 19 d F'c = 0.3 x 10 300 = 2.03 NImm2 392 Allowable load - 2.03 x 4964 x 1 10.07 kN per jamb Actual load - 7.10 kN - OK MW sheet No: . ' HARTFORD CONSERVATORIES=USA F-1 I Contract No: 3007 ,ub(ect Date: MAY 1996 TYPE F-'A' FRAME (WISCONSIN) Engineer. ,EM fc = 24.3 x 103_ = 4.0 N/mm2 44 x 138 le = (2200—cos 17°) x 0.5 = 1150 mm le = 1150 = 26 d 44 K = 0.671 x F- 10 300 = 19 Ct = 1 + 1.2 x 103 x 45" = 1.045 12.6 0.819 x 1.46 x 106 F'c = 0.3 x 10 300 x 1.045 = 4.78 N/mm2 > fc - OK 262 Check bearing on rafter tie member Bearing area = 2258 mm2 fc = 23.3 x 103 = 10.3 N/mm2 2258 44 fg = 12.6 x 1.15 = 14.49 N/mm2 fn = 14.5 x 2.86 = 10.9 N/mm2 > fc - OK 14.5 sin 217 +2.86 cos217 ShetLiVO - - Coata+cl HARTFORD CONSERVATORIES'USA. .,_ P• ;r '' t :� 4 7 Y 4 ' t' y ¢-t. „� -10 {Y contract No: 3007 Date. Subject MAY 1996 TYPE F-'A' FRAME (WISCONSIN) Engineer. - JEM WORST CASE FOR 'A' - FRAME F3 (Dead +Snow) P1 A1.EA=2. 7ri2 ARE =0.34m2 1`1_ R 220 Loading at 1.25m (dead +snow) = 5.0kNIm2 P, = 5.0x2.17 = 10.85 P2= 5.0x0.34 x2 = 3.40 14.25 kN 1 RL = RR = 7.12 kN. Resolve forces at bearing Fier = 7.12 = 24.3 kN (comp) sin 17° F fie = 7.12 — 23.3 kN (tension) Tan 17° CoalracN HARTFORD CONSERVATORIES-USA sneer No.. .= F 9 ' Contract No: 3007 Subject: Date: MAY 1996 TYPE'F- RADIAL RAFTER (WISCONSIN) Frgtrreer. JEM WORST CASE FOR RADIAL RAFTER = F1 (Dead + Snow) Maximum span = 2200 - cos 210 = 2297 mm Loaded area = 0.72 m2 (triangular). Average snow load at hip end = 6.33 +4.48 = 5.4 kNIm2 2 w = (0.1 + 5.4) x 0.72 = 3.96 kN AREA=0.72m2 REAVES = 3.96 x 2 = 2-64 kN _�_ 3 16* i RAPEX = 3.96 = 1.32 kN 3 97 22 M = 3.96 x 2.29 = 1.5 kNm 6 Try 44 x 138 Red meranti ( as common rafter) fb = (1.5 x 106) - (139 x 103) = 10.8 NImm2 < Fb Check shear stress at notch d = 138. cos 300 = 159 �. o d' = 159 -50 = 109 mm m u� V = 2x44x 109x1.5x 109 3 159 30' 3.29 kN > 1.32 kN - OK 63 Use 44 x 138 Red meranti a'ifacL HARTFORD CONSERVATORIES USA r-08 Contract No: 3007 ' Date: "ubjec MAY 1996 TYPE F-COMMON RAFTER (WISCONSIN) Engineer: J EM WORST CASE FOR COMMON RAFTER= F 3 (Dead + Snow) AREA=1.03m2 Span - 2200 mm (on plan) Average loading (dead+snow) = 5.71 kN/m2 UDL load W = 5.71 x 1.03 = 5.88 kN M - - 5.88x2-2x0-125 = 1.6 kNm. Try 44 x 138 Red meranti S = 139x 103 mm3 I = 9636 x 103 mm'4 fb = (1.6 x 106) _ (139x 103) = 11.5 N/mm2 < Fb Da = 5 x 5.88 x 103 x 22003 - 8.2 mm - OK(extreme case) 384 x 10 300 x 9636 x 103 Use 44 x 138 Red meranti contract= F 7 HARTFORD CONSERVATORIES ::USA :: ��.�a :` <:�_ }.- _ sneer Na: _ Contract No: 3007 Date. Subject MAY 1996 CONSERVATORY TYPE F-(WISCONSIN) Engineer. JEM PURLINS Worst Case for Purlin = F2 (Dead +Snow) span = 627mm Rafter span = 2200 mm (on plan) snow-loading against house - 6.33 kN/m2 snow loading at 1 st rafter - 5.62 Me Dead load on purlin - 0.1 x 2.2 x 0.5 = 0.11 kN1m Snow load on purlin (ave) - 5.97 x 2.2 x 0.5 = 6.57 kN/m w= ' (0.11 +6.57) x 0.627 = 4.18 kN RL = RR= 4.18 _ 2 = 2.09 kN M = 4.18 x 0.627 x 0.125 = 0.32 kNm Try 69 x 44 Red meranti. . S = 22.3 x 103 mm' 1 = 490 x 103 mm' i - fb = (0.32 x 106) - (22.3 x 103) = 14.3 NIme Fb= 12.8 x 1.15 = 14.7 N/mm' > fb-OK Use 69 x 44 Red meranti. z ..� 3165 ;0 o o ^ M C n �o M °v t Z D1 D2 ' D3 D4 DS D6 D7 m D 0 0 4419 Qo M m M V* `� C �p N F1 F2 F3 F4 F5 F6 -T d d M � HARTFORD CONSERVATORIES INC, DIMENSIONS SHOVN ARE EXTERNAL FRAME DIMENSIONS. D4 EXAMPLE; F4 EXAMPLE F 7 incKm Bu z= SUPPULS. A 24.!0.94 FIRST ISSUE. 1HIS ONA*INO q tHt no, Of 110=M&ALL MOH"tts—t.NO TAM to A » f4 or r'113 OIUIINO'JAY at MMUCtn Oa Tw3mrta IN ANY low mHOVT THE ISSUE DATE REMARKS g fD n Sous oRx.N BY:- DRAWING No. ISSUE Qi z STYLE nu Ne. cHCcno BY:- 0993 A YOUT � rn � valrOct HARTFORD CONSERVATORIES—USA sr c 05 Contract No: 3007 Date: .ubject: MAY 1996 WIND LOADINGS (WISCONSIN) Engineer JEM BASIC WIND SPEED = 90 MPH ASSUME EXPOSURE 'C' _- Ce = 1.06 (ASSUME> 15'ABOVE G.L.) Ce :- 'SYSTEM' WALLS +0.8 -0.5 ROOF +0.3 -0.9 'SYSTEM' = WALLS +1.2 -1.2 ROOF -1.3 qs (SEE 2320) = 20.8 x 0.75 = 15.6 psf Importance Factor = 1.0 DESIGN WIND PRESSURES = 1.06 x Cq x 15.6 x 1.0 = 16.54 Cq psf(kN/m2) 'SYSTEM' WALLS + 13-22(0.63) - 827(Q.40) ROOF +4.96(0.24) - 14.88 (0.71) 'ELEMENT WALLS +19.84(0-95) - 19.84(0-95) ROOF -21-50(l.03) ConSracL zkoeecno . . HARTFORD CONSERVATORIES USA . _:,y.; �_. ` `.:: F-04' Contract No: 3007 Subject Date- MAY 1996 SNOW LOADINGS (WISCONSIN) Engineer. JEM SNOW LOADING SUMMARY o � 1 �• o SLOPE 1:0.33 SLIDING (ft) 35 ILO DRIFT (ft) SLOPE 1:0.822 N 1 1.54• BALANCED (ft) i 0 1.0 2.0 3.0 4.0 5.0 SPAN (m) F1 F2 F3 E SNOW LOADS Feet 6.44 4.56 3.90 3.16 psi 132.02 93.48 79.95 64.78 kN/mm2 6.33 4.48 3.83 3.10 _ _ Contract: ' HARTFORD CONSERVATORIES-USA sc N0.: "` 03 Contract No: 3007 Date Subject: MAY 1996 SNOW LOADINGS (WISCONSIN) Engineer. JEM DESIGN SNOW LOADING IN ACCORDANCE WITH THE USA UNIFORM BUILDING CODE 1991:- Pg MASS = 50 1b/f Ce = 0.7 ! = 0.9 Pf = 0.7 x 0.9 x 50 = 31.51b1ft METRIC - 31.5 x 0.0480 = 1.51 kN/m2 CONSIDER DRIFTING: FOR DOMESTIC APPLICATION-ASSUME Wb - 75' FROM FIGURE A-11 DRIFT SURCHARGE HT_ hd - 3.5' D = (0.13 x 50)+ 14.0 - 20.5 pcf hb = 31.5 = 1.54 20.5 ASSUME CONSERVATORY CONSTRUCTED AGAINST A 3-STOREY HOUSE SAY 30'HIGH hr — SAY-2 STOREYS = 20' hr-hb = 20-1-54 = 12.0 >02 1:54 Pm(MAX) = 20.5 (1-54+3-5) = 103.3 Wit Wd = 4x3.5 14 coontract -, HARTFORD CONSERVATORIES-USA - - 02 Contract No: 3007 Subject MAY 1996 DESIGN LOADINGS (WISCONSIN) Engineer:' JEM ROOF kN/m2 DEAD LOADS :- PURLINS, RAFTERS ETC = 0.05 POLYCARBONATE SHEET = 0.05 (17° &30° PITCH) TOTAL = 0.10 LIVE LOADS:-(TABLE 23C UBC) PITCH 170 = 1:3.3 --> 3.6"/ft - 20 psf = 0.96 kN/m2 PITCH 30° = 1:1.73 6.9"/ft - 16 psf = 0.77 kNlm2 WALLS DOUBLE GLAZED PANELS 3.3 psf - 0.16 kN/m2 ADD NOMINAL 10%TO CALCULATE OVERALL PANEL WT. INCLUDING TIMBER ETC. -3 0.16 x 1.1 = 0.17 kN/m2 FLOOR t `' LIVE = 40 psf = 2.0 kN/e Anitad .Sheet Na: .•.-. , HARTFORD CONSERVATORIES-USA j - 07 contract N°' 3007 �ublect Da:e: MAY 1996 DESIGN BRIEF (WISCONSIN) Engineer: .BEM BRIEF TO DESIGN TIMBER CONSERVATORIES FOR CONSTRUCTION IN WISCONSIN AND SURROUNDING STATES. GENERAL THESE CALCULATIONS SHALL BE READ IN CONJUNCTION WITH HARTFORD CONSERVATORIES TEST AND REGULATORY REPORT PREPARED BY NORTON S. REMMER, P.E. CONSULTING ENGINEERS. 5/31/1994. THESE CALCULATIONS HAVE BEEN PREPARED USING METRIC UNITS_ STABILITY IT IS ASSUMED THAT LATERAL STABILITY IS ACHIEVED BY THE DIAPHRAGM ACTION OF WALL GLAZING AND ROOF POLYCARBONATE PANELS. DESIGN CODES U-SA. UNIFORM BUILDING CODE 1991 EDITION. MATERIALS FROM INFORMATION SUPPLIED BY UK TIMBER RESEARCH AND DEVELOPMENT ASSOCIATION THE FOLLOWING DRY GRADE STRESSES AND MODULI HAVE BEEN ASSUME?) FOR TIMBER:- DARK RED MERANTI BENDING PARALLEL TO GRAIN = 12.8 N/mm2 TENSION PARALLEL TO GRAIN = 7.73. NImm2 COMPRESSION PARALLEL TO GRAIN = 12.6 N/mm2 COMPRESSION PERPENDICULAR TO GRAIN = 2.86 NImm2 SHEAR PARALLEL TO GRAIN = 1.50 NImm2 E MEAN = 12600 NImm2 E MINIMUM = 10300 NImm2 STRUCTURAL CALCULATIONS f CONSERVATORY TYPE F WISCONSIN Client HARTFORD CONSERVATORIES INC. f 6-E GILL STREET WOBURN MA 01801 USA Engineers SIMPSON ASSOCIATES Consulting Engineers. 1 Market Place Mews Henley-on-Thames Oxfordshire RG9 2AH ENGLAND Job No. 3007 Date. May 1996 ootracL' Sheet N.O. - HARTFORD CONSERVATORIES USA D-12 Contract No: 3007 Date: ubject: MAY 1996 CONSERVATORY TYPE D (WISCONSIN) Engineer. JEM Tie Bar Pst = fyA Where fy = 33 000 psi (227 N/mm2) Dia. read. 21.3 x 103 x 4 = 10.9 mm 227 Use 12 mm dia mild steel bar-(minimum) Check panel iamb under A-frame Cross sectional area 2 No.jambs = 4964 me le = (1650 x 0.8) _ 34= 39 K = 19 d Pc = 0.3 x 10 300 = 2.03 N/mm2 f 392 Allowable load = 2.03 x 4964 x 10-3 = 10-07 kN per jamb Actual load = 6.50 kN - OK Sheet No '° HARTFORD CONSERVATORIES=USA contrao No-- 3007 Hate: Subject: MAY 1996 TYPE D-'A' FRAME (WISCONSIN) Engineer.' JEM fc = 22.3 x 103_ = 3.6 NJmm2 44 x 138 le = (1582-.-cos 17°) x 0.5 = 827 mm le = 827 = 19 d 44 K = 0.671 x IF- 10 300 = 19 Ct = 1 + 1.2 x 103 x 52" = 1.05 12.6 0.819 x 1.46 x 106 Pc = 0.3 x 10 300 x 1.05 = 8.98 N/mm2 = fc - OK 192 Check bearing on rafter tie member Bearing area = 2258 mm' - tt� fc = 21.3 x 103 = 9.4 N/mm2 2258 44 '�- fg = 12.6 x 1-15 = 14.49 NImm2 fn = 14.5 x 2.86 = 10-9 N/mm2 > fc - OK 14.5 sin 217 + 2.86 cost 17 -Contract: Shed No.. _• - HARTFORD CONSERVATORIES USA =;- Contract No: nn_ _ JU Subject Date: MAY TYPE D -'A' FRAME (WISCONSIN) Engineer: E WORST CASE FORA' - FRAME = D3 (Dead + Snow) Pi P2 P2 30° ILL RR P, = Ridge Board + Radial rafters Ridge Board = (0.1 + 6.33) x 11=2 x 1.582 = 3.05 2 2 Radial rafters say 7 x 0.97 = 6.79 P2 = -Pudins = 1.59 x 2 = 3.18 13.02 kN RL = RR = 6.51 kN. Resolve forces at bearing Frafter = 6.51 = 22.3 kN (comp) sin 17° F tie = 6.51 = 21.3 kN (tension) Tan 17° '!' L HARTFORD CONSERVATORIES-USA " 0-09 ' Contract No: 3007 Date: Subject MAY 1996 TYPE D- RADIAL RAFTER (WISCONSIN) Engineer. JEM WORST CASE FOR RADIAL RAFTER = D1 (Dead+ Snow) Maximum span = 1626 cos 21° = 1742 mm Loaded area = 0.53 m2 (triangular). Average snow load at hip end = 6.33 + 4.48 = 5.4 kN/m2 2 w = (0.1 5.4) x 0.53 = 2.9 kN REAVFS = 2.9 x 2 = 1.93 kN 3 R„pIX = 2.9 = 0.97 kN 3 -' v N M = 2.9 x 1.742 = 0.84 kNm AREA=0.53in2 6 Try 44 x 138 Red meranti ( as common rafter) fb = (0.84 x 106) _ (139 x 103) = 6.0 NImm2 < Fb Check shear stress at notch d = 138 cos 300 = 159 d' = 159 -50 = 109 mm V = 2 x 44 x 109 x1.5 x 109 to 3 159 30- 3.29 kN > 0.97 kN - OK ` 63 Use 44 x 138 Red meranti Sheet Na HARTFORD CONSERVATORIES USA T- 8, Contmo No. c,7 Subject - Date: MAY---=G6 TYPE D-COMMON RAFTER (WISCONSIN) Date: . �M WORST CASE FOR COMMON RAFTER= D 3 (Dead +Snow) Span = 1582 mm (on plan) Point load P = 3-18 kN (purlins) M = 3-18 x 1.582 x 0.25 = 1.26 kNm. Try 44 x 138 Red meranti S = 139 x 103 mm3 1 = 9636 x 103 mm' fb = (126 x 106) - (139 x 103) = 9.0 N/me < Fb Aa = 3.18 x 103 x 15823 = 2.6mm - OK 48 x 10 300 x 9636 x 103- Use 44 x 138 Red meranti t -t;oMracL' _ zonesno HARTFORD CONSERVATORIES'-USA ` - y '_: `art 4� Contract No: 3007 Date: subject MAY 1996 CONSERVATORY TYPE D-(WISCONSIN) - Engineer- JEM PURLINS `,Horst Case for Pudin = D2 (Dead +Snow) span = 627mm Rafter span = 1582 mm (on plan) snow loading against house - 6.33 kN/m2 snow loading at eaves - 3.83 kN/m2 Dead load on purlin - 0.1 x 1.582 x 0.5 = 0.08 kN/m Snow load on purlin - 6.33 x 1.582 x 0.5 = 5.0 kN/m W= (0.08 + 5-0) x 0.627 = 3.18 kN RL = RR= 3.18 _ 2 = 1.59 kN M = 3.18 x 0.627 x 0.125 = 0.25 kNm Try 69 x 44 Red merranti. S 22.3 x 103 mm3 1 = 490 x 103 mm4 i fb = (0.25 x 106) _ (22.3 x 103) = 11.2 N/mm2 Fb= 12.8 x 1.15 = .14.7 N/mm2 > fb- OK Use 69 x 44 Red merranti_ C 3165 -q{ Q O CD � v c o v LO O GO z ru m D1 D2 ' D3 D4 D5 D6 D7 m 0 M In y �° �\ F1 F2 F3 F4 F5 Fe HARTFORD CONSERVATORIES INC. D< EXAMPLE . F4 EXAMPLE 7 DIMENSIONS SHOVN ARE EXTERNAL FRAME DIMENSIONS, a InCKM BUILDINO SVPPUM m o Tests elunNO M THt MOM,, Or 210=?V-ALL MOM RLtMrm.NO PAR? A 24.10.94 FIRST ISSUE. � m 04 THIS ONAT'NO MAT AL umoum OR TNANtAn= p ANY/ORM rrAovt THL nru scALE DRAIN BY:- ISSUE DATE REMARKS DRAWING No. ISSUE e 2 Z U.S.A VICTORIAN STYLE N K z 11LL Ne. CHtcKED BY:- 00993 A O PLAN LAYOUT t:ohts ' sheet No: d: 0�J.. HARTFORD CONSERVATORIES USA Contract No: 3007 Date: su1ect: MAY 1996 WIND LOADINGS (WISCONSIN) Engineer. JEM BASIC WIND SPEED = 90 MPH ASSUME EXPOSURE 'C' Ce = 1-06 (ASSUME> 15'ABOVE G.L.) Ce: 'SYSTEM' WALLS +0.8 -0.5 ROOF +0.3 -0.9 'SYSTEM` WALLS +12 -1.2 ROOF -1.3 qs (SEE 2320) = 20.8 x 0.75 = 15.6 psf Importance Factor = 1.0 DESIGN WIND PRESSURES = 1.06 x Cq x 15.6 x 1.0 = 16.54 Cq psf(kNlm2) 'SYSTEM' = WALLS +13-22(0.63) - 8.27(0.40)_- ROOF +4.96(0.24) - 14.88 (0.71) 'ELEMENT WALLS + 19-84(0-95) - 19.84(0.95) ROOF -21.50(l.03) i a HARTFORD CONSERVATORIES USP. t Contract No: 3007 - Uate: subject MAY 1996 SNOW LOADINGS (WISCONSIN) Engineer: JEM SNOW LOADING SUMMARY to -It C0 r- 1.4' ° SLOPE 1:0.33 SLIDING (f1) 3.5' Oil 13 ORIFT (ft) SLOPE 1:0.822 N 1.54' BALANCED (f ) 0 1.0 2.0 3.0 4.0 5.0 SPAN (m) Di D2 D3 E SNOW LOADS Feet 6.44 4.56 3.90 3.16 psi 132.02 93.48 79.95 64.78 kNJm 2 6.33 4.48 3.83 3.10 Sheet Na HARTFORD CONSERVATORIES-USA' 0=i3 ' Contract loo: Subject Date: MAvI-296fi SNOW LOADINGS (WISCONSIN) Engineer.- . .�tJI DESIGN SNOW LOADING IN ACCORDANCE WITH THE USA UNIFORM BUILDING CODE 1991:- Pg MASS — 50 Ib/ft Ce = 0.7 I = 0.9 Pf = 0.7 x 0.9 x 50 = 31.51b/ff' METRIC = 31.5 x 0.0480 = 1.51 kN/m2 CONSIDER DRIFTING= FOR DOMESTIC APPLICATION-ASSUME Wb = 75' FROM FIGURE A-11 DRIFT SURCHARGE HT.hd = 3.5' D = (0-13X50)+ 14.0 = 20.5 pcf hb = 31.5 = 1.54 20.5 ASSUME CONSERVATORY CONSTRUCTED AGAINST A 3-ST0REY HOUSE SAY 30' Hf hr = SAY 2 STOREYS = 20' hr-hb = 20-1.54 = 12.0 > 0.2 1.54 Pm(MAX) = 20.5 (1-54+3-5) = 103.3 lb/ft Wd = 4x3.5 = 14 l;vnlliaU , Sheet No: T HARTFORD CONSERVATORIES-USA 02 Contract No: 3007 Date: Subject: MAY 1996 DESIGN LOADINGS (WISCONSIN) Engineer JEM ROOF kN/m2 DEAD LOADS :- PURLINS, RAFTERS ETC- = 0.05 POLYCARBONATE SHEET = 0.05 (17° &300 PITCH) TOTAL = 0-10 LIVE LOADS:-(TABLE 23C UBC) PITCH 17° = 1:3.3 3.6"/ft 20 psf = 0.96 kN/m2 PITCH 300 = 1:1.73 6.9"Ift -4 16 psf = 0.77 kN/m2 WALLS DOUBLE GLAZED PANELS 3.3 psf = 0.16 kN/m2 ADD NOMINAL 10%TO CALCULATE OVERALL PANEL WT. INCLUDING TIMBER ETC. -� 0.16 x 1-1 = 0.17 kN/m2 FLOOR - LIVE = 40 psf = 2.0 kN/m2 `f - HARTFORD CONSERVATORIES=USA` ``No. 01 Contract to -3007 Subject Date: fz' '1996 DESIGN BRIEF (WISCONSIN) Engineer .:JEM BRIEF TO DESIGN TIMBER CONSERVATORIES FOR CONSTRUCTION IN WISCONSIN AND SURROUNDING STATES. GENERAL THESE CALCULATIONS SHALL BE READ IN CONJUNCTION WITH HARTFORD CONSERVATORIES TEST AND REGULATORY REPORT PREPARED BY NORTON - +MMER, P.E. CONSULTING ENGINEERS. 5/3111994. THESE CALCULATIONS HAVE BEEN PREPARED USING METRIC UNITS_ STABILITY IT IS ASSUMED THAT LATERAL STABILITY IS ACHIEVED BY THE DIAPHRAGM AC - WALL GLAZING AND ROOF POLYCARBONATE PANELS. DESIGN CODES U.SA UNIFORM BUILDING CODE 1991 EDITION. MATERIALS FROM INFORMATION SUPPLIED BY UK TIMBER RESEARCH AND DEVELOPMENT ASSOCIATION THE FOLLOWING DRY GRADE STRESSES AND MODULI HAVE BED!- FUMED FOR TIMBER:- DARK RED MERANTI BENDING PARALLEL TO GRAIN = 12.8_ ,... TENSION PARALLEL TO GRAIN = 7.73- COMPRESSION PARALLEL TO GRAIN = 12.6 ...... COMPRESSION PERPENDICULAR TO GRAIN = 2.86 1...:= SHEAR PARALLEL TO GRAIN = 1.50 1 '^ E MEAN = 12.600 ,._.- E MINIMUM = 10300 k=:-_2 A c STRUCTURAL CALCULATIONS CONSERVATORY TYPE D WISCONSIN Client HARTFORD CONSERVATORIES INC. 6-E GILL STREET WOBURN MA 01801 USA Engineers SIMPSON ASSOCIATES Consulting Engineers. 1 Market Place Mews Henley-on-Thames Oxfordshire RG9 2AH ENGLAND Job No. 3007 Date. May 1996 NORTON S. REMMER, P.E. CONSULTING ENGINEERS HARTFORD CONSERVATORIES TEST AND REGULATORY REPORT APPENDIX 5 Plastic Glazing Method For Classification of the Surface Spread of Flame of Products Specimens of the polycarbonate plastic triple glazing were tested in accordance with the British Stanaa_ Institute Standard BS 476: Part 7: 1987, Method for Classification of the Surface Spread of Flame of Products.The test involves a sample of the material held in a vertical position to evaluate the rate and extent of flame spread along the surface of the material. In general the test exposes the sample to mor= severe test conditions than the equivalent ASTM standard E 84. The results of the test show no flame spread during the test period of 1.5 minutes.The material did no ignite at any time during the tests. HARTFORD CONSERVATORIES 12/12 NORTON S. REMMER, P.E. CONSULTING ENGINEERS HARTFORD CONSERVATORIES TEST AND REGULATORY REPORT APPENDIX 4 Air Leakage and Water Penetration Tests were carried out by Weatherater Limited, Northway Lane, Newtown,Tewksbury,Gloucester, UK, to evaluate the air permeability,watertightnes and wind resistance of the fixed and operable glazing used in the Hartford Conservatories[Wickes Building Supplies Ltd.].The British Standards Institute Standards are BS5368 Part 1:1976; Part 2:1980 and Part 3:1978;and BS6375:1989. The tests carried out are similar to ASTM E 331-86,Standard Test Method of Exterior Windows, Curtain Walls,and Doors by Uniform Static Air Pressure Difference;ASTM E 547-86,Water Penetration of Exterior Windows,Curtain Walls,and Doors by Cyclic Static Air pressure Differential;ASTM E 283-91,Standard Test Method for Determining the Rate of Air leakage Through Exterior Windows, Curtain Walls,and Doors Under Specified pressure Differences Across the Specimen and ASTM E 330-90, Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls,and Doors by Uniform Static Air Pressure Difference. The results of the tests were as follows: FIXED AND SASH COMPOSITE PANEL US Standard Pressure Difference Air Permeability: Approved up to 300 pa 6.27 Ibs/ft2 Watertightnes Approved up to 300 pa 6.27 Ibs/ft2 Structural Performance Approved up to 1200 pa 25.08 Ibs/ft2 CONSERVATORY SASH PANEL Air Permeability Approved up to 300 pa 6.27 lbs/ft2 Watertightnes Approved up to 300 pa 6.27 Ibs/ft2 Structural Performance Approved up to 1200 pa 25.08 Ibs/ft2 HARTFORD CONSERVATORIES 11/12 NORTON S. REMMER, P.E. CONSULTING ENGINEERS HARTFORD CONSERVATORIES TEST AND REGULATORY REPORT APPENDIX 3 Snow and Wind Load Conditions Snow loads represent the peak load of the triangular drift loading applied as a uniform load over the entire roof. Wind loads are described for the most severe loads on portions of the roof cladding.The wind loads represent upf- loads applied uniformly over the entire roof surface.The maximum uniform test pressures listed are used for destc- purposes over only part of the roof,the greatest area of the roof cladding being designed for lesser pressures. BUILDING CODE/CONDITION SNOW: MAX. PEAK WIND LOAD/UPLIFT LOAD Lb s/S F kN1m2 bL s/S F kNlm2 Massachusetts State Code f5th. 6th Ed.1 SNOW 40 psf[A= 1.6] 141.4 6.76 WIND Exposure C[21 psf] 35.7 1.71 Standard Building Code 1991. 1994 SNOW 50 psf 128.2 6.13 60 psf 147.9 7.07 WIND Use ASCE 7-93 or 7-95 listed below. BOCA []987-19961 SNOW Same as Standard Building Code WIND Use ASCE 7-93 or 7-95 listed below UBC j1994. 19971 SNOW Same as Standard Building Code WIND-Exposure C 80 mph 45.2 2.16 ASCE 7-93. 7-95 WIND - Exposure C 70 mph 22.6 1.08 80 mph 29.5 1.41 90 mph 37.35 1.79 100 mph 46.08 2.2 HARTFORD CONSERVATORIES 10/12 NORTON S. REMMER, P.E. CONSULTING ENGINEERS HARTFORD CONSERVATORIES TEST AND REGULATORY REPORT FIGURE 1 The snow loads have been evaluated based on the diagram below which shows a residential structure with two stories above the roof of the conservatory and a pitched roof sloping down towards the conservatory. The conditions assumed are the following: 1. The house roof slopes at an angle greater than 25 degrees. 2. The roof covering is smooth and for the Massachusetts State Building Code [5th Edition ] the value of A=1.6. SLIDING SNOW LOAD `^^ DRIFr SNOW LOAD IIIIIIIIIIIII I I I I I I IAO, BASE SNOW LOAD CONSERVATORY HARTFORD CONSERVATORIES 9/12 NORTON S. REMMER, P.E. CONSULTING ENGINEERS HARTFORD CONSERVATORIES TEST AND REGULATORY REPORT APPENDIX 2 Allowable Timber Stresses DARK RED MERANTI Extreme Fiber Horizontal Compression Compression Modulus Stress in Shear Perpendicular Parallel to of Elasticity bending to in to Grain BSI STANDARDS 12.8 N/rrvn2 1.5 N/mm2 2.86 N/mm2 12.6 N/mm2 10300 N/mm2 Minimum 12600 N/mm2 Maximum 18561bs1in2 217.7 Ibs/in2 415 Ibs/in2 1827 Ibs/in2 1.495-1.828x106 Ibs/in2 EQUIVALENT US 13.0 N/mm2 0.5 N1mm2 1.8 N1mm2 10.0 N/mm2 13000 N/mm2 STANDARDS 1886 Ibs/in2 72.6 Ibs/in2 2611bs/in2 1451bs/in2 1.886x1061bs/in2 FOR LIGHT FRAMING UPTO2inX6in 50.8 mm x 152.4 mm HARTFORD CONSERVATORIES 8/12 NORTON S. REMMER, P.E. CONSULTING ENGINEERS HARTFORD CONSERVATORIES TEST AND REGULATORY REPORT APPENDIX 1 Conservatory Models and Dimensions L � C 10 ' 4" 6" Victorian Victorian D F Series Series i 20 ' 3" 121 9" Victorian Georgian H Series Series Windsor 4L Windsor 5L 8.1511 Series Series 10 ' 6" HARTFORD CONSERVATORIES 7112 NORTON S. REMMER, P.E. CONSULTING ENGINEERS HARTFORD CONSERVATORIES TEST AND REGULATORY REPORT i"n I E n `tttt�rtrrrrrr eSSto i 19787 O NOR70N "y T 4) NORTON S. 0 = S. m o REMMER Z = REMMER Ni o. 3223 s'gaea!u%l yg. �'f'O Fv/s a. f�r�ONAL it,rrrrit►tt� Nort n S. Remmer, P.E. HARTFORD CONSERVATORIES 6/12 • A, NORTON S. REMMER, P.E. CONSULTING ENGINEERS HARTFORD CONSERVATORIES TEST AND REGULATORY REPORT of base snow load,drift load and sliding snow load conditions.The maximum snow bad used as the peak of the drift load was 144.2 Ibs/sf[6.9 kN/m2]. The design snow loads,the test loads and the results are included in Appendix 3. b.) Wind i The roof of a conservatory was tested for extreme wind loading equal to that produced by a wind speed of almost 100 miles per hour[47 m/s]and a maximum uplift force of approximately 43&Wsf outward pressure on the roof assembly. B.) PLASTIC GLAZING STRUCTURAL CAPACITY The plastic glazing was tested to evaluate its capacity to sustain the design snow and wind loads without structural distress or permanent distortion of the plastic glazing or the support assembly. The plastic glazing was loaded to a total of 144.2 pounds per square foot[6.9 kN per square meter]over the entire roof as a snow load.There was no evidence of structural distress.The plastic glazing displayed large deflections during the testing but returned to its original shape and showed no permanent distortion. 6 The plastic glazing was also subjected to a uniform loading over the entire roof of 43 pounds per square foot[2.2 kN/m2]as uplift.The uplift force produced no structural distress or permanent deformation in the plastic glazing. V. PLASTIC GLAZING FIRE TEST The polycarbonate triple glazing has been tested by Warrington Fire Research,Warrington Fire Research Centre, Holmesfield Road,Warrington,UK, in accordance with the British Standards Institute Standard BS 476: Part 7: 1987.This test is similar to the ASTM E 84 method of determining flame spread classifications.The test uses a specimen held in a vertical position and a radiant panel and pilot flame to heat the specimen and expose it to flame.The rate of travel of flame along the specimen surface is measured and used to determine the classification of the material class. The details of the results are provided in Appendix 5. HARTFORD CONSERVATORIES 5/12 now { NORTON S. REMMER, P.E. CONSULTING ENGINEERS HARTFORD CONSERVATORIES TEST AND REGULATORY REPORT The air and water penetration tests were carried out in conformance with the British Standards Institute Standards BS5368 Part 1, 1976; Part 2, 1980 and Part 3, 1978 and to B6375,1989 for weather performance.The flame spread in conformance with the British Standards Institute Standard BS 476: Part 7: 1987. A.) STRUCTURAL FRAME CAPACITY The structure has been designed to support the design snow loads indicated in the report in accordance with the Model Codes including the BOCA National Building Code and the Uniform Building Code and the Massachusetts State Building Code, and the American Society of Civil Engineers Standard ASCE 7-93 and 7-95, Minimum Design Loads for Buildings and Other Structures-for the listed conditions of snow and wind load associated with normal single-family residential buildings. Stress Grading of Hardwoods The United States has not yet implemented standards for stress grading hardwood timber such as that used in the conservatories. However, Great Britain does have standards for stress grading the hardwood timber used.The British stress grading in conjunction with the testing was used to verify the structural capacity of the hardwood structural elements. The allowable stresses developed in accordance with the British Stress Grading Standards are listed in Appendix 2. In addition,TRADA Technology Ltd., located in High Wycombe, England, has derived the equivalent of"allowable design stresses" for use with the National Design Specifications for wood construction using ASTM D 245 and ASTM D2555 as guidelines.These results are also listed in Appendix 2. Test Loads a.) Snow The test loadings were designed to represent a snow loading which included drift loading due to an adjacent wall and sliding snow due to a sloped roof above the conservatory.The arrangement is shown in Figure 1.This represents the most severe snow condition that could be anticipated for any nominally expected orientation of the conservatory with relation to the building to which it will be attached. The loads used in the test were the design snow bads produced by the total HARTFORD CONSERVATORIES 4/12 4 1 NORTON S. REMMER, P.E. CONSULTING ENGINEERS HARTFORD CONSERVATORIES TEST AND REGULATORY REPORT VICTORIAN: 01, D2, 133, D4, D5, D6, D7; F1, F2, F3, F4, F5, F6, F7; 1-11, H2,H3, H4, H5, H6, H7. - WINDSOR: 31-4; 4L6, 41-8, 41-10, 41-12; 51-6, 51-8, 51-10, 51-12 GEORGIAN: G4,G5,G6,G7,G8 W. REGULATORY ISSUES The conservatories are nomially attached to a residential structure, usually a single family dwelling.The conservatory is intended to be supported along an end wall in the Victorian models and along a side wall in the Windsor models which are shed-type structures. In some cases the Windsor models can be attached to and supported on two adjacent perpendicular walls. A series of tests were carried out on actual models to assess the ability of the conservatories to withstand design snow and wind loads in accordance with the United States Model Codes: BOCA National Building Code[published by the Building Officials and Code Administrators International],the Standard Building Code[published by the Southern Building Code Congress Intemational, Inc.],the Uniform Building Code[published by the International Conference of Building Officials],the Massachusetts State Building Code, 780 CMR,5th Edition and 6th Edition and ASCE 7-93 and 7-95, Minimum Design Loads for Buildings and other Structures. This report summarizes the results of the tests and provides the information necessary to support an application to erect the conservatory as part of a residential arrangement. The results of the tests are intended to demonstrate that the conservatory construction can comply with the regulatory requirements for most parts of the Continental United States. Areas with exceptional snow loads such as high mountain areas or extreme wind loads may exceed the test loads.The conditions affecting the conservatories in these areas should be reviewed with local authorities. L TESTING PROGRAM A series of tests have been carried out on actual full size production models of the conservatories. The tests were designed to provide information required for regulatory approvals conceming the following: A.) conservatory structural frame capacity B.) plastic glazing structural capacity C.) roof resistance to uplift wind loads In addition,tests have been carried out in Great Britain to evaluate the resistance of the plastic and glass glazed panels to air and water leakage and to evaluate the flammability of the plastic. HARTFORD CONSERVATORIES 3/12 NORTON S. REMMER, P.E. CONSULTING ENGINEERS HARTFORD CONSERVATORIES TEST AND REGULATORY REPORT requirements of the BOCA National Building Code, the Uniform Building Code, the Standard Building Code, the Massachusetts State Building Code and ASCE Minimum Design Loads for Buildings and Other Structures ( ASCE 7-93 and 7-95 J for structural design capacity with respect to snow loading and wind loading. The results also demonstrate that the conservatories most the standards of the codes for structural capacity of the plastic glazing and resistance of the roofs to uplift forces. This will certify that based on the results of the testing the conservatories are capable of satisfying the design load requirements for snow and wind as out lined In this report . Norton S. Remmer, P.E. DESCRIPTION OF CONSERVATORIES HARTFORD conservatories are prefabricated shuct res constricted with a hardwood frame structure,metal fittings and connectors.special triple panel plasiJc glazed ceiling panels and tempered glass sidewall panels in hardwood frames The conservatories are designed to be attached to a bung along the end wall of the conservatory.The conservatories are usuagy erected as part of a r+esider>tial arrangement most commonly being used as an addition to a single dwelling unit. Where the conservatory is intended for any type d use which is not residential it is moommended that the proposed application be reviewed with the local building authority. The Gorswetory configurations and dimensions are shown in Append x 1.The height to the highest part of the Conservatory roof is appro>amately 13 feet in height The conservatories include all of the facilities;for nomal operation inducting operable windows and swinging doors. The range of conservatories and their dimensions are shown in Appenduc 1.The Models of Conservatories covered in this report are as follows: HARTFORD CONSERVATORIES 2/12 NORTON S. REMMER, P.E. CONSULTING ENGINEERS HARTFORD CONSERVATORIES TEST AND REGULATORY REPORT L SUMMARY OF TEST RESULTS 1. APPLIED UNIFORM ROOF LOAD Applied Roof Load Maximum load 6.9 kN/m2 144.2 Ibs/sf Uniform bad 6.9 kN/m2 144.2 Ibs/sf 2. WIND UPLIFT FORCES Roof Uplift Test Force Maximum Uniform Pressure 2.2 Mm 42.7 Ibstsf 3. AIR LEAKAGE AND WATER PENETRATION The foxed sash and composite panel and the sash panel used in the Hartford Conservatories were tested in accordance with British Standards Institute BS5368 Part 1:976; Part 2: 1980;and Part 3: 1978,and to BS 6375: 1989 for weather performance[Equivalent to ASTM E 283-91;ASTM E330-90;ASTM E 331-86 and ASTM E 547-86]. Classified as suitable up to 6.27 psf for air permeability and watertightnes. Classified as suitable up to 25 psf for wind resistance. 4. FLAME SPREAD-HARTFORD CONSERVATORIES PLASTIC ROOF GLAZING The polycarbonate triple skinned roof glazing was tested In accordance with British Standards Institute BS 476:Part 7:1987;Method of Classification of the Surface Spread of Flame of Products[Equivalent to ASTM E-84 and ASTM D635-91].The material has been classified as Class I in accordance with British Standards Institute Standard BS 476:Part 7, 1987. The material did not ignite during the tests and there was no flame spread. STATEMENT OF CERTIFICATION 1, Norton S. Remmer, P.E., observed the structural tests performed on the HARTFORD Conservatories at Taywood Engineering, London, England, as detailed in this report and hereby verify that the tests were properly performed and the results accurately reported as contained in this report. The results of the tests are evidence that the conservatories can satisfy the HARTFORD CONSERVATORIES 1/12 Re: Hartford Conservatories-Structural Load Capacities March 16, 1999 Page 2 The analysis and testing of the Conservatories show that the structural capacity exceeds the required design snow and wind loads for the Albany, N.Y. County area. Sincerely, '0k OF S aQ�°%��FtcATF� ��,� � NORTON 19787 � _ ��-r S. `r - NORTON S. �, 7y a' REM t�11 tR q�� ° I .c 2� :�. 3223 O aged JUNJ eP• ,, SipNAI 'Q�IONA, ��/�JI t t4t►t�� Norton S. Remmer, P.E. E t NORTON S. REMAUR, P.E. CONSULTING ENGINEERS EIGHTEEN JOHN STREET PLACE WORCESTER, MA 01609-2667 (508)756-2777 FAX(508)756-3840 March 16, 1999 Re: Hartford Conservatories: Structural Load Capacities i To whom it may concern: The Hartford Conservatories have been analyzed and full scale tested to determine structural snow load capacity and wind load resistance. The maximum snow load capacity was related to a peak value of 144.2 psf over the entire roof and the wind load was related to an uplift load of 42.7 psf over the entire roof. These uniform loads were translated into allowable maximum snow loads due to drifting and sliding snow and maximum wind speed based on ASCE 7-93, "Minimum Design Loads for Buildings and Other Structures". The results showed the following: Massachusetts State Building Code (5th and 6th Editions ): Maximum Uniform Snow Load: 40 psf k Standard Building Code ( 1991 and 1994 Editions ): Maximum Uniform Snow Load 55 psf approx. BOCA Code ( 1987. 1990. 1993 and 1996 Editions 1 Maximum Uniform Snow Load 55 psf i UBC ( 1994 and 1997 Editions 1 Maximum Uniform Snow Load 55 psf ASCE 7-93, 7-95 Maximum Wind Speed,All Codes 95 mph approx. The 1992 State of New York Building Code shows a snow load of approximately 40-45 psf for Albany County and a design wind speed of 75 mph. Section 4: Read this entire section and make sure you fully understand it before proceeding. Measure flashing on all four sides and cut using a sharp utility knife. Install flashing over glazing bar No 4 first (Diagram 8) making sure you cover joints on glazing bars. Flash glazing bars No 2 &No 3 making sure you flash over glazing bar No 4; then flash glazing bar No 1 (Diagram 8) over lapping glazing bars No 2 & No 3. FIT FLASHING AROUND THE - FLASHING OVER CORNERS OF THE UPSTAND SIDE RAFTERS ALUM. AND OVER THE JOINTS OF GLAZING BAR THE GLAZING BAR SKYLIGHT FLASI G OVER y TOP PUR N ALUM. -- _ GLAZING -------_-- 1 I � --- ------- %iii%/ SILICONE°P" %i SILICONE " PURLIN CONDITION AT RAFTER CONDITION AT SIDE PURLINS RAFTERS [Diagram 811 Section 5: Lift the top of the skylight back into position, holding it in an upright Position, connect the back of the lid to the back of the upstand and be sure to get a good connection. Lower the lid down and insert the retaining clip back into its original position and close the skylight. SL 90 Measure the two side rafter glazing bars (No 2,3) leaving them 5/16 long over the aluminum closure profile and mitre them to match with the top piece (1) as shown in Diagram 6. Secure to the rafters using 2 1/2 inch No 10 roundhead screws. Diagram 6. Do not over tighten the screws or it will deform the glazing bars Measure the remaining section of glazing bar(No 4)cut and screw it in position. CRESTING(VICTORIAN MODELS)OR HOUSE WALL(WINDSOR MODELS) OP PURLIN ALUM.GLAZING (MITERED BOTH ENDS) Ad f SKYLIGHT VICTORIAN MODEL WINDSOR MODEL RAFTER ALUM GLAZIN B OM PURLIN ALUM.GLAZING 041 TERED AT TOP ONLY) BARS(SQUARE CUT BOTH ENDS) (MITRED AT TOP ONLY) JDaagram 61 Measure from the top of the cresting timber(Victorian models)or house wall (Windsor models)to the edge of the glazing bar No 1 Square cut two glazing bars to fit snug to glazing bar No 1 and fix in position.Diagram 7. MEASURE FROM THE CRESTING(VICTORIAN MODELS)OR CRESTING TII GLAZING/HOUSE HOUSE ALL(WINDSOR MODELS) WALL TO GLAZING BAR No LAZING BAR No 1 2ITERED BOTH SKYLIGHT PUM [Diagram 71 Note:Make sure the glazing bars are tight to the aluminum flashing on the upstand of the skylight frame. Run a generous bead of silicone P'around the upstand where it meets the glazing bars and on all the joints of the glazing bars, run a generous bead of silicone across the outside edge of the top glazing bar where it meets the smallest section of polycarbonate. SL 89 Section 2: Read this entire section and make sure you fully understand it before proceeding. To install the top piece of polycarbonate, measure from inside the cresting timber down to the edge of the purlin and add 7/16 inch. Cut the polycarbonate to the required length and Install the polycarbonate, screw it down in two places to the ridge add on timber, fill the heads of the screws with silicone"p" and smooth over. Diagram 4. 'TING TIMBER POLYCARBONATE POLYCARBONATE PUSH THE POLYCARBONATE 11/4'NO.8 UP THE ROOF SO ROUNDHEAD THAT IT LOCATES SCREWS INTO THE GROOVE IN THE CRESTING TIMBER [Diagram 41 Section 3:Read this entire section and make sure you fully understand it before proceeding Lift the frame of the skylight into position and set it on the rafter gaskets making sure it is square on all four sides.Diagram 5. m POLYCARBONATE PURLIN RAFTER TIE ROD Pte, [Diagram 51 To install the glazing bars, cut a piece of glazing bar (Nol) 26 7/8 long and cut a 45 °mitre at both ends, fit the gasket on both sides of the aluminum glazing bars, drill three 3/16 holes and secure this at the top section of the frame in the top purlin. Select the aluminum glazing bars and gaskets. Drill the glazing bars using 3/16-inch diameter drill starting 4 inch from the end and at approximately 12 inch centers. Fit the gasket on both sides of the aluminum glazing bars. SL 88 POLYCARBONATE 23 3i4. PURLIN RAFTER TIE ROD PANEL [Diagram 21 Cut two pieces of rafter gasket and fit on the purlins. Gun small dabs of silicone "P" along the top surface of each purlin and lay the glazing gasket running the full length of each purlin. Nail or staple through the center channel of the gasket using 5/8 inch brad nails or staples. Where the purlins'gasket overhangs the rafters'gasket, using a sharp knife cut to fit snug and apply a small dab of silicone "P" to create a seal between the rafter gaskets.Diagram S. LYCARBONATE SILICONE P SEALANT RAFTER GAS HALF B CKET TOP PURLIN RAFTER [Diagram 81 Note: If you are working from inside the conservatory you will need to disassemble the skylight from its frame as follows: Open the skylight, pull out the retaining pin ,open the skylight from its frame and separate the two. SL 87 Decide on the location of your skylights. The skylights can be fitted in any of the rectangular roof sheets except the house wall sheet. Be sure all the purlins are installed Diagram 1 SKYLIGHTS SKYLIGHTS CAN BE FITTED CAN NOT BE IN ANY OF THE FITTED IN RECTANGULAR THE OUTER ROOF SHEETS RECTANGLES SKYLIGHTS CAN NOT BE FITTED IN THE HOUSE WAL SHEETS HOUSE WALL D4 AS A VICTORIAN 3L4 AS A WINDSOR EXAMPLE EXAMPLE [Diagram 11 Section 1: Read this entire section and make sure you fully understand it before proceeding. Once you have selected the position of your skylights, measure from the purlin already installed, 25 3/4 inch towards the roof ridge and install an additional purlin using the provided brackets. Reduce the height of both purlins by 3/16 inch to align them with the top of the rafters. Install the purlins and secure them with 11/4 inch No 10 roundhead screws through the holes in the brackets Diagram 2. SL 86 SKYLIGHT INSTRUCTIONS i FLY SCREEN TOP �-'-RAIL PART No 53 i 1 1 MARK THE POSITION 1 1 OF MAGNETIC STRIP ON THE SUB-FRAME PRE DRILL 1116'PILOT HOLE AND SCREW THE MAGNETIC MAGNETIC STRIP IN PLACE USING THE STRIP SUPPLIED SCREWS [Diagram IOBI Drill a 1/16 pilot hole and fix with the screws provided to door and frame, Diagram II. FRENCH DOOR TOP RAIL. FRAME(HEAD) BRUSH PILE SCREEN DOOR TOP RAIL INSIDE OUTSIDE MAGNETIC STRIP e [Diagram 111 Install the screens into the doors as previously described in page 71. SC 85 INSTALLING THE MAGNETIC CATCHES. Put the metal plate on the magnetic strip, close your door and make sure it fits snug up to the brush pile before you install the magnetic catches. Mark the position of the plate on the door and the position of the magnetic strip on the frame. It is important to position the magnetic strips at the end of each door Diagram IOA & IOB PUT THE PLATES ONTO THE MAGNETIC STRIP 000 o __-- NOTE: MAKE SURE YOUR DOOR ' FITS SNUG UP O TO THE 000 D o BRUSH PILE BEFORE YOU INSTALL THE : MAGNETIC CATCHES. MARK THE POSITION OF THE PLATE ONTO THE DOOR o e l i D O O O O O ; , [Diagram IOAJ `S SC 84 Select the roll of brush pile and cut four strips the same size as the door frame, peel off the protective backing paper and stick the brush pile to the inside edge of the sub frame Diagram 8& 9. If the brush pile does not stick to the sub frame staples may be used as a alternative method of fastening. OUTSIDE BRUSH ` PILE HINGE 1 , 1 , 1 1 , LEFT HAND SCREEN DOOR JAMB - \ I' INSIDE [Diagram 81 SCREEN FRAME JAMB FRENCH DOOR FRAME JAMB HINGE LEFT HAND SCREEN DOOR OUTSIDE ONSERVATORY BRUSH PILE SILL CH DOORS FRAME BOTTOM RAIL INSIDE PART No 50 BOTTOM RAIL [Diagram 91 SC 83 € Install your hinges onto your left hand door first 7 inches from the top, 9 inches from the bottom and center the middle hinge in between the top and bottom hinges. Repeat this procedure for the right hand door. Diagram 6 SCREEN FRAM J HINGE LEFT HAND SCREEN DOOR MARK HINGE POSITION LEFT HAND JAMB 1 FLOOR LEVEL OTTOM RAIL PART No 60 [Diagram 61 Lift up your left hand door in position making sure the top of the door is the same height as the top of the frame at the bevel. Open the door and mark the holes for the hinges. Drill pilot holes in the sub frame and reposition the door and screw your hinges to the frame,close the door and make sure it is hung squarely in the frame. Repeat procedure for the right hand door. Diagram 7 LEFT HAND OUTSIDE FRENCH DOOR HI GE LEFT HAND INSIDE SCREEN DOOR } [Diagram 71 SC 82 Drill and counter sink four 3/16 inch clearance holes in the top rail as before and secure this on top of the two jambs, be sure the mitered corners make a neat joint. Diagram 4. PART No 53 TOP RAIL fl /PART No 52 RIGHT HAND JAMB PART No 51 LEFT HAND JAMB PART No 50 BOTTOM RAIL [Diagram 41. Installation of the sub frame is now complete. You may wish at this time to finish the wooden frame in your chosen color. Section 2: Read this entire section and make sure you fully understand it before proceeding. HANGING THE DOOR SCREENS. Identify the left and right hand doors from the inside. The right hand door opens first Diagram S. OUTSIDE LEFT HAND RIGHT HAND FRENCH DOOR RENCH DOOR: / INGE LEFT HAND SCREEN DOOR i RIGHT HAND HING � C�i GREEN DOOR INSIDE [Diagram SJ SC 81 Drill and counter sink five 3/16 inch clearance holes in the left and right hand jambs. Position the jambs resting on the floor and butting up to the end of the bottom rail, be sure that the pre- mitered ends are located at the top and check the fit of the top rail making sure it fits neatly between the pre-mitred ends and secure to the french door frame. Be sure that they are fitted vertically, Diagram 3A & 3B show the two possible locations of the jambs in plan view. Diagram 3A shows the jamb fitted to the French door frame which is next to a panel. PLAN VIEW ERNAL COVER BEAD NOTE: CONSERVATORY PANEL JAMBS DO NOT REST ON FLOOR IF FRENCH DOOR YOU ALLOW FOR A FRAME JAMB DOOR MAT. t t t SCREEN i FRAME LEFT HAND JAMB INTERNAL COVER BEAD L 1 3/r No.10 COUNTERSUNK SCREW [Diagram 3A] Diagram 3B shows the jamb fitted to the French door frame which is next to a 450 corner post. PLAN VIEW NCH DOOR FRAME JAMB CORNER. POST SCREEN FRAME LEFT HAND JAMB 3/4"No 10 COUNTERSUNK SCREW CONSERVATORY INTERNAL PANEL COVER BEAD [Diagram 3B] SC 80 FRENCH DOOR SCREEN INSTALLATION INSTRUCTIONS. Section 1: Read this entire section and make sure you fully understand it before proceeding. INSTALLING THE WOODEN SUB FRAME. Identify the four pieces of wood which make up the sub-frame: as shown in Diagram 1. PART No 53 TOP RAIL(MITERED BOTH ENDS) PART No 51 LEFT HAND JAMB(MITERED ONE END) PART No 52 RIGHT HAND JAMB(MITERED ONE END) PART No 50 BOTTOM RAIL [Diagram 11 Start by securing part No. 50 to the bottom of the French door frame, sitting it directly onto the finished floor and at equal distance from either end of the door frame as shown in Diagram 2. Drill and countersink four 3/16 inch clearance holes 6 inches from each end and then equally spaced apart. NOTE: If you need clearance for a door mat secure part No 50, 51, and 52 directly on top of the door mat this will set the clearance needed and allow the doors swing�freely. FRENCH DOOR FRAME BOTTOM RAIL BOTTOM RAIL PART 50 INSIDE OUTSIDE 1 3/4 INCH No 10 COUNTERSUNK S CREW FLOOR FINISH ILL [Diagram 21 SC 79 s � a f f ?f s 9 a S� 1 � — c :.y a r > a, S xi? 34A :,i.,i„J.++�;.w..v,.:+,+ws"'s`+� w.n•":v {,vn"e°i..tvwvvMw.`+w� F,.,:.�.ia.o..`raw:.a±eeoi..a 'v"4eics�,vSw�n"eoavvw"rFiv`� ■ c i f To ensure that the corner post rests solidly on the sill, a small piece of the raised section must be removed from the sill,Diagram 5. KNEE WALL REMOVE PART OF THE SILL RAISED SECTION TO ALLOW THE CORNER POST 7'O STT FRENCH DOOR DIRECTLY ON THE SILL SILL (Diagram 51 If building a D1 or F1 style conservatory on a knee wall,make sure to increase the knee wall from the house wall 13/4 inches to allow for the infill timber which is made 13/4 x 211116 and must be cut to a height of 5 feet 6 3/8 inch. FITTING A CORNER POST AGAINST P3 OR P4 PANEL ONLY If continuing around the comer with panels,the comer post must be cut to a height of 5 feet 6 3/8 inch Always cut opposite to the end which has the raised section removed.The pre machined end always goes to the top. KW-78 Note:If screen doors are to be installed, it is strongly advised that the inside edge of the knee wall is trimmed back at an angle to allow screen doors to swing open more than 900, Diagram 3. sirs. KNEE WALL 48• (INSIDE) AT THE CORNEA SITUATION THE SILL IS CUT FLUSH TO THE SNEE WALL [Diagram 31 All fastener heads'must be countersunk below the timber surface.Apply a dab of silicone to the screw heads and all holes to completely seal them. The door frame sill overhang should be the same as the panel sills above.A plumb line or level,used from the front of the upper sills will ensure correct alignment.Diagram 4. PANEL SAT THESE DIMENSIONS THE DIMENSION ARE CRITICAL FROM THE BOTTOM FOR SMOOTH OF THE PANEL SILL INSTALLATION TO THE BOTTOM OF OF THE FRENCH DOORS' P,UUB CONSERVATORY SILL MUST EQUAL 1'-5 E/4" 1'-5 a/4" KNEE WALL FRENCH DOOR SILL [Diagram 4] KW-77 .POSITIONING OF THE FRENCH DOOR SILL Be sure that all internal sill dimensions are correct. Dry fit the sill to the knee wall. If the knee wall opening is a square cut(position A,B, C and D),allow the sill to.overhang the knee wall 1/8 inch and cut to size,Diagram 2. Checking that the sill is level, secure and seal the sill to the knee wall as previously described on page 13. Install the section of sill across the door opening and make sure sill dimensions are correct before installing the French door frame. SILL SECURED TO THE KNEE WALL KNEE ALL MAKE SURE SILL OVERHANGS EDGE OF THE KNEE WALL BY 1/8' INCH. [Diagram 4 If the French_Door is positioned on a comer then the inside edge of the knee wall has to be trimmed as in Diagram 3. The section of sill supplied with the french door frame must be cut to fit the door opening.Diagram I &24 show the cutting detail for each of the door position options. Secure and seal the door frame sill to the base with suitable fasteners through the raised section of the sill. The sill must be positioned as in Diagram 4. Seal the door frame sill to the base or foundation as previously described. Be sure you check local building code requirements. JOPENINGWrFH 1 DOOR FRAME OPENING �� OR FRAME CORNER POST �� 1� RNER POST CORNER POST L 41-3 [Diagram 2,41 KW-76 TRENCH DOOR LOCATIONS A A e e c c \D D o a a C C E 2 PANELS 4 PANELS POSITION A&B POSITION C CORNER POST 43-1 9/l KNEE WALL OPENING 4'-2 9/1 D xNEE WALL OPENING 1 YC s T� 4�-1 vir POSITION D CORNERPOST SILL CUTTING DETAIL 1 %4" 45 FOR POSITION C KNEE WALL OPENING 9% N POSITION E KNEE WALL SILL CUTTING DETAIL OPENING 4g FOR POSITION D 2--) ti/�s-►I �.2'-1 tt/ts 4'-1 9/16 KNEE WALL DIMENSIONS ONLY [Diagram 1] KW-75 4 Note: Read this entire section and make sure you fully understand it before proceeding CONSTRUCTING THE KNEE WALL-GENERAL GUIDELINES The knee wall can be constructed after completion of the base or foundation.The knee wall must be built precisely to 17 3/4 inches above the base or foundation. If using PI or P2 panels only,your knee wall must be built to 19 inches. Decide on the location of your door frame and mark out the position of the door frame opening on the base or foundation Diagram L.The knee wall can be constructed from 4 up to 10 inch wide(optional) GUIDELINES: 1. Doors can be installed in place of any two panels on the same line. 2. Please study location A,B,C,D,E and plan your doors accordingly. 3. Study your sill cutting detail when positioning the door frame against a corner post.The corner post will extend down to the French door sill and the sill will need to be cut back on the inside to follow the line of the knee wall Diagram S. 4. Check your local code requirements for side wall sheathing. 5. All knee walls should be covered with an approved paper or damp proofing membrane in strict accordance with local codes. i 6. Special care should always be given with regard to sealing and flashing in any low lying or potential water/snow trap area. The exterior kneewall /base dimensions given are finished sizes, If you are adding sheathing, trim, clapboard/siding, shingles, etc.; you must deduct this from the kneewall/base dimensions. It is essential that you do not cover the detailed groove on the underside of the sill which prevents water from running back underneath the sill. KW-74 KNEE WALL CONSTRUCTION ONLY FOR VICTORIAN CONSERVATORIES PLASTIC SLOTS GUTTER GUTTER BRAC= [Diagram 21 Secure the drug-outlet-to.the fascia.using.-3/4 inch-no 8 roundhead screws. Select the outside end cap and insert at the end of a 10 foot length of gutter. Measure the gutter length by referring to the indicator lines on the inside edge of the corner brackets. Cut the gutter to the required size and insert into the brackets on the fascia. Do not snap into the plastic slots until gutter is in the correct position Diagram 2. (For styles D5, D6, D7, or F5, F6, F7 only, a slip jointing bracket is supplied to extend the length of the gutter.) Secure the slip jointing bracket to the fascia using 3/4 inch no 8 roundhead screws.Continue installing the gutter around the conservatory. Connect the down spout to the drop outlet and secure to the house or conservatory wall using the down spout brackets.The down spout elbows are supplied to create angles from the drop outlet and also to use as a shoe on the down spout(only if needed)Diagram S. 135 0JOINTING BRACKET GUTTER DROP OUTLET DOWN SPOUT ELBOW DOWN SPOUT BRACKET WN SPOUT DOWN SPOUT ELBOW [Diagram 31 73 INSTALLING GUTTERS FOR VICTORIAN CONSERVATORIES. IDENTIFY YOUR GUTTER COMPONENTS WHICH WILL CONSIST OF: 10 FEET GUTTERS DOWN SPOUT ELBOWS INSIDE END CAP DOWN SPOUT OUTSIDE END CAP GUTTER BRACKETS 135 DEGREE JOINTING BRACKETS DOWN SPOUT BRACKETS DROP OUTLET SLIP JOINT [D5, D6, D7'X5, F6, F7 ONLY] Decide where the water will escape from the roof and start installing from the opposite side. Secure a gutter bracket 2 inches from the house wall and tight to the underside of the fascia add-on timber using 3/4 inch no 8 roundhead screws. Install additional brackets every 18 inches incorporating a small pitch and continue to the first corner Diagram I %" No 8 ROUND HEAD SCREWS TF \, FASCIA UTTER BRACKET [Diagram 11 Install the 135 degree jointing bracket on the same line as the previous bracket, measure 1 inch either side of the jointing bracket and install two more gutter brackets. Continue this procedure around the conservatory to the house wall. Measure 8 inches from the house wall and install the final gutter bracket. Select the inside end cap and install into the drop outlet. Be sure it engages into the plastic slots.Diagram 2 72 INSTALLING SASH SCREENS Select and install the screens after you have installed the wooden crank cover bead. Be sure the bead is installed on top of the panel upstand, with the groove to the bottom, facing outside the conservatory. Glue and nail in place using 3/4 inch brad nails Diagram. 102 page 70 Insert the screens with the cut out matching next to the locking handles. The panels P2, P4 and clerestories have a plastic screen clip and 1/2 No. 8 roundhead screw located on each side of the screen. P1 and P3 Panels have two plastic clips and screws located on each vertical side Diagram 103. { LOCKING HANDLE P2,P4 AND CLERESTORY SASH SCREEN I 'F T..: *a ;.:-. -u. h Fi };�;! tj�}, 'J LOCKING HANDLE 1� 14 i . .. ; k ... _ . ? PLASTIC SCREEN CLIP P1 AND P2 SASH SCREEN [Diagram 1031 Congratulations on completion of your Hartford conservatory, please Be-sure to install your brass Hartford conservatories plate onto the center of the french door frame infill timber. 71 Slide the metal track over the end of the crank arm Diagram 101. TRACK BINGE PIVOT SAS CRANK ARM [Diagram 1011 Push the sash closed until the metal track is hard up against the underside of the sash and flush to the end of the sash frame Diagram 102. Using two 1/2 inch No. 10 pan head screws secure the track to the underside of the sash.Crank the window closed. If the metal locking keeps hit the inside edge of the opening, adjust the keeps or re-align the sash within the frame by backing off the hinge screws. Re-align and then re-tighten. Select:and install the wooden crank icover bead which is located inthe sash glazing bead pack.This is fitted on top of the panel upstand, over the crank operator, with the groove to the bottom, facing the outside of the conservatory. Glue and nail in position using 3/4 inch brad nails Diagram 102. Select and install:the,final piece of sash flipper;gasket into-the.groove on the crank cover bead. SASH MMABOTPOM RAIL CRANK TRACK CRANK COVER WINDER BEAD FRAME 112"NO. 10 P HEAD SCREW SECURING THE TRACK IN POSITION [Diagram 1021 70 through the pre-drilled holes to screw into the back of the locking handles. Diagram 98. INSIDE FACE 0 MACHINED • CUT OUf IN SASH FRAME O 718'NO.8 PAN HEAD NE.-: . SCREW LOC ING HANDLE [Diagram 981 Locate the crank cut out of the sash frame and apply silicone`P'into the cut out Diagram 99. ILICONE'F [Diagram 99] Wind the arm out about halfway. Position the crank operator in the cut out on the panel mid/bottom rail. Using the four 1 inch No. 10 countersunk screws secure the winder to the panel mid/bottom rail Diagram 100. r NO.10 COUNTER SUNK SCREWS SASH CRANK LOCATE THE CRANK IN THE CUT OUT ON THE SASH FRAME [Diagram 1001 69 Be sure that the seals fit flush to the bottom of the panel, leaving the excess projecting at the top. Be sure that the seals are fitted the correct way around. Note: Every panel edge has these two`P gaskets which have to be fitted. The bubble seals for windows are installed in the groove running continuously around the sash.Diagram 8. NOTE: START THE BUBBLE SEAL AT THE BOTTOM OF THE SASH IN TIM MIDDLE AND NOTE. CONTINUE AIL THE WAY PRIOR TO INSTALLLNG SASH AROUND THE SASH THE SASH BUBBLE SEAL. ,INSERT A SMALL AMOUNT OF SILICONE To INTO THE GROOVE SASH BUBBLE SEAL START 7SAL HERE —————-.• UTSIDE FACE A SMALL AMOUNT OF SILICONE`P' [Diagram 81 Select the sash flipper draft excluder and insert into grooves in the panel frame at the top, sides and mid or bottom rail. Cut the gasket on the sides leaving clearance for the screws holes to accept the locking mechanism. Leave the gasket On mid or bottom rail at this stage of the installation, It will be installed after the crank mechanism has been installed,Diagram 9. FLIPPER DRAFT EXCLUDER SASH P FRAME [Diagram 91 Ensure that the frame is assembled square by measuring across the diagonals. They must be equal. Gun a little wood caulking into the bottom corners of the frame. NOTE. 1)French door frame side jambs have bolt holes, these must line up with the bolt holes in the panels. 2) The top of the French door frame has bolt holes INSTALLING THE GASKET INTO PANELS AND SASHES. Identify the `p' casket, flipper draft excluder and sash bubble seal which are located in the panel lazing packs.Diagram 6. It is advisable when you remove the components from the boxes, that you should re-seal the box until you are ready to install the glass. 6 o " " PANEL`P' SASH FLIPPER GASKETS BUBBLE DRAFT SEAL EXCLUDER (Diagram 6) Prior to the installation of your conservatory, push the `P' gaskets into the grooves in the edges of the panels (Diagram 7). It is recommended that you start fitting the `P' gaskets into the grooves at the bottom corner, Diagram 7. CONSERVATORY PANEL P GASKET IS FITTED INTO THE GROOVES IN THE EDGE OF EVERY PANEL PLAN VIEW SHOWING CORRECT SITIONING OF THE P GASKET VERTICAL FRAME JAMB P GASKET 6A—� .. - [Diagram 71 �6$R Using the two indentations as the center point, move the drill bit 1/16 inch away from the center point towards the outside and drill a 9/16 inch hole, a minimum of 3/4 inch deep. Thread in the metal top hats, so that they set just below the timber surface. Diagram 96. NOTE The key cylinder will not lock until the metal shoots bolts in the ton and bottom of the doors are fully engaged into the top hats If the shoot bolts are a tight fit into top hats, file the shoot bolts using a metal file TOP HAT�� FRENCH DOOR 0 THRESHOLD 9116" DIAMETER HOLE HELPFUL HINT. MOVE POINT OF DRILL A 1/16"INCH TOWARDS THE OUTSIDE OF THE FRAME AND SET IN THE TOP HATS 0 USE LARGE SLOTTED SCREW DRIVER FOR TOP HATS OR TURN A NAIL SET UPSIDE TOP HAT FITTED DOWN AND TURN WITH VISE FLUSH TO TH TIMBE GRIPS. [Diagram 961 INSTALLING THE WINDOW HARDWARE Be sure that all sash gaskets and seals are installed before fitting window hardware Select the crank operator, handle, locking handles, metal keeps and metal track. Fit the metal keeps to either side of the opening sash in the machined cut outs. Use 1/2 inch No. 10 round head screws.Diagram 97. SASH FRAME MACHINED CUT METAL KEEP OUT 11T INCH NO. 10 ROUND HEAD /SCREWS INSIDE FACE / [Diagram 971 Insert the locking handles into the machined slots from the inside of the conservatory. From the outside use two 7/8 inch No. 8 pan head machine screws 68 INSTALLING THE DOOR HANDLES AND LOCK CYLINDER Select the door hardware which consists of two handles, key cylinder with keys, two Philips machine screws, one slotted machine screw and metal spindle. Start with the right hand door.Remove the six screws holding the center mullion in place, Diagram 94. Position the door handle which has the two countersunk holes on the inside face of the door. Insert the spindle through the door into the handle. Insert the key cylinder from the inside through the handle. CENTER MULLION RIGHT HAND DOOR REMOVE THE SIX BUBBLE SCREWS GASKET FITTED SECURING TO GROVE ON THE THE CENTER CENTER MULLION MULLION [Diagram 941 Use the slotted machine screw to secure the key cylinder in position through the hole on the door edge,Diagram 95. Position the outside handle, fitting over the spindle and key cylinder. From the inside fit the two Philips headed machine screws into the external handle. Refit the center mullion with the six screws. The other door can be completed in the same manner (there is no mullion to remove). After both handles and locks have been fitted, run a small amount of silicone T'into the groove on the center of the mullion and install the black bubble gasket, Diagram 94. With the right hand door in its closed position move the door handle up to extend the shoot bolts, top and bottom. The pointed tip of the shoots will make an indentation on the top and bottom door frame sections. DOOR HANDLE WITH COUNTER OOR HANDLE SUNK SCREW HOLES 0 i SPINDLE PHILLIPS HEADED MACHINE SCREW i INSIDE �� OUTSIDE 5� SLOTTED MACHINE SCREW TO HOLD KEY KE KNOB HILLIPS HEADED KNOB IN POSITION CYLINDER MACHINE SCREW [Diagram 951 67 Position the right hand door in the frame and shim to leave an equal gap at the top and bottom. Mark the position of the hinge cut-outs from the frame, onto the doors. Diagram 92. NOTE:DOOR GLASS AND FRENCH BEAD ARE NOT SHOWN DOOR DOOR FRAME FRENCH HINGE DOOR CL7TOUT PENCIL. MARK [Diagram 921 Remove the door.Using the hinges as a template,mark the hinges on the edge of the door.Make sure the hinge is set back 13/16 inch from the outside edge of the door, Using a sharp chisel recess the hinge so it finishes flush with edge of the door. Repeat for other hinges Drill pilot holes and screw hingesintoposition.Diagram 93. FRENCH DOOR CUT OUT FOR HINGE ° HINGE ° 13/16 [Diagram 931 Hang the right hand slave door first, making sure it fits correctly. Position the left hand door and shim as.necessary, making sure that the space on the top of the.door to the underside of the door frame is the same as the right hand door. Mark and - install the hinges as before and fit door to frame. Check that the doors close properly with equal clearance all around. The doors are heavy, help will be needed 66 HANGING THE FRENCH DOORS IMPORTANT NOTE: It is essential that all six surfaces of both french doors should have three coats of a high quality oil based stain/paint, applied prior to the installation. If paint/stain has not been applied prior to installing, twisting or warping of the doors may occur, and consequently, void the warranty. Remove the braces from the french door frame. Install french door frame seals which are fitted top, bottom then both verticals Diagram 90. FRENCH DOOR FRAME THRESHOLD PROFILE FRENCH DOOR FRENCH DOOR JAMB AND TOP FRENCH DOOR FRAME FRAME SEAL RAIL BOTTOM RAIL FRENCH DOOR FRAME BOTTOM RAIL FRENCH DOOR FRAME JAMB [Diagram 901 Select the two doors, the left hand door will always open first, from the outside Diagram 91. INSIDE FRAME CENTER MULLION FRAME LEFT HAND DOOR RIGHT HAND DOOR OUTSIDE [Diagram 91] 65 GASKET IS CUT AS SHOWN AT CORNERS INTERNAL / WEDGE GASKET [Diagram 881 Wipe away surplus silicone "P" from the corners. Continue to install wedge gasket on all panels. EXTERNAL WOODEN GLAZING BEAD Select and fit the top and bottom wooden glazing beads, be sure that the beading fits tightly under.the lip of the gasket. It should fit flush to the outside of wood panel Diagram 89. Secure with 3/4 inch brads 1 1/4 inch from each end and at 8 inch centers. Check the fit of the vertical beads and trim if needed. Continue to install, as previously described, the external wooden glazing beads on all panels. LASS EXTERNAL TIMBER BEAD IS PUSHED HARD UP AGAINST THE TWO PART BEAD TIMBER FRAME 3/4"BRADS PUNCHED BELOW TIMBER SURFACE AND FILLED LXL-F [Diagram 891 64 INSTALLING THE INTERNAL WEDGE GASKET Select the internal wedge gasket and glazing tool.Move to the inside of the conservatory. Starting in the middle of the panel at the top section of glass, make sure the end of the gasket is cut square. Insert the wedge gasket between the framing and glass pushing it into place as in Diagram 86. NOTE THE NARROW END OF THE INTERNAL WEDGE GASKET IS FITTED IN THE GAP BETWEEN THE GLASS GLASS UNIT UNIT AND PANEL UPSTAND ENSURE THIS GASKET IS FITTED THE CORRECT WAY AROUND INSIDE OUTSIDE [Diagram 861 Use the glazing tool supplied to create the gap between the glass and frame for inserting the wedge gasket.Diagram 87. Helpful hint: Use glass cleaner to lubricate the glass so the gasket will fat easier. RAISE ARM TO PUSH GLASS UNIT OUTWARD TO CREATE THE GAP FOR THE WEDGE GASKET GLASS LAZING TOOL NSIDE OF PANEL [Diagram 87] Do not stretch the gasket. When you reach a corner, first inject a small amount of silicone `P' into the corner between the glass and frame. Cut the back of the gasket and turn the corner, as in Diagram 88 63 Note: The glazing of the panels starts with fitting the base bead and bottom horizontal two part bead. You may wish to fit all these beads around the conservatory before installing the glass. Note:All panels including Pi wooden panels and sash panels are installed in same way. When securing the bottom base bead on a sash panel, it is necessary to trim the 314 inch brads down to 1/2 inch using pincers. Select and install two bridge packers in the bottom horizontals only, they must be located in the inside slots only, Diagram 85. BR�E PACKM O PART BEAD SECTION VIEW HORIZONTAL B BRIDGE PACKER POSITIONED BEAD.TWO PART IN EVERY HORIZONTAL SLOT BEAD NOT SHOWN SEE SECTION VIEW FOR FOR CLARITY. CORRECT WAY ROUND .[Diagram 851 Check the fit of the top horizontal two part bead and adjust the length if necessary. Lift the glass into the opening at a slight angle to rest on the base bead between the two part bead then push upright Diagram 86. Evenly space the glass in the opening. Note: If installing etched glass, be sure that it is fitted with the etched pattern to match the pre glazed french doors. Fit the top two part bead as before ensuring that it is fully engaged into the base bead. Now select the vertical two part beads, check lengths, silicone the ends and fit in the same way. Be sure that the pieces are tight at the bottom with any slight gap at the top. Continue to glaze all the conservatory panels in this manner. 62 Select and install the 1 foot 9 15/16 inch long horizontal base beads for fix panels (1 foot 7 3/16 inch for a sash panel). Insert the bead along the bottom and top of each of the panel openings. Trim to the exact size of the horizontal opening, if necessary Diagram 82. The horizontal bead is pushed all the way into the groove in the panel and nailed in place through the pre drilled holes using 3/4 inch brads. Make sure that the holes in the base bead line up with weep outlets in the panel, Diagram 82. DIAGRAM SHOWING THE POSITIONING OF THE BASE BEAD HORIZONTAL BASE BEAD ENSURE THAT THE BASE 3/4"BRAD BEAD IS POSITIONED AS SHOWN [Diagram 82] Select and install both vertical base bead lengths. Secure in place as previously described with the end of the bead in line with the pencil mark made on the panel jamb. Diagram 83. VERTICAL BASE BEAD.THE END OF THE BEAD MUST LINE UP WITH THE PENCIL MARK PENCIL MARK HORIZONTAL BASE BEAD [Diagram 831 Identify the horizontal two partbead. Push hard until the two part bead is fully engaged into the base bead as in Diagram 84. Insert at bottom section only. BASE BEAD ENSURE THAT THE O PART BEAD TWO PART BEAD IS FULLY ENGAGED INTO PUSH FIT THE BASE BEAD AT BOTTOM SECTION ONLY [Diagram 841 61 GLAZING THE PANELS Identify all the glazing parts as in Diagram 80. Check the glazing rebate of all panels to ensure that all screw heads are countersunk and filled with silicone and that the openings are clean and free of debris. Mark a pencil line 1 inch above each bottom and mid rail as in Diagram 80. 71 r ❑ INDICATES THE AREA WHERE EACH PENCIL MARK IS MADE T112.9C$ di b --Jj. Two BRIDGE PART PACKER BEAD . S INTERNAL WEDGE GASKET BASE BEAD [Diagram 801 Run a bead of silicone "T into the bottom corners of the rebate as in Diagram 8L RUN SILICONE"P" INTO THE BOTTOM CORNERS OF THE FRAME. [Diagram 811 60 INSTALLING THE FRENCH DOOR DRIP BEAD Select the french Door frame drip bead and fit into the groove on the top of the french door frame. Trim to fit in between the two exterior panel beads. Glue and nail in place as shown in Diagram 79. FRENCH DOOR INFILL FRENCH DOOR RENCH DOOR DRIP FRAME BEAD IS PINNED AND GLUED INTO PLACE AS SHOWN [Diagram 791 TREAT ALL THE TIMBER Start by cleaning off any visible wood caulking inside and outside the conservatory. Punch all nail heads below the wood surface and fill with wood filler. Use wood filler to fill over screw heads. Lightly sand down anyrro_ugh areas to leave the timber clean and smooth, then apply a coat of paint/stain to your conservatory. All the conservatory timber should be treated with 2 to 3 coats of high quality oil based stain/paint. 59 INSTALLING THE PANEL JOINT COVER BEAD Select the panel joint cover bead. The external and internal panel joint cover bead are fitted to every panel joint, panel-to-corner post and french door frame joint. Each external length should be cut to fit between fascia and the sill.Apply a small continuous 1/8 inch bead of wood caulking to each frame joint. Fit the cover bead in place with 3/4 inch brads toe nail on an angle. See Diagram 78. The brads should be off center and staggered. Countersink the brads below the surface and cover with wood filler. The internal cover beads are trimmed to the top of the panels if fitting blinds, or to the top of the headplate if not fitting blinds. All internal cover beads can be fitted to the finish floor. On kneewall models the internal sill boards (not supplied) should be installed before fitting the internal cover beads. Fit the internal corner beads in the same way. PANEL JOINT COVER BEAD 3/4"BRADS TOE NAIL WOOD ON AN ANGLE CAULKING WOOD CAULKING PANEL JOINT 314"BRADS TOE NAIL COVER BEAD ON AN ANGLE [Diagram 781 58 Select and install the cresting and finial directly onto the ridge flashing. Run a generous line of silicone "P" along the ridge flashing before installing the finial on the apex timber, then work back to the house wall interlocking the cresting sections. The last length of cresting may have to be cut to fit.Diagram 76. CRESTING FINIAL LINE OF FLASHING TOTALLY COVERING THE APEX TMER [Diagram 761 Identify the glazing bar end cap and break off the small section on the inside edge. Measure down 3/8 inch from the top, find the center and drill a 1/8 inch diameter hole. Screw to the aluminum glazing bar using 1/2 inch No10 panhead stainless steel screws.Diagram 77. BREAK OFF THIS SECTION [Diagram 77] 57 wSelect the 9 inch flashing aria cut 15 pieces of flashing as in Diagram. 74 Starting at side of the apex timb&,fia§h,Qnto the polycarponate approximately 3 inch up owe t e apex timber and overlap earl pi0be approximatgly 5/&inch working all the way aroun4Diagram 74- 4z 44 � Z:c CUT 15 PIECES OF THE 9 INCH FLASHING - _ x. LIIJE OF FLASHING TOTALLY COVERII�IpG THE APEX TIMBER 4" Diagram 74 select the 6 inch wide self adhesive flashing and fit over the cresting timber,4qually onto both sides of the polycarbonate sheets. Starting from the house wall down to the apex timber and overlapping the small stripes of flashing at the apex,Diagram 75& 76 SEAL APEX OF ROOF USING 6'WIDE FLASHING ALONG THE FULL LENGTH OF THE RIDGE G TAMER POLYCAR80NA LYCARBONATE [Diagram 751 56 Diagram 72 shows the exact method of fastening at the fa d at t*purlin. DO NOT over tighten the buttons as this wil1l no u button to POR into place also this Gill a s utons that cguMkOIF cause them to spa ff e •' � FASTENING BUTTON FASTENING r PUR } f FRONT" FASCIA DRILL 3/4" C CE E PO LYC NATE AND SECURE THE BUTTON FASTENER C HOLE.WHE G,BE SURE THE FOAM SEAL IS PLAC OF THE BUTTON AND THE METAL WASHER IS INSTALLED WITH THE SCREW. [Diagram 721 You must now gain access to the apex of the roof. At the apex timber apply a generous bead of silicone P around the joint between the polycarbonate and the apex timber, Diagram 73. SILICONE P APER:TIlvMMZ' EUCONE 7 LINE [Diagram 73] 55 Note: Do not over tighten screws or deform the glazing bars. Before installing additional polycarbonate roof sheets, seal to the house wall using the 9 inch wide flashing, starting at 13/4 inch over the installed glazing bar and up the house wall Diagram 69 Note: Once the house wall sheets have been installed and sealed to the house wall, the house sheathing can be completed as necessary Fit one side of the rectangular sheets in the same way. Fit the radial sheets, which are numbered, around the front of the conservatory.Diagram 70, which shows the location of each sheet. The aluminum glazing bars should extend approximately 9/16 inch pass the polycarbonate edge. Cut as necessary. Select the aluminum polycarbonate closure.This will run continuous around the bottom edge of the polycarbonate sheets. Mitre cut at the corners 22 1/2 o . Run a 1/8 inch bead of silicone T'on the inside top lip of the sheet closure and push fit onto the end of the polycarbonate sheet. Push the closure fully onto the end, going underneath the glazing bar gaskets Diagram 71. D MODEL F MODEL W D Fl F9 F2 F8 4 F5 F6 F"7 SHOWS POSITION OF THE BUTTON FASTENING [Diagram 701 PLO a �f tl,e 4 ,., anr� nn� •- , Trim the rafter glazing gasket to the outside edge of the wooden fascia adapter. POLYCARBONATE SHEET SILICONE P r ALUMINUM CLOSURE PROFILE [Diagram 711 54 Note:The polycarbonate can be cut using a good hand saw or jigsaw. Use a chalk line to ensure straight cut.Do not, at this stage, remove the protective film. Do not remove the breathable tape from the edges. Note: Before removing the protective film, it is the clear film which must face down, the film that has instructions faces up Select the aluminum roof glazing bars and gaskets. Drill the glazing bars in the center using a 3/16 inch diameter bit starting 4 inch from the end and at approximately 12 inch centers. Fit the gasket into both sides of the aluminum glazing bars Diagram 68. NOTE_ IF GASKETS ARE DIFFICULT TO INSTALL, A LUBRICANT CAN BE PVC GASKET USED TO EASE THE AL MrNUM INSTALLATION GLAZING BAR Diagram 68 Fit the first glazing bar on the wall rafter, from the cresting timber and over hang the fascia.Secure to the wall rafter using 2 1/2 inch No 8 stainless steel pan head screws.Do not over tighten screws as this could deform the glazing bars. Run a generous bead of silicone T'down the glazing bar next to the house wall.Diagram 69. FLASHING ALUM NUM GLAZING BAR ALUMINUM GLAZING BAR SILICONE„P' GASKET GASKET HOUSE WALL POLY ARBONATE POLYCARBONATE 2 1/2"No 8 STAINLESS STEEL WALL RAFTER PAN HEAD IN ERMEDIATE RAFTER •� [Diagram 69J �� .•_. e .4 _�,. A SUGGESTED METHOD OF FLASHING TO HOUSE WALL FLASHING UMINUM DRIP EDGE(NOT SUPPLIED) WOODEN 1 X 5(NOT SUPPLIED) HOUSE W UMINUM GLAMNG BAR SILICONE'?— GASKET 2 W NO 8 STAINLESS STEEL. OLYCARBONATE PAN HEAD SCREWS WALL RAF7'EF [Diagram 69A] 53 Secure the wooden fascia adapter to the fascia using 1 1/4 inch No 10 countersunk screws. Ensure by running a straight edge down the rafter gasket and over the front fascia that the wooden fascia adapter fits tight up against the underside of the rafter gasket. Hold and secure in place Diagram 65. Select the fascia adapter gasket and insert this into the groove in the top of the fascia adapter cutting to fit between the rafter gaskets. Apply a small dab of silicone 7 to create an additional seal between the rafter gasket and the fascia adapter gasket Diagram 65. Where the wall rafter meets the house wall, install 5/8 inch square timber spacers (not supplied) to the top of the wall rafters, tight up against the house wall. Fasten to the rafters using 1 1/4 inch No 10 counter sunk screws. The spacers must run full length of the wall rafter and be cut flush to the outside of the fascia adapter Diagram 66. 6/8'TIMBER DEDUCT 1/4"FROM THIS DIMENSION AND CUT THE POLYCARBONATE SHEET SPACER(NOT SUPPLIED) HOUSE WALL kift WALL RAF ER [Diagram 661 INSTALLING POLYCARBONATE ROOF SHEETS Working from inside the conservatory, install the first rectangular polycarbonate sheets starting at the house wall. This sheet may have to be trimmed to fit .Allow 1/8 inch between the rafter gasket upstands and the polycarbonate for expansion. The polycarbonate sheet must be pushed into the groove in the cresting timber and secured at the ridge in two places using 1 1/4 inch no 8 screws fastened at an angle through the polycarbonate and into the ridge add-on timber Diagram 67.-- CRESTING TRYMER POLYCARBONATE POLYCARBONATE PUSH THE POLYCARBONATE UP THE ROOF SO THAT IT Ira'NO.8 LOCATES INTO THE ROUNDHEAD GROOVE IN THE SCREWS CRESTING TIMBER [Diagram 671. 52 POSITION THE HOLES IN FASCIA THE CENTER OF THE BUBBLE WOODEN FASCIA ADAPTER. SEAL FASCIA — 1 1/.' No 10 COUNTERSUNK SCREW [Diagram 641 INSTALLING THE WOODEN FASCIA ADAPTER AND SEAL. Identify the wooden fascia adapter. This fits as shown in Diagram 64 and needs to be cut to length and mitred at the corners by 22 1/2 degrees. Measure the top outside dimension of the fascia and cut the adapter to length. Starting at 1 inch.from each end and at approximately 12 inch centers drill and countersink 3/16 inch diameter holes in the position shown in Diagram 64& 65. RUN ASI'RAIGHTEDGEDOWNTHE SILICONE`P' ADAPTER RAFTER GLAZQ4G GASKET TO ENSURE THAT THE FASCdAADAPTER, GASKET IS A TIGBT FIT TO THE UNDERSIDE OF THE GLAZING GASKff 0 0 ° O [Diagram 651 51 INSTALLING THE RAFTER GLAZING GASKETS Select the rafter glazing gasket. Identify the length for each rafter. Starting at the ridge, lay the glazing gasket the full length of the rafter and overhang the fascia. Nail or staple through the center channel of the gasket using 5/8 inch brad nails or staples into the top of each rafter Diagram 63. RAFTER GLAZING GASKET RAFTER FASCIA [Diagram 631 INSTALLING THE FASCIA BUBBLE SEAL. Select the fascia bubble seal. Push fit the bubble seal into the groove on top of the fascia, tapping with hammer Diagram 64. Repeat the procedures for other sections of fascia. Where the rafter gasket overhangs the fascia bubble seal, use a sharp knife to cut the fascia bubble seal either side and remove that section of flexible rubber. This allows the rafter gasket to lay flat over the fascia Diagram 64. 50 HOUSE WALL NOTEOP:THE T OF THE PURLIN THE FRONT OF THE CONSERVATORY ACIS TO BE FLUSH WITH TP OF EACH RAFTER WALL RAFTER ADD ON TDABER SIDE RAFTER I I SIZE PURLIN I BRACKET I � HALF SIZE PURL N BRACKET I I HALF SIZE PURLIN BRACKET WALL RAFTER `A FRAME ASSEMBLY RAFTER [Diagram 6A The top face of the purlin will project 3/16 of an inch above the rafters when in the brackets. Secure the purlins to the brackets using 11/4 inch No. 8 roundhead screws Diagram 62. PURLIN 3/16' 1 1/4 INCH NO.10------*, . 11/4INCH NO.10 COUNTERSUNK ..COUNTERSUNK SCREW SCREW PURLIN PURLIN BRACKET BRACKET 1 V4'NO.8 114'NO.8 ROUND HEAD ROUND HEAD SCREW SCREW INTERMEDIATE RAFTER [Diagram 621 49 INSTALLING THE WALL RAFTERS ADD ON AND THE PURLIN TIMBERS Identify the purlins (part 26), the purlin brackets and wall rafter add on timbers (part No. 28). Starting at the ridge. Each wall rafter add on timber will butt up against the ridge add-on timber and be positioned so that the top face of the rafter add-on timber is 3/16 inch higher than the top of the wall rafter. Fasten wall rafter add-ons using 1 1/2 inch brad nails Diagram 60. Recess nails using nail set. 3/16° lADD ON TIIABER TO BE SET HIGHER THAN TOP OF THE WALL PLATE. WALL RAFTER ADD --ON TMBER PART NO.28 RIDGE ADD-ON TIlABER WALL RAFTER �_ ' � -''---RIDGE WALL RAFTER ADD ON TDJBER PART NO 28 [Diagram 601 Position the half size purlin bracket into the pre notched wall rafter, flush to top of the rafter. Secure to the rafter using 11/4 inch No. 10 countersunk screws. Fit the full size purlin brackets into the side rafters and secure using 1 1/4 inch No. 10 countersunk screws, Diagram 61& 62. Each intermediate side rafter has full size purlin brackets and the `A'frame assembly has a half purlin bracket fitted to the house side of the rafter. Keep the purlin brackets flush to the top of the rafters. Ensure that the purlins will run parallel to the ridge. Fit the remaining wall rafter add-on timbers as before running from the purlin down to the fascia. Note: The purlins may have to be reduced to 22 5/8 inch to fit between brackets. Purlins also, may need to be beveled to allow for the roundness of the metal bracket. 48 Select the `A'frame timber (part 20) and screw to the underside of rafters using two 2 inch No. 10 countersunk screws, Diagram 58. RAFTER RIDGE o `--'AI FRAME TIMBER PART N0.20 2"NO. 10 COUNTER SUNK SCREWS ° [Diagram 581 Select"the roof bracket cover (part 30), fasten this to the underside of the `A'frame rafters using three 2 inch No. 10 countersunk screws.Diagram 59. `A'FRAME ASSE LY `A'FRAME THvIBER PART NO.20 o • o • 2" NO. 10 COUNTER e SUNK SCREWS OOF BRACKET COVER PART NO.30 [Diagram 59]. 47 SECURING THE SIDE RAFTER VERTICAL TIE ROD SUPPORTS TYPE F Install the tie rod sets as previously described on page 32 Diagram 30&56. TIE ROD WITH WELDED NUT AND SLEEVE - TYPE F TIE ROD BRACKET TURNBUCKLE TIE ROD WITH 'PIE ROD AND SLEEVE WELDED NUT AND SLEEVE TURNBUCKLE TIE ROD .�- -"BRACKET (Diagram$61 Select the vertical rod supports and plastic sleeves. Slip the plastic sleeves onto the vertical rod supports and thread into the turnbuckles. Fasten the vertical rod supports to the underside of the rafters using 1 1/4.inch No 8 round head screws. Diagram 57. Be sure that the tie rods are horizontal and the supports are vertical.. UNDERSIDE OF RAFTER. 1 1W NOS C ROUND HEAD SCREWS VERTICAL TIE ROD AND SLEEVE TURNBUCKLE [Diagram 571 46 All metal ridge board plates and the `A frame timbers will need to be secured to all side and wall rafters using two 2 inch No 10 countersunk screws Diagram 54. Note:The `A'frame timber used on the wall rafters does not have a pre drilled hole to accept the vertical tie rod but it is fastened in same way to the underside of the wall rafters. `A'FRAME TIMBER PART NO.20 2'NO 10 COUNTER, e SUNK SCREW TURNBU VERTICAL TIE ROD AND PLASTIC SLEEVE [Diagram 541 Screw the roof bracket cover(Part No 30) to the rafters as shown in Diagram 55 Note:Be sure the horizontal tie rods are level. A FRAME ASSEMBLY `A FRAME • TIMBER PART NO.20 0 2'NO. 10 COUNTER ° SUNK SCREWS VERTICAL TIE ROD ROOF BRACKET AND PLASTIC SLEEVE COVER PART NO.30 TURNBUCKLE [Diagram. 55] 45 TIE ROD SUPPORTS TYPE D CONSERVATORY ONLY. Select vertical tie rod supports, plastic sleeves, metal ridge board plates and the `A' frame timber (part 20). Thread one end of the vertical rod into the turnbuckle 5/8 inch; feed the plastic sleeve over the vertical rod, then the roof bracket cover (part No 30) and then the `A' frame timber, thread the metal ridge board plate onto the rod and turn the rod to the vertical position.Diagram 52. `A FRAME ASSEMBLY A FRAME TRvIBER PART NO.20 0 0 VERTICAL TIE ROD ROOF BRACKET AND PLASTIC SLEEVE COVER PART NO.30 TURNBUCKLE [Diagram 521 Lower the roof bracket and the "A" frame timber down the tie rod and screw the metal ridge board plate to the ridge board using a 11/4 inch No 10 screws countersunk screw, Diagram 53. RIDGE ADD-0N SIDE WIEP TIMBER ERSIDE OF RIDGE 1 ll4 NO. 10 COUNTER METAL RIDGE PLATE SUNK SCREW-------__,,, USED ON D CONSERVATORY ONLY VERTICAL TIE ROD. ]Diagram 531 44 Secure the other side rafters at the top into the ridge board using 3 1/2 inch No. 10 countersunk screws. Be sure that the top of the rafters are flush to the top of the ridge board. Refer to Diagram 50. 31/2`NO. 10 SCREWS SECURING RAFTERS TO RIDGE BOARD. RIDGE ADD- ON CRESTING TIMBER PRE-DRILL AND COUNTERSINK RIDGE HOLES 1'FRAM THE END AND SCREW INTO THE RIDGE AT AN ANGLE.. INTERMEDIATE RAFTER [Diagram 50J Fasten each rafter to the head plate through the tie rod bracket holes, using 11/4 inch No.8 roundhead screws Pre-drill pilot holes into the end of the rafter using the pre-drilled holes in the fascia as a template and fasten with 2 i/2 inch No. 12 countersunk screws. Repeat this process for all consecutive pairs of side rafters. SECURING THE SIDE RAFTER VERTICAL TIE ROD SUPPORTS TYPED (TYPE F ON PAGE 46) Install the tie rod sets as previously described on page 31.Diagram 29& 51. TYPE D TIE ROD BRACKET ROD AND SLEEVE • uclax. ROD AND SLEEVE TIE ROD BRAC= [.diagram 511. 43 NEW Cut the cresting timber part(No. 17) to the same size as the ridge board plus 1/4 inch; Screw to the top of the ridge board using 2 1/2 inch No. 12 countersunk screws and butt it up against the apex timber,Diagram 49. INSTALLING THE SIDE RAFTERS Select the ridge board add-on timbers art 24 the side rafters art 25 and the tie rod sets. Starting at the`A'frame secure into position using 1 72 inch brad nails so that the top of the add-on Im er 1s flush with the slot in the cresting timber, Diagram 49. Note: Prior to installing the side rafters into position make sure you install a tie rod through the tie rod bracket at the end of the rafter. Refer to page 29 Diagram 27 Install a pair of intermediate rafters next to the add-on timbers already installed and secure to the ridge as previously described. Using the add-on timbers as a spacer to determine the location of the intermediate rafters, secure the add-on timbers onto the ridge using 11/2 inch brad nails. Position a side rafter tight to the end of the add on timber and continue the sequence up-to the house wall rafter. Secure all side rafters as previously described,Diagram 45. NOTE. The ridge add on that is next to the wall rafter will have to be cut to fit. The spacing of the rafters at the headplate must be equal to the spacing of the rafters at the ridge board. NOTE:THE RIDGE ADD-ON TIMBER IS 114"HIGHER THAN RAFTERS,BUT FLUSH WITH THE CRESTING TIMBER GROOVE. 2 1/2"NO.12 COUNTER UNK SCREW CRESTING TIMBER PART No 17 RIDGE ADD- ON PART-No 24 RAFTER RIDGE [Diagram 491 42 at the`A frame using a 2 through the e to the metal roof bracket bracket, t Secure the ridge w from.the underside of the metal countersunk screw,sere hole Diagram 47. counter sunk screw RIDGE FRAME tAAS'S Y 'IOP"OF THE BE 0 RIDGE IS TO THE FLUSH NTH TOP OF THE'A! ML D OF 0 � RM g,AYTERS • • ER SUNK S - [Qiagram 471 to po��, et ecid a • APPe 1 8 1 X12 ec bra $lect the Brack e ' fram �eo e o `�Cln�the bol nco m 48 D' �V RIDGE a ,,N FRAME ASSEMBLY . • r • UNDERSIDE OF METAL ROOF BRACKET Diagram 48 41 Install the second wall rafter, making sure both rafters are flush with top of the ridge board. Secure the second wall rafter to the ridge by drilling and countersinking at an angle into the ridge board, using 3 112 inch No 10 countersunk screws, Diagram 46. 3 LIT NO.10 TOP OF'A'FRAME RAFTERS s 1/2'No.10 WALL RAFTER COUNTER SUNK AND WAIL RAFTERS TO BE SUNK SC SCREWS DRIVEN IN FLUSH WITH THE TOP OF THE TURK IK TAE AT AN ANGLE RIDGE BOARD. TFIIt[JUGH THE RIDGE BOARD. -1 RIDGE WALL RAFTER RIDG [Diagram 451 The metal plates on the bottom of the wall rafters will fit into the head plate groove. Secure the wall rafter to the head plate Diagram 46 Secure the wall rafters through the pre-drilled holes in the fascia using,2 1/2 inch No. 12 countersunk screws Diagram 46. SECURE WALL PLATE TO FASCIA WITH 2 1/2"NO. 12 COUNTERSUNK SCREWS THROUGH THE PRE-DRILLED HOLES IN THE FASCIA THE WALL RAF'T'ER METAL PLATE LOCATES INTO THE GROOVE IN THE HEADPLATE.SECURE METAL PLATE TO THE HEADPLATE WITH 1 1/4"NO. 8 ROUND HEAD SCREWS The wall rafters must now be secured to the house wall studs using 4 inch No 12- countersunk screws. A minimum of four fasteners per rafter are required (Masonry fasteners are not supplied). 40 Fit and join the two ridge boards together using wood glue and secure as before Diagram 43. 1/4" RIDGE , 2^NO.10 COUNTERSUNK SCREWS FRONT OF THE CONSERVATORY [Diagram 43] Fit the other ridge joining timber, following the same procedure as before. Diagram 44. VC WHIN 1RPv0M4G THE RIDGE TO LENGTH,CUT FROM TM END(HOUSE WAIL END) A) RIDGE FRONT OF THE CONSERVATORY [Diagram 44] FOOT NOTE: Be Sure the front panels and the "A" frame are plumb.,Remove the ridge spacer block and measure from the house wall to the back of the metal roof bracket to determine the ridge length. Cut the ridge board to the required length. Insert the front end of the ridge board into the metal roof bracket and prop the opposite end of the ridge board against the house wall. Drill and countersink two holes through the ridge board 7/8 inch from the house wall. Be sure the ridge is level and Install the first wall rafter, secure through the ridge board using 3 1/2 inch No 10 countersunk screws, Diagram 45. 39 RIDGE BOARD JOINING INSTRUCTIONS FOR D6, D7, F6 AND F7 ONLY. (IF NOT APPLICABLE MOVE TO PAGE. 39 FOOT NOTE) These ridge boards consist of two pieces,joined by two ridge board joining timbers. Select the ridge board lengths 7 feet 2 3/8 inches, and 4 feet 3 1/8 inches, for size 6. Select the ridge board lengths 7 feet 2 3/8 inches and 6 feet 3 13/16 inches for size 7. Select ridge board joining timbers (parts 31) for type D &F.Measure 10 112 inches from one end of the 7 feet 2 3/8 inches ridge piece and mark on both faces. Drill and countersink pilot holes in the ridge board joining timber(Diagram 42).Apply wood glue to the back of the ridge board joining timber and position at the mark on the ridge.Secure to the ridge board using 2 inch No 10 countersunk screws. The back of the joining timber must be 1/4 higher than the top edge of the ridge board. Diagram 42. TOP OF JOINING M BER,IS 1/4' HIGHER THAN TOP OF THE RIDGE 114' RIDGE RIDGE JOINING TMER JOINING PART No.31 TZMER RIDGE PART NO.31 10 1l RIDGE SECTION RIDGE LENGTH T-2 3/8'� 2'NO. 10 COUNTER SUNK SCREWS [Diagram 42] Remove the ridge spacer block from the `A frame. Measure from the house wall to the back of the metal roof bracket and cut the remaining ridge board to length. 38 Secure each radial rafter to the head plate using 1 1/4 inch No. 8 roundhead screws. Secure each radial rafter through the pre-drilled holes in the fascia using 2 1/2 inch No. 12 countersunk screws. Refer to Diagram 40. 2 1/2'NO.12 2 1/2'NO.12 1 114'NO. COUNTER COUNTER SCREWS ROUNDHEAD SUNK SCREWS SUNK SCREWS -/ 11/4' AD S 114'No.8 ROUNDHEAD SCREWS 11/4' No.8 ROUNDHEAD RADIAL RAFTER B FOR TYPE D RADIAL RAFT , SCREWS OR B,BI,D,Dl F OR TYPE F OR A,Al,C,Cl,FOR TYPE F [Diagram 40] INSTALLING HOUSE WALL RAFTERS AND RIDGE BOARD. Select the wall rafters part 19 and the wall rafter metal end plates. Secure the metal plates to the end of the wall rafters, using 1 inch No.6 countersunk screws, making a left and right hand pair, Diagram 41. Metal end plates are shorter and have only 4 holes. WALL RAFTER PART NO. 19 METAL PLATE IS TO BE FLUSH WITH THE END OF RAFTER I'NO.6 COUN'T'ER. SUNK SCREW FRONT OF THE CONSERVATORY METAL PLATE. [Diagram 41] 37 Position the radial rafters on the metal roof bracket as in Diagrams 38, and at the fascia as in Diagrams 40. TYPE"D" METAL ROOF BRACKET TYPE"F" METAL ROOF BRACKET A A JBO Al B ' B1 B A B A Cl 1 LINE UP THE CENTER OF EACH RADIAL RAFTER WITH CORRECT HOLE IN THE METAL ROOF BRACKET [Diagram 381 The radial rafter ends with the large notch will rest on the metal roof bracket Diagram 39. Radials A, C, Cl and Al line up with the corner angles, and the center of radials B, D, D 1 and B1 line up with the center of the pre-drilled holes in the fascia. Arrange each radial rafter with the appropriate hole in the metal roof bracket for either D or F conservatories Diagram 38. Move the radial rafters to achieve a plumb outside panel wall. Secure each radial rafter to the metal roof bracket from the underside, using the 2 inch coach screws. Be sure the back of the notch in the rafter is hard up against the metal plate Diagram 39. RADIAL RAFTER APE%TIMBER HOUSE SIDE METAL BRACKET `A!FRAME ASSEMBLY 2"COACH SCREWS SECURE ALL RADIAL RAFTERS WITH COACH SCREWS FROM THE UNDERSIDE OF THE METAL BRACKET [Diagram 391 36 When the `A'frame is located in the correct position, the center of the rafters line up with the center of the pre-drilled fascia holes. Holding the `A'frame plumb, secure the metal brackets to the head plate with 11/4 inch No. 8 roundhead screws Diagrams 35. Secure the `A'frame rafters as in Diagrams 36. FASCIA SECURE RAFTER WITH 2 112-NO. 12 COUNTER SUNK SCREW THROUGH THE PRE DRILLED HOLE IN THE HEAD PLATE FASCIA [Diagram 361 Select the apex timber(part No. 29) and set onto the metal roof bracket. Secure from the under side of the bracket through the pre-drilled hole, using a 2 inch No. 10 countersunk screw.Diagram 37 SLOTS MAY HAVE TO BE CUT TO CLEAR THE 4]@'*--APFX TIMBER BRACKET NUTS PART NO.29 RIDGE SPACER BLOCK PART NO 16 (13/4-X 13/47 5 7/16-) 0 ROOF METAL BRACKET 0 0 0 0 0 0 2°NO. 10 `A'FRAME ASSEMBL COUNTERSUNK SCREW THROUGH THE METAL BRACKET [Diagram 371 35 INSTALLING THE `N FRAME A minimum of two people will be required to lift and position the assembled`A' frame. The position of the `A'frame should be one panel back from the corner. Locate the bottom ends of the rafters onto the head plate so that the front face of the`A' frame lines up to the house side of the panel joint.Diagram 34. METAL ROOF BRACKET 'A FRAME ASSEMBLY FRONT HOUSE WALL THIS FACE TO LINE UP WITH 1 p j�- THE PANEL JOINT i PRE DRILLED HOLE IN THE FASCIA PANEL JOINT INSTAL,TO THE HOUSE SIDE OF THE JOINT.DO NOT CENTER [Diagram 341 Holding the `A'frame steadylocate the-tie-rod brackets into,the,groove of the head plate.Diagram 35. 1114*ROUNDHEAD NO 8 SCREWS RAFTER 1 FASCIA �---� 11/4'No 8 ROUNDHEAD SCREWS LOCATE THE TIE ROD BRACKET INTO THE GROOVE HEADPLATE ON THE HEADPLATE [Diagram 351 34 Slide the two metal tie rods with welded nuts through the tie rod brackets and then slide on the plastic sleeves . Using a pair of pliers, thread the turnbuckle onto the rod about 3/4 inch Diagram 32. NOTE:Do not rotate-the turnbuckle. Grip and rotate the tie rod. Push back the plastic sleeves and tighten the thread on the turnbuckle.Do not loosen the turnbuckle from the center plastic sleeve. STAGE ONE HOLD ONE END OF THE TIE ROD WITH A PAIR OF PLIERS AND THREAD ON THE TURNBUCKIE e STAGE TWO HOLD THE TURNBUCHIE AND p THREAD ON THE OTHER TIE ROD USING A PAIR OF PLIERS [Diagram 321 Holding the other turnbuckle, thread in the other tie rod Diagram 32. Turn the outside rods until the overall dimension is 14 feet 5 15/16 inches. NOTE.All the threads are clockwise. PREPARING THE RADIAL RAFTERS Take out all rafters from boxes and identify the radial rafters. Each rafter is marked on end. Select the radial rafters, parts A and B (for D style conservatories) or parts, A, B, C, D, D1, C1, B1 and Al (for F style conservatories), and the straight and angled rafter metal end plates,Diagram 33. Secure angled metal plates to the ends of radial rafters, A, Al, C and C1. Secure straight metal plates to the ends of radial rafters B, B1, D and D1 using 1 inch No. 6 countersunk screws.Diagram 33. NOTE METAL PLATES ARE TO BE FLUSH wrM THE END OF THE RADIAL RAFTERS RADIAL RAFTERS A,Ai.C,AND Ci RADIAL RAFTERS B,Bi,D AND Dl ` • • ANGLED RAFTER 1 AL PLATE STRAIGHT RAFTER - h=AL PLATE I'NO.6 COUNTER.SUNK SCREWS [Diagram 331 33 All type F tie rod sets contain: two tie rod brackets, two metal rods with welded nuts on one end, one length of threaded rod, three plastic sleeve lengths, two turnbuckles, two vertical tie rod supports, and two short lengths of plastic sleeve Diagram 30. TYPE F VERTICAL TIE ROD RIDGE SPACER BLOCK PART NO 16. (1 3/4'X 13/4'X b 7/16') TIE ROD WITH WELDED NUT NUT AND SLEEVE METAL BRACKET TIE ROD ® BRACKET VERTICAL TIE ROD --� TURNBUCKLE TIE ROD WITH TIE ROD AND SLEEVE WELDED NUT AND SLEEVE .y TURNBUCKLE NUT TIE ROD f— BRACKET [Diagram 301 Secure the two tie rod brackets to either end of the`A'frame rafters Diagram 30. Use a 2 inch No. 10 countersunk screw. Select the shorter length of tie rod.Thread a turnbuckle about 3/4 inch onto the rod. Slide on the plastic sleeve and thread the other turnbuckle on the other end until the plastic sleeve is tight between the two turnbuckles Diagram 31. E F MIDDLE TIE ROD AND PLASTIC SLEEVE p NOTE:PLASTIC SLEEVE IS BE TIGHT BETWEEN TWO TURNBUCKLES ` (Diagram 311 32 Holding one of the metal rods with a pair of pliers, thread the turnbuckle onto the rod about 3/4 inch Diagram 29. Holding the turnbuckle, and using a pair of pliers, thread in the other metal rod Diagram 29.Adjust the thread assembly to achieve the overall dimension of the `A'frame which is 10 feet 4 5/8 inches. NOTE.Protect all metal components from damage when using pliers,grips, etc. TYPE D STAGE ONE HOLD THE ROD WITH PLIERS AND THREAD ON THE TURNBUCKLE. THREAD ON APPROM 314' STAGE TWO HOLD TURNBUCKLE AND THREAD ON OTHER TIE ROD USING A PAIR OF PLIERS [Diagram 29] PREPARING THE `A' FRAME TYPE F Select the `A'frame rafters (parts No. 32 which have four pre drilled holes at one end), the ridge spacer block(part No. 16, 1 We X 13/4"X 5 7n6"), the metal roof bracket and eight 2 1/4 inch M6 bolts and nuts and washers. Lay the two`A'frame rafters (part No. 32)on a flat surface, enlarge the pre drilled holes 1/8 inch larger if the bolts are a tight fit. Install the ridge spacer block and position the metal roof bracket onto the `A'frame rafters, bolt together using the 2 1/4 inch long M6 bolts, nuts and washers. The overall dimension of the `A'frame is 14 feet 5 15/16 inches. Tighten the bolts. Note: All bolts are installed with the threads towards the front of the conservatory. Diagram 28. 31 Lay the two `A' frame rafters (part 32)on a flat area and insert part 16, the ridge spacer block (13/4" x 13/4" x 5 7/16"), to take the place of the ridge board. Position the metal roof bracket on the `A'frame rafters and bolt together using the 2 1/4 inch long M6 bolts, nuts and washers. NOTE.Bolts are installed with the threaded side towards the front of the conservatory. The overall dimension of the `A'frame is 10 feet 4 5/8 inch. Ensure that the ridge spacer block is correctly located before tightening the bolts.Diagram 28. TYPE D= 10'-4 5/8" TYPE F= 149- 5 15/16" NOTE: IF THE PRE- METAL DRILLED HOLES IN RACKET THE`A'FRAME RAFTERS ARE TIGHT ENLARGE 1/8"TO ALLOW BOLTS EASIER ACCESS THROUGH THE METAL • BRACKET. FRONT VIEW OF A FRAME RAFTER PART NO 32 RIDGE SPACER BLOCK( 13/4" x 1 314" x 5 7/16". ` 'FRAME RAFTER NOTE:THE TOP OF THE 0 PART NO 32 RAFTERS ARE FLUSH WITH THE TOP OF THE RIDGE SPACER BLOCK O [Diagram 281 30 Fit the two tie rod brackets, one to each end of the `A'frame rafters. Secure with a 2 inch No 10 countersunk screw. Diagram 26. TIE ROD BRACKET `A'FRAME(AND INTERMEDIATE) RAFTERS o 0 2"NO.10 COUNTER SUNK SCREW [Diagram 261 Install the two metal rods through each of the tie rod brackets and then insert the plastic sleeve over the metal rods Diagram 27 TIE ROD 0 0 TIE ROD BRACKET o° WELDED NUT 0 [Diagram 271 29 PREPARING THE `A' FRAME TYPE D NOTE.Refer to the relevant section for either type D or type F. Styles D1 and FI do not use any tie rods. Select the`A'frame rafters (parts 32, which have four pre drilled holes at one end) the ridge spacer block(part 16,)the metal roof bracket and eight 2 1/4 inch M6 bolts, nuts and washers. Select the tie rod set which contains two tie rod brackets, two metal rods with nuts on one end, two plastic sleeve lengths, one turnbuckle and one short length of metal rod, and plastic sleeve Diagram 25. TYPE D ART NO 16 RIDGE SPACER BLOCK ER 13/47 X 13/4"X 6 7/16" METAL BRACKET WELDED NUT e RODAND:SLEEVE TIE ROD BRACKET IE ROD AND SLEEVE a UCKLE WELDED NUT TIE ROD AND SLEEVE TIE ROD BRACKET [Diagram 25 28 ALTERNATIVE METHOD TO INSTALLING THE RAFTERS BEFORE THE FASCIA NOTE: This is an alternative customer choice to Hartford's usual method of installing the rafters and fascia boards, please make sure that you read and fully understand both methods before deciding which one to use. In Hartford's quest for an easier installation procedure, we offer this method when installing the rafters before the fascia boards. This method involves selecting and installing the radial rafters after the"A"frame has been positioned into place. Select and install all the metal tie rods and radial metal plates and fit them onto all side and radial rafters as in page 29 Diagram 26,page 33 diagram 33. Install the apex timber as in page 35 diagram 37. Position the radial rafters onto the metal roof bracket and secure as in page 36 Diagram 39. Make sure your rafters are flush with the outside edge of the wall plate. Secure the comer rafters and position the other radial rafters until the metal plate drops into the groove on the outside edge of the wall:plate and temporarily secure as in page 37 diagram 40. Select and install your ridge board as in page 38. Install all your side rafters and secure at headplate as in page 34 Diagram 35. Secure at the ridge board as in page 40 Diagram 45, making sure they are 23" apart and line up with one face of each panel joint as in page 34 Diagram 34. Once all the rafters have been installed, feed the outer tie rods with the welded nut from the outside through the metal tie rods as in page 29 diagram 27. Connect all the tie rods together checking the correct dimension as in page 30 diagram 28. After all the tie rods components have been connected together, fit the fascia board as in page 26, making sure all the pre-drilled holes in fascia board line up to the center of the rafters. NOTE:A slight adjustment of the rafters may be necessary to line up the holes in the fascia by unscrewing the rafter bracket and adjusting as necessary. 27A Fit part 13 into the head plate.Diagram 23. Be sure each mitered end lines up with the center line of the corner posts. Use clamps to hold in position. Secure the fascia to the head plate through the bottom pre-drilled hole in the fascia using 2 inch No 10 countersunk screws. Use liberal amounts of wood caulking on each of the fascia joints. Repeat for parts 11, 12, 14 and 15. FASCIA HEADPLATE T NO.10 COUNTER SUNK SCREWS THROUGH PRE DRILLED HOLES [Diagram 231 When fitting parts 11 and 15 you will have to drill and countersink holes in the fascia timber at the house wall ends 7/8 inch in from the end, Drill three holes. Use the bottom hole to secure to the head plate and the other two holes when securing to the wall rafter,Diagram 24. DRILL AND COUNTM SINK 3 HOLES IN THE HOUSE WALL END OF FASCIA 11 AND 15. 1 I 2"NO.10 COUNTER SUNK SCREW ® HEADPLATE 1 FASCIA [Diagram 241 27 INSTALLING THE FASCIA for an alternative method of installation, turn to page 27A Select the fascia timbers, parts 11, 12, 13, 14 and 15. Parts 11 and 15 are left and right hand mitered and deliberately oversized by 13/4 inch.With conservatory styles D6. D7 or F6 F7 only, parts 11 and 15 are in two pieces When cutting always cut the shortest length. Measure from the center line of the corner post to the house wall and cut parts 11 and 15 to this dimension. Cut from the square cut end. Be sure you measure and cut to the shortest face dimension, Diagram 21. SHORTEST FACE DIMENSION OF FASCIA DIMENSION FROM HOUS WALL TO FASCIA PART CENTER OF CORNER NO.11 POST [Diagram 211 Starting with part 13 the front fascia, run a bead of wood caulking into the bottom of the groove in the head plate, Diagram 22. HEADPLATE RUN A BEAD OF WOOD CAULKING IN THE BOTTOM OF THE HEADPLATE GROOVE OUTSIDE -4-INSIDE [Diagram 221 26 Install the head plate above the French door frame by drilling and countersinking five holes down through the head plate. Fasten the head plate with five 2 1/2 inch No 12 countersunk screws, Diagram 19. HEADPLATE 2 1/2'NO.12 COUNTER SUNK SCREW RUN WOOD CAULKING BETWEEN THE FRENCH DOOR INFILL AND THE OUTSIDE HEADPLATE FACE FRENCH DOOR INFILL NCH DOOR FRAME [Diagram 191 GENERAL When completed, double check that all panels and door frames have been tightly secured to the sill and all connector bolts are tight. Be sure the door frame has remained square by re-checking its diagonals. The top of each corner post should now be flush with the bottom of the groove on the front of the head plate, Diagram 20. Seal between the house wall and panel at this point.You may require additional caulking. DEAD PLATE TOP OF CORNER POST FLUSH WITH THE FRONT SECTION OF THE DEAD PLATES [Diagram 201 25 � 1 Note: Trim excess `P' gasket protruding from the top of the panels.All panel tops and the French Door Frame infill timber should be flush. The corner posts protrude by 17/16 inch. INSTALLING THE HEAD PLATE Select the head plates,parts 6, 7, 8, 9 and 10. Parts 6 and 10 are left and right handed and are deliberately oversized by 13/4 inch. Measure from the house wall to the corner post and cut parts 6 and 10 to this dimension. Cut the section which has the pre-drilled hole furthest from the end. With conservatory styles D6,D7 or F6, F7,.parts`6 and 10 are in two sections, it is the shortest length which is trimmed. Dry fit parts 6, 7, 8, 9 and 10 first to ensure the correct fit. Trim as necessary. Note: The head plates raised section locates into the groove on the top of the panels and the dado/groove on the head plate always faces out. Apply a bead of wood caulking on either side of the raised upstand on the head plates.Use clamps to hold the head plate in position. Secure to the panels with the 2 1/4 inch long connector bolts, Diagram 18. RUN WOOD CAULKING EPl$ER PLATE SIDE OF THE RAISED PART NO. UPSTAND ON THE 6,7,8,9,10 HEADPLATE PANEL OUTSIDE INSIDE IF BOLTS ARE SHORT,RECESS INTO THE HEAD 1!4"CONNECTOR PLATE. BOLTS [Diagram I81 24 INSTALLING CLERESTORIES WITH P3 AND P4 PANELS. Select and install clerestory panels in the same way as the regular panels. Prior to installation fit the `P' gaskets (refer to page 16 diagram 7) and for sash cleresrtory panels install the bubble seal and flipper gasket, refer to page 17 Diagram 8& 9. Connect the clerestory panels directly on top of the existing panels using 2 inch connector bolts page 21 Diagram 14, before installing the head plate. Where clerestory panels are located above the french door frame, secure the infill timber to the top of the door frame and secure the clerestory down into the infill timber using 2 1/2 inch No 12 countersunk screws. Where a clerestory and a panel meet a corner post, cut one corner post to.13'7116 inches and secure to the bottom of the P3 or P4 panel, insert wood caulkig'between the splice joint. Cut the remaining post to 72 inch, and secure the post to the top section of the P 3 or P4 and clerestory(refer to page 22 Diagram 13). Be sure the corner post where raised section has been removed is located at the top of the clerestory. Note:Where a french door frame meets a corner post cut the corner post to dimensions shown on page 23A Diagram 17A When installing the external and internal cover beads cut the horizontal beads to fit neatly between the vertical cover beads securing to panels (refer to page 58 Diagram 78) -- — HEAD PLATE HEAD PLATE 1 one" T CLERESTORY lg.. WOOD CAULKING STORY BOTTOM RAIL 7r Sb T/16" ANEL PS OR P4 PANEL TOP RAC 86" WOOD PANEL CAULKING BOTTOM RAIL 13 one^ WOOD CAULKING SILL 18/8" OUTSIDE INSIDE 17 W KNEE WALL (NOT SUPPLIED) [Diagram 17A] 23B INSTALLING CLERESTORIES WITH P1 OR P2 PANELS Select and install clerestory panels in the same way as the regular panels. Prior to installation fit the `P'gaskets (refer to page 16 diagram 7) and for sash cleresrtory panels install the bubble seal and flipper gasket, refer to page 17 Diagram 8& 9. Connect the clerestory panels directly on top of the existing panels using 2 inch connector bolts page 21 Diagram 14, before installing the head plate. Where clerestory panels are located above the french door frame, secure the infill timber to the top of the door frame and secure the clerestory down into the infin timber using 2 1/2 inch No 12 countersunk screws. Where a clerestory and a panel meet a corner post, cut a corner post to 19 inches and secure to bottom section of the panel(refer to page 22 Diagram 15). Insert wood caulking between the splice joint and install the remaining full length of corner post. Be sure the corner post where raised section has been removed is located at the top of the clerestory. When installing the external and internal cover beads, cut the horizontal beads to fit neatly between the vertical cover beads and secure to panels (refer to page 58 Diagram 78) HEAD PLATE �— HEAD PLATE 1 7/le- WOOD CAULKING CLERESTORY 19" CLERESTORY /BOTTOM RAIL WOOD CAULKING 841ie^ PANEL TOP RAIL WOOD PI OR P2 PANEL /mot✓ CAULKING 82 idle" OUTSIDE INSIDE PANEL e^ `/BOTTOM RAIL SILt, 1 ae„ WOOD - CAULKING [Diagram 17A] 23A INSTALLING A CORNER POST AGAINST A KNEE WALL PANEL Fit as previously described for a full height corner post. Continue around the corner by referring to each relevant section, either securing a panel or French Door Frame. Install further panels up to the next corner post by following the same sequence as before. NOTE: 1)Do not forget the use of wood sealant. 2)Do not forget to fit the panel T'gaskets. 3)Do give attention to flush top and, bottom panel alignment. 4) Do give attention to corner post alignment with the sill. miter. 5) The corner post miter must fall directly over the corner sill miter. G)Do keep the inside of panel/French door members flush with inside sill. 7)Do secure all panels/French door frame to sill. NOTE: Run a bead of wood sealant between the French door frame and the knee wall to create the seal at this point. INSTALLING THE FRENCH DOOR FRAME INFILL TIMBER Select the French door frame infill timber(part 33.) Run a 3/8 inch bead of wood caulking on top of the French door Frame on either side of the groove and up the side of the protruding panel/post. Drill and countersink four holes though the French door frame infill timber and secure using 2 1/2 inch No. 10 countersunk screws. see Diagram 17. FRENCH DOOR INFILL RUN WOOD TIMB R PART(NO.33) CAULKING BETWEEN THE FRENCH DOOR FRAME AND THE INFILL TIMBER 2 lie" NO 10 COUNTER SUNK SCREWS u00D CAULKING L-T FRENCH DOOR FR.A1\1E [Diagram. 171 Clamp the post to the panel and secure through pre drilled countersunk holes using 2 1/2 inch No. 12 countersunk screws.Diagram 15.Make sure the panels remain a tight fit onto the sill Fasten panels/door frames to the sills with four 2 1/2 inch No 12 countersunk screws through pre-drilled countersunk holes.Then tighten all the panel/french door connector bolts. RNER POST PART NO 21 PANEI./FRENCH DOORFRAME .. � 2112"NO 12 r CIDUNTERSUNK SCREW fMagram 151 Continue fastening panels and comer posts in this manner to complete the conservatory walla Be sure that all panels are perfectly plumb and vertical and that all bolts and screws are tight.Diagram 16. CAULK SCREW HEAD BOTTOM 2 112'NO 12 RAIL OF COUNTERSUNK . PANEL SCREW THROUGH PRE- DRILLED HOLES SILL - [Diagram 16J Apply sufficient wood caulk to the sill as before. Use 3 clamps (not supplied) to hold the panels together. Fasten the panels together using the 2 inch connector bolts. Diagram 14. USE 2" CONNECTOR LTS FOR SECURING PANEL TO PANEL THROUGH THE PRE- DRILLED FEMALE HOLES MALE [Diagram 14] Ensure that all the panels tops are flush. Repeat the process until you reach the house wall.The panel should align exactly to the internal corner of the sill (It may be necessary to slacken the connector bolts to achieve perfect alignment.). NOTE: Use protective pads when clamping to avoid damaging timber. INSTALLING THE FRENCH DOOR FRAME AND CORNER POST IF INSTALLING CLERESTORY PANELS REFER TO PAGE 23A 23B FOR CORNER POST DIMENSIONS. When Installing the french door frame next to a panel follow the same,procedure as Installing panel to panel.The connector bolts required for the French door frame to a panel are 2 1/4 inch long. Be sure that the frame remains square by re-checking diagonals. Notes: The top of the french door will be 2 818 inch lower than the top of the panel. Select a corner post part 21. The top is the end with part of the raised upstand removed. Dry fit the corner post against the panel locating the raised upstand of the post into the groove of the panel. Be sure that the center of the post lines up with the mitre joint of the sill. Remove the post. Drill and countersink 5 holes in the panel/French door frame 1 inch below the pre-drilled bolt holes. Apply wood caulking to the bottom of the post and to the sill. Set the post against the panel. The top of the post should extend past the top of the panel by 17/16 inch. 21 Measure from the bottom edge of the panel already installed to the outside face of the house wall as in Diagram 13. MEASUREMENT IS TAKEN FROM THE HOUSE WALL BOTTOM INSIDE EDGE OF THE PANEL TO THE HOUSE WALL. . FIRST PANEL ONE PANEL =2' 11/16" TWO PANEL =,C 13/8" THREE PANEL =6' 21/16" FOUR,PANEL =8' 2 314" FIVE PANEL = 10' 3 7/16" SIX PANEL = 12' 4 1/9* [Diagram 131 Note: To ensure that the measurement from the house wall to the inside edge of the first panel is not undersized, It is critical that a dimensional check is made as each panel is installed. Using a minimum 4 foot level (not supplied), check that each face of the panel is level and plumb. Select the next panel or door frame. Ensure that all`P' gaskets are installed. Note: 1- `P' gaskets are not used on the French door frame or corner posts 2- If installing a french door frame against a corner post, two generous beads of wood caulking should be used to seal this joint. 20 ASSEMBLING THE PANELS Panels are all installed with the weep holes to the outside Door frames are installed to allow the doors to open out onlL NOTE. The first panel installed next to the house wall should always be a fixed panel. Select the first panel to be installed on the corner as in Diagram 13. Run a 3/8 inch bead of wood caulking along the sill, on each side of the upstand approximately 25 inch along the sill.Diagram IL RUN TWO BEADS OF WOOD CAULKING ALONG THE SILL IN THE POSITIONS SHOWN EACH BEAD OF WOOD AULKLNG SHOULD BE Sl8"WIDE [Diagram III Install the first panel so it lines up with the inside miter of the sill and fasten down to the sill using four 21/2 inch No 12 countersunk screws. Make sure that panels are correctly located on the sill upstand and flush with the inside sill face, Diagram 12. CAULK SCMV PANEL LOCAM HEAD OVER THE RAISM SE)MON OF THE SILL 2 11A NO 12 COUNT RSUNK SCREW THROUGH PRE- BOTTOM DPZ-LM HO RAIL OF PANEL WOOD CAULKING SILL [Diagram 121 19 4 Prior to assembling the conservatory wall, it is recommended that time is spent installing all the gaskets and seals into the sash panels and fixed panels. This is best achieved by working on a flat surface. D1 AND F1 CONSERVATORIES ONLY. If constructing a D1 or F1 conservatory, you must start your assembly by installing the panel infill timbers directly to the house wall, making sure it is fastened plumb. The panel infill will space the first conservatory panel away from the wall by 13/4 inch, Diagram 10. You will have to remove part of the sill upstand to allow the panel infill to sit on the sill. Apply wood caulk to the bottom of panel infill. Use a 4 foot level to check all facea are-plumb. Secure the panel infill to the house wall making sure that the dimension from the bottom edge of the infill.furthest from the house wall, to the inside face of the first corner is 2 feet 11/16 inch.(You may need to shim between the house wall and the infill timber to achieve this). (fasteners not supplied for masonry). PANEL 2 11T NO. 12 COUNTERSUNK SCREW PANEL INF LL THV BER ----- ------ ----- REMOVE PART OF SILL UPSTAND OUTSIDE OF SILL S [Diagram 101 The first panel is secured to the panel infill timber (1 3/4r x 2 11/16-x 8211/16 timber) using five 2 1/2 inch No 12 screws. Drill and countersink 5 holes 1 inch below the pre-drilled bolt holes. 18 Be sure that the seals fit flush to the bottom of the panel, leaving the excess projecting at the top. Be sure that the seals are fitted the correct way around. Note:Every panel edge has these two IF gaskets which have to be fitted. The bubble seals for windows are installed in the groove running continuously around the sash.Diagram 8. NOTE: START THE BUBBLE SEAL AT THE BOTTOM OF THE SASH IN THE MIDDLE AND CONTINUE ALL THE WAY NOTE: S PRIOR TO INSTALLING ASH AROUND THE SASH THE SASH BUBBLE SEAL ,INSERT A SMALL AMOUNT OF SILICONE `P INTO THE GROOVE SASH BUBBLE SEAL \%00STARTS HERE —————-.- UTSIDE FACE A SMALL AMOUNT OF SILICONE`P' [Diagram 8] Select the sash flipper draft excluder and insert into grooves in the panel frame at the top, sides and mid or bottom rail. Cut the gasket on the sides leaving clearance for the screws holes to accept the locking mechanism. Leave the gasket on mid or bottom rail at this stage of the installation, It will be installed after the crank mechanism has been installed,Diagram 9. FLIPPER DRAFT EXCLUDER SASH P FRAME [Diagram 91 17 ♦ 1 Ensure that the frame is assembled square by measuring across the diagonals. They must be equal. Gun a little wood caulking into the bottom corners of the frame. NOTE. 1)French door frame side jambs have bolt holes, these must line up with the bolt holes in the panels. 2) The top of the French door frame has bolt holes INSTALLING THE GASKET INTO PANELS AND SASHES. Identify the `p' Gasket. flipper draft excluder and sash bubble seal which are located in the panel glazing packs Diagram 6. It is advisable when you remove the components from the boxes, that you should re-seal the box until you are ready to install the glass. PANEL`P' SASH FLIPPER GASKE'T'S BUBBLE DRAFT SEAL EXCLUDER (Diagram 6) Prior to the installation of your conservatory, push the `P' gaskets into the grooves in the edges of the panels (Diagram 7). It is recommended that you start fitting the `P' gaskets into the grooves at the bottom corner, Diagram 7. CONSERVATORY PANEL P GASKET IS FITTED INTO THE GROOVES IN THE EDGE OF EVERY PANEL PLAN VIEW SHOWING CORRECT STTIONING OF THE P GASKET VERTICAL FRAME JAMB P GASKET [Diagram 71 16 ' r PREPARING THE CONSERVATORY PANELS Prior to assembling the conservatory panel it is necessary to deglaze the panels and assemble the french door frame. Remove the wrapping from the panels. Using a chisel and pincers remove the nails from the temporary glazing blocks, these hold the glass in the panels for safe shipping. Careful handling of the glass is essential, always wear protective gloves. Do not squeeze, flex, or use sharp objects near the edge of the glass. Remove the glass and store in a dry place, leaning glass units against a wall at a safe angle. Take care to protect the glass edges by stacking on cardboard and separate each unit with cardboard strips. It may be necessary to trim any black sealer that may be projecting beyond the glass edges. If you have a P1 or a screen panel, remove all bottom solid wooden panels. PREPARING THE FRENCH DOOR FRAME Assemble the four sides of the french door frame as shown in Diagram 5. Use woodworking glue on all joints. Fasten using 2 1/2 inch No. 12 countersunk screws. on the wide section and 2 inch No. 10 countersunk screws on the rebate narrow section. See corner detail in Diagram 5. Note:When assembling the french door frame the pre-drilled holes closest to the end of the side iambs go to the top THE FRAME HEAD IS IDENTIFIED BY CORNER DETAIL HAVING AN ADDITIONAL GROOVE FOR LOCATING THE DRIP BEAD. 2 112"NO 12 COUNTERSUNK SCREWS.AT EACH CORNER GUN WOOD CAULKING INTO THE 2"No 10 BOTTOM CORNERS OF THE FRAME. COUNTERSUNK REPEAT ON THE UNDERSIDE OF SCREWS.AT EACH FRAME. CORNER OTE: TO KEEP FRENCH DOOR FRAME SQUARE,INSERT DIAGONAL BRACING BY CUTTING 1 x 4 x 12" OR 12'x12"PLYWOOD AND CUT SQUARE 900.TEMPORARY NAIL OR SCREW INTO INTERNAL REBATES. CHECK FOR SQUARNESS BY MEASURING THE DIAGONALS.THEY SHOULD BE EQUAL [Diagram 5] 15 WOOD CAULKING BETWEEN ALL SILL JOINTS DRILL AND COUNTERSINK e 2 NO. 10 COUNTER SUNK SCREW TO BE SCREW DRIVEN IN AT AN COUNTERSUNK INTO THE ANGLE AT ALL SILL SILL AND FILLED WITH JOINTS WOOD CAULKING [Diagram 31 Successful construction of the conservatory relies upon the sills being level.The use of shims will help to achieve this . Be prepared to spend time on this. When satisfied that the sills are level and correctly dimensioned fasten down using 3 I/2 No. 10 countersunk screws (fasteners not provided with kit for masonry surfaces.). Pre-drill and countersink holes 3 inch from each end. Drill and countersink further holes at approximately 12 inch centers.All holes should be drilled through the sill upstand. As shown in Diagram 4. All fasteners should be countersunk below the timber surface.Apply a dab of wood caulking to all sill screw heads and holes to completely seal them. FASTEN THROUGH THE SILL ILL UPSTAND UPSTAND TO THE BASE CONSERVATORY BASE WHEN FASTENING DOWN TO A WOODEN STRUCTURE,USE WOOD CAULKING TO SEAL UNDERSIDE OF SILL. SILIS SHOULD BE APPLIED TO 1 sue„ BASE USING AN APPROVED SILL SEALER(not provided with the kit for masonry surfaces)AS FINISHED EXTERIOR OF PRESCRIBED BY YOUR LOCAL BASE OR KNEE WALL BUILDING CODE. [Diagram 41 14 r POSITIONING AND LEVELING OF THE SILLS Select sills parts 1,2,3,4 and 5. Sills 2,3 and 4 are pre-cut to length. Sill 1 and 5 are over sized to allow for the house wall leaning forward as described earlier. For styles with more than 5 panels from house wall, the sills 1 and 5 are made up in two pieces. If the house walls are vertical or slope backward reduce the length of sills 1 and 5 by 134 inch from the square ends.Diagram 2 Always check dimensions before cutting,by referring to diagram 1A and 1B REDUCE THE SILL LENGTH FROM THE SQUARE CUT END D SILL UPST SILL PART NO. 1 SILL PART NO.5 (Diagram 2) Sills 2, 3, 4, are the radial sills and are pre-mitred to the correct length. The sills should be adequately sealed to the foundation/base and attached through the center of the raised section of the sill. Note: Fasteners and seals are not supplied for brick, concrete, masonry. Refer to your local building code. Lay the sills on the base. Sills will overhang the outside face of the base by about 1 5/8 inch. Check that all the internal sill dimensions are correct,Diagram IA or ZB. Drill and countersink holes in one side of each mitered sill joint.Apply wood caulking to all sill joints and fasten together using 2 inch No. 10 countersunk screws, Diagram 3. The internal sill dimensions are critical, recheck by referring to diagram 1A or 1B. Ensure the diagonals are correct allowing for the fact that the house wall may be leaning forward. 13 INTERNAL SILL DIMENSI®N TYPE F SETTING THE SILLS This phase of the conservatory assembly is critical,be sure to double check all dimensions. Use the dimensions shown in Diagram IB to layout and square your conservatory sills. All dimensions shown are the inside sill dimensions. The sills will overlap the base by 15/8 inch approximately. SIZE DIM E DIM F DIM G DIM H Fl 2'-2 7116' S'-1 5/16' 14'-2 5/8' 12'-3 1/16" F2 4'-1 3/80 7'-0 1/4' 14'-7 5/8' 13'-2' F3 6'-2 1/16' 9'-0 15/16' 15'-4 1/8' 14'-4 7/16' F4 8'-2 3/4' 11'-1 5/8' 16'-3 5/16 15'-9'' F5 10'-3 7/16' 13'-2 5/16' 17'-4 7/8' IT-3 3/16' F6 12'-4 1/8' 15'-3" 18'-8 3i8' 18'-10 5/8' F7 14'-4 13/16' 17'-3 11/16' 2D'-i 3/8' DIMENSIONS ASSUME PERFECTLY VERTICAL WALLS W dfn O z W z dr�� a ti T z W ti y [Diagram JBI 12 INTERNAL SILL DIMENSION TYPE D SETTING THE SILLS This phase of the conservatory assembly is critical,be sure to double check all dimensions. Use the dimensions shown in Diagram IA to layout and square your conservatory sills. All dimensions shown are the inside sill dimensions. The sills will overlap the base by 15/8 inch approximately. SIZE DIM E DIM F DIM G DIM H Ill 2'-2 7/16' T-1 5/16' 10'-2 1/16' 8'-8 3/16' 112 4'-13/8' 7'-01/4' 10'-9' 9'-113/16' 13 6'-2 1/16' 9'-0 15/16' 11'-8 5/16' W-5 3/4' D4 8'-2 3/4' 11'-1 5/8' 12'-10 3/4' 13'-2' 115 10'-3 7/16' 13'-2 5/16' 14'-3 9/16' 14'-11 3/8" 116 12'-41/8' 15'-3' 15'-101/8' 16'-9 1/2' 117 14'-4 13/16' 17'-3 11/16' 17'-5 7/8' 18'-8 1/8' -u emu• DIMENSIONS ASSUME PERFECTLY VERTICAL WALLS W 2 O y Z W S M d Z 0 ti y W F A [Diagram IA] 11 FRENCH DOOR LOCATION When building your platform you may wish to plan an outside platform and staircase for your French doors.Your conservatory doors open out and in most applications will require a platform and stairs if applicable.You are also able to purchase multiple sets of french doors to create a breezeway.One pair of french doors is equal to two panels.They can be installed in the following locations Diagram 4. Additional panels and french doors may also be purchased to install into the house wall.. A A A A D D 0 [} D C C E 2 PANELS 4 PANELS [Diagram 41 Weather nroofmg vour sill The sill is the most abused part of any structure.It is also the corner stone to the structure. Be sure that it is properly attached to the foundation! Wind loads can place an incredible amount of stress on a structure. The sill must also be tight to prevent infiltration of air and moisture.The most common leaks come from doors,windows and sills. Your kit does not come with a masonry sill sealer. This should be supplied by your builder as required by your local building code. NOTE:It may be helpful to use the french door diagram above to layout your operating windows and fixed panels. 10 � J CONSTRUCTING A RAISED PLATFORM - GENERAL GUIDANCE Your foundation system will now be built to the exterior base dimensions found in diagram IA or IB. Follow your specific setting out dimensions,diagram 2a and 2b. On completion of foundation work,you may have to reset the string lines as described on page 8 to enable you to construct the raised platform,upon which the conservatory sills will sit.After the platform is built,use chalk lines to square your platform to ensure straight walls. The raised platform should be a minimum of 6"to 8"above grade and tie in with any existing house floor levels taking into consideration any thickness of floor finish being laid on top of the raised platform. NOTE: CHECK LOCAL BUILDING CODES FOR PRESCRIBED FRAMING LUMBER YOUR PLATFORM SHOULD BE CONSTRUCTED 6"TO 8"ABOVE GRADE NOTE: MAKE SURE YOUR PLATFORM IS SQUARE TO YOUR HOUSE WALL 90° [Diagram 31 The back wall should also be checked for bows.A bowed wall will cause the conservatory panels to be bowed It is best to start off perfectly straight and square from the house wall. ADDITIONAL INFORMATION The platform will usually be tied into the house rim joist,take care to match the house flooring profile. A tile floor will add considerable weight to the dead load Be sure to specify to your builder how it will be finished.Be sure to take into consideration the use of the room.You may want to add a hot tub or other heavy object so plan to build and brace your room to handle additional loads. A well built floor will include at least a 3/4 subfloor and a underlayment floor of 5/8 inch then your finish floor. 9 WALL SETTING OUT PROCEDURES The wall setting out procedures are used to determine if your wall leans forward or backwards. If your wall leans forwards,you will have to add that distance to your foundation or deck,Diagram 2a. INSIDE OUTSIDE HOUSE WALL LEANING FORWARD = LUMB LINE THIS POINT IS USED FOR SETTING STRING LINES TO THE FRONT OF THE CONSERVATORY,AND ALSO n WHEN CONSTRUCTING THE PERIMETER WALL AND SETTING z� THE SILLS TO THE DIMENSIONS GIVEN IN THE ASSEMBLY r7 INSTRUCTIONS. u7 � FUTURE DECWOUNDATION • 4 4 • • 44 1. 4. [Diagram 2a] If your wall leans backwards,you will not have to add to your exterior base/foundation dimensions,Diagram 2b. INSIDE OUTSIDE OUSE WALL LEANING BACKWARD s co LUMB LINE \ THIS POINT IS USED FOR SETTING STRING LINES TO THE FRONT OF THE CONSERVATORY,AND ALSO WHEN CONSTRUCTING THE PERIMETER WALL AND SETTING THE SILLS TO THE DIMENSIONS '*N1 GIVEN IN THE ASSEMBLY n INSTRUCTIONS. FUTURE DECKIFOUNDATION • Y4 [Diagram 2b] 8 F SERIES EXTERIOR BASE/KNEEWALL DIMENSIONS SIZE DIM A DIM D F1 2'-3 9/16' S'-4 1/16' F2 4'-2 112' 7'-3' F3 6'-3 3/16' 9'-3 11/16' F4 8'-3 7/8' 11'-4 3/8' F5 10'-4 9/16' 13'-5 1/16' F6 12'-5 1/4" 15'-5 3/4" F7 14'-5 15/16" 17'-6 7/16' �n c � 0% LO a a Z J rn to zo r. = oy ko n � a 14'-0 1/2' ---JI 5 SECTION VIEW [DIAGRAM IBJ Notes: Measure from oaoosite corners and check The B dimonals and the C diagonals when measured are within 3116"of each other. SETTING YOUR PERIMETERS STRING LINES Using the dimensions that relate to your size of conservatory,mark out the external base dimensions of the perimeter wall using string lines as shown in Diagram IA or IB. Note:All dimensions shown, assume that the wall where the conservatory is to be attached to is plumb and strait Kneewalls Knee wall parameters are as dimensions in Diagram IB.Take care to follow all your local code requirements for flashing,damp-proofing and weather tightness. 7 _ 1 D SERIES EXTERIOR BASE/KNEEWALL DIMENSIONS DIM A DIM D D1 2'-3 9/16' T-4 1/16' D2 41-21/2, T-3' D3 6'-3 3/16" 9'-3 11/16" D4 8'-3 7/8' 11'-4 3/8' D5 10'-4 9/16' 13'-5 1/16' D6 12'-5 1/4' 15'-5 3/4' D7 14 -5 15/16' 17'-6 7/16' m Q ` Z d %o o ' 'd I in c� O ^ I r' m I i r � O 9'-11 3/16' 3 51e SECTION VIEW [DIAGRAM IAJ Notes: The hair of B diagonals and the hair of C diagonals when measured should be within 3116"of each other. Kneewalls Knee wall parameters are as dimensions in Diagram IA.Take care to follow all your local code requirements for flashing,damp-proofing and weather tightness. 6 GETTING STARTED Work Sequence(1.2.3.4.etc.) I. Construct footings and foundations according to local code 2. Receive,unpack and inspect materials 3. Treat all wooden components with a hieh quality oil based sealer/paint. 4. Set the sills 5. Assemble the door frame. 6. Install all panel gaskets and seals into sash windows. 7. Build the panel framework and install door frame 8. Build the roof framework 9. Glaze the roof 10. Fit the doors 11. Glaze panels 12. Finishing touches Customer Sg&!y 1. Do not lean ladders against the conservatory frame to gain access to the roof structure. Open the ladders properly and make sure all legs are level and secure.Always follow manufacturers safety guidelines. 2. Refer to all manufacturers'guidelines and precautions when working with all hand and power tools. Exterior Dimensions(base height.width) • Use the exterior dimensions when planning the outside edge of your platform. • Use when planning the exterior dimension of your foundation wall. • Use to plan your flooring and outside height requirements. Please note that exterior base dimensions are finished sizes If you are adding an exterior trim, then you should deduct the thickness of the trim from the exterior base-dimensions, before construction. 5 Do not force or rack a panel to make it fit. If you feel you have racked a panel,measure across the diagonals and check the dimensions are equal. You can measure across the diagonals of an entire wall section that you have built if so desired. Polvcarbonate Storage-Never leave polycarbonate exposed to direct sunlight or intense heat while it still has the protective film on the inside and out. There is a possibility that the heat can build up and fuse the film to the polycarbonate. Polvcarbonate Handling-The side with white protective film always faces up. Protective film on each side of polycarbonate needs to be removed during the installation process.In hot climates, remove the film as soon as possible when installing. Breathable Tam-All polycarbonate is sealed with breathable tape.Do not remove. Polvcarbonate Cutting-All cutting of polycarbonate should be performed with a jig saw or fine tooth saw blade. The area should be vacuumed thoroughly before installation of polycarbonate. Polvcarbonate Button Holes-A 3/4 inch hole is needed for all polycarbonate buttons.The hole must be through all three layers of polycarbonate.Debris must be vacuumed out before installation. Wallune on Polvcarbonate-Do not walk directly on the polycarbonate sheets with soiled shoes. Sharp objects will scratch the polycarbonate.Try to avoid as much direct contact with polycarbonate as possible. If you must walk on the polycarbonate,it is advised to keep your weight over the purlms and the rafters. Vents-We recommend using one solar vent for every 80 square feet of room. You may want to put in a ceiling fan to circulate more air if this is your intention. The vents have an on/off button. The vents can also be shut down or opened by twisting the labeled shank. 4 x�LF r UL 1111\ 1 S • Please read each entire section and make sure you fully understand it before proceeding. • Wherever wood screws are used in the assembly,pilot holes should be pre-drilled and countersunk. 0 When the use of caulking is specified it must be applied according to instructions. • Timber dimensions may vary,(+or- 1/16 inch)this is perfectly normal for a natural product 0 All measurements given in this installation manual are based on house walls being plumb and sirai h not bowed. • We recommend that you dry fit all timbers,fimnes etc.,before doing any canting. Some trimming of precut timbers may be necessary to allow for normal timber tolerances. All timbers that return to the house wall sil header,fasc'm cresting timbe r.ridge board)are oversized by 13/4 inches and may be handed.The returns may or may not need to be trimmed during the setup. • If the weadier is poor you should cover all parts already constructed,wet timber may become distorted. • Never attempt to modify your conservatory kit without prior consultation with Hartford Conservatories,Inc. • Remove all insulated glass from timber fimnes and lean against a wall at a 150 angle. Use cardboard to protect glass fi-orn the wall and in between each piece of glass. • Remove all solid wooden panels from the frames(P1 only). • The edges of the glass may need to have any large lumps of black filler cut flush with the edge of the surface. If not this may interfere with the glazing of the panel. Panel hints — Do not rack or overtighten panels. — Keep all weep holes facing out and on the bottom of the panel. Do not obstruct weep holes. — Keep panels flush at top and bottom — If using a screw gun,be careful not to overtight= — Clean up excess caulking after curing. Header Groove/dado will always face out The holes in the header will align with panel holes. Panel to House Wall-Panel attacbment at house wall is installed according to your local Building Code.Masonry fasteners are NOT supplied. The panel must be perfectly plumb,level and straight. Do not bow or rack the panel to the house wall.Use shuns if you need to make up room between the panel and the house wall.Install the panels with a generous bead of caulking against the house wall.You may need to install insulation(not supplied)between the shims.Bottom of panel is screwed to sill,the holes are countersunk,caulking is applied. between the panel and sill. 3 SUGGESTED TOOLS Phillips Head Screw Driver Flat Head Screw Driver Hand Saw/Miter box Quick Square 4 Foot Level Utility Knife Nail set 314"Carbide Bit Vacuum Cleaner 91.16"Drill Bit Shims Wood Chisel Hacksaw Glass Cleaner Clamps 3/16"drill&countersink Rags 25'Tape Measure Chalk Line 8'Ladders(2) Hammer-Regular Electric Drill Pincers PREFERRED TOOLS Screw Gun with Phillips&Flat Bits Extra Batteries&Charger Circular Saw with Plastic Blade&Combo Blade Plumb Bob 100' String line Heat Gun Jigsaw with fine tooth blades Quick Grips or Visegrips with Pads Brad Air Nailer with Counter Sink Heavy duty stapler 2 _ r Page 68 Installing the window hardware. Page 71 Installing the sash screens. Page 72 Installing gutters for Victorian conservatories. KNEE-WALL CONSTRUCTION Page KW-74 Constructing the knee-wall(general guidelines). Page KW-75 French door frame locations. Page KW-76 Positioning the French door sill. Page KW-78 Installing a comer post against a knee-wall panel p3 or p4 only. FRENCH DOOR SCREENS AND SUB-FRAME Page SC-79 Installing the wooden sub frame. Page SC-81 Hanging the screen doors. Page SC-84 Installing the magnetic catches. SKYLIGHT INSTRUCTIONS Page SL-86 Skylight locations. Page SL-87 Installing purlins and gaskets. 1B Page 27A Alternative method of installing the rafters before the fascia. Page 28 Preparing the"A" frame type"D" Page 31 Preparing the"A" frame type"F" Page 33 Preparing the Radial rafters Page 34 Installing the"A" frame. Page 37 Installing house wall rafters and ridge board. Page 38 Joining the ridge board Page 42 .Fitting the side rafters. Page 43 Securing the side rafter vertical tie rod supports type"D" Page 46 Securing the side rafter vertical tie rod supports type"F" Page 48 Installing the wall rafter add-on timbers and purlin timbers. Page 50 Installing the rafter glazing gaskets, wooden fascia adapter and seals. Page 52 Installing the polycarbonate sheets. Page 53 Flashing the house wall. Page 54 Installing the closure profile and the polycarbonate buttons. Page 58 Installing the panel joint cover bead. Page 59 Installing the French door drip bead. Page 59 Treating the timber. Page 60 Glazing the panels. Page 63 Installing the internal wedge gasket. Page 64 Installing the external wooden glazing bead. Page 65 Hanging the French doors. Page 67 Installing the door handles and lock cylinder. IA T PLEASE READ EACH ENTIRE SECTION AND MAKE SURE YOU FULLY UNDERSTAND IT BEFORE PROCEEDING. IN E ASSEMBLY INSTRUCTIONS Page 2 Suggested tool list. Page 3 Helpful hints. Page 5 Getting started. Page 6 Exterior base/knee wall dimensions type"D" Page 7 Exterior base/knee wall dimensions type"F" Page 8 Wall setting out procedures. Page 9 Constructing the raised platform Page 10 French door locations. Page 11 Internal sill dimensions type"D" Page 12 Internal sill dimensions type"F' Page 13 Positioning and leveling of the sills. Page 15 Preparing the conservatory panels. Page 15 Preparing the french door frame. Page 16 Installing the gaskets into panels and sashes. Page 18 D 1 and F 1 conservatories only. Page 19 Assembling the panels. Page 21 Assembling the French door frame and corner posts. Page 23 Installing the French door frame irM timber, installing the corner post against a kneewall. Page 23A Installing clerestories with P1 or P2 panels. Page 23B Installing clerestories with P3 or P4 panels. Page 24 Installing the head plate. Page 26 Installing the fascia. 1 • ' �I � :,•�, al`Ilf' �----� Ill II !I;(I!+ ` '��► � �~.�. ur _// C :1 I j `��' � � �(►%ice`--- 1 � �, ..� .:,.,:ftit ■n.r :1111 ti t ti , ... �I t = �� 4y� 1 �( I��II �t•�.:. •lA■ 1�1'..i/ I!'•�! ,r�, itl l'I, .;j''� '? ►1 ' (.,�III�I : .,.. r 1�i.i el,'I. I�`1 I� (��7�( iI'/� !'iii-irY's►'• i� 1 +� � / � 'o tun ''. 11,x. (:n•iri tiil �� u`,.`,`��: �� .f�,,.,ax, Ali lip ('li rattan-�_i Mrs t y� ��L•t r w��r�:r��r.! Bill HAr.TFORD •• • a• a a. } W J Q Z , O _ � Y IFT_ J � 1 . tu.. ,#/•4 z, t # i F 1- 1. IF] 11 E , N Q �-- � o o: u v Li J L) N .9I 1L 6-d0I umarolm omcmot°.Tm= c ece+a r wwff a rAen®c A 4-23-98 WCM�saYwo m+� v •u � .m PA=o 7m m�wo b=:�na�m Wuma. a A71SSUE DATE REMARKS KAr F5 LAY-OUT DRAWING � 1/4"=1' �ric` D��`D No. ISSUE °ux K.. 01287 �ur,_ 01287 A R i •f v 3y �'.jlCl��y�''�'!•uS:�` r�'�"'�`i Y" n ..ti'"'ti:..'�' w.•.-.� 1.y. _�•T.��:� Ytitl LL IL _•.....•�..-y..�"�•Ka•�X^ -1:_•�..M a-*-;m� BRANCH RIVER STRUCTURAL FAN=! 3` 3 R J SCR W 12' CENTER �- iN''DPAN sLjppngTs 2-2'X4` ARL�UND. OUTSIDE PERIMETER-.- PANEL SUPPDR i S BY u i;?E RS �; I RAMECOO $$� sl-RU L-ru R 111— $ lr/SuL/a--nf_0 PANS 1 2" :4 - FxlsTir�6 nEcK Bow cAc OAR y 1 � "'15a loo VE f .� ' s'. «��J�:1.. �+YY`nu"S i°Y'+.. 4 _ �. *' `�`�t°S•+,r'�C'c�Clt: �a l k • • V i /�W LL T :n 13 14 • s� ;fir 25 .. 6 3% ►3Z�sso # - 28 r `9 t io.5 I n /23/99 12:25:21 PM VC , RESIDENTIAL PROPERTY RECORD CARD CITY OF NORTHAA-'TON, MASSACHUSETTS EFFECTIVE DATE OF VALUE: DECEMBER 31, 1993 PARCEL ID: 17A-162-001 19 FOX FARMS RD Living Units: 1 Class: 101 Card #: 1 of: 1 CURRENT OWNER/ADDRESS LAND DATA: Zoning: URA Neighborhood ID: 18.00 TYPE SIZE INFLUENCE FACTOR(s) LAND VALUE VAGET-GRANGEAT NICOLE C PRIME SITE 19,890 SF 36,530 SF ASSESSMENT INFORMATION: 19 FOX FARMS RD SF FLORENCE MA 01062 AC PRIOR CURRENT AC AC LAND 43,400 36,500 AC BUILDING 141,300 150,500 AC' TOTAL 184,700 187,000 AC MRA ESTIMATE 192,621 Deed Book: 3553 TOTAL ACREAGE: 0.457 TOTAL LAND VALUE: 36,500 COST ESTIMATE 180,900 Deed Page: 314 MARKET ESTIMATE 187,000 Deed Date: ASSESSMENT BASED ON: MKT APPRCH ADDITION DATA Partial Completion/New Construction: Y • Lower Level Fire,; Floor Second Floor Third Floor Area Value SALES DATA: Date Type Price Validity Opn 1'rm Prch 36 800 7505 LAND & BLDG 50,000 0 is Frame 325 13,600 Frame Garage 1350 6,200 Frm Overhang 36 1,600 Wood Dack 216 2,100 DWELLING DATA: ` Style. RANCH Story Height: 1.0 ` Attic: NONE DWELLING COMPUTATIONS: Basement: FULL !j Total Bedrooms: 3 Base Price: 109,060 Total Fixtures: 8 Plumbing Adjustment: 2,340 Full Baths: 2 Heat/Cent A/C Adj.: 0 Half Baths: 0 Basement Adjustment: 0 Year Built: 1955 Exterior Trim: 0 Basement Garage (# Cars) 0 Finished Bsmt Living Area: 0 12 Exterior Walls: ASBESTOS Bsmt Recreation Area: 0 Unfinished Area: 0 Unfinished Area: 0 Ground Floor Area: 1906 Basement Garage 0 Total Living Area: ( 2267 ?� Fireplaces: 3,510 21 Finished Basement Living Area: 0 Additions: 24,300 18 WO Basement Recreation Area: 0 SUBTOTAL 139,210 Masonry Fireplace Stacks/Openings: 1 / 1 Grade Factor (X) 1.25 Metal Fireplace Stacks: 0 C & D Factor (X) 1.00 Heat/Central A/C: BASIC Replacement Cost New: 174,010 Heating System: WARM AIR Percent Gcod: 83 18 13 14 Fuel Type: GAS Market Adjustment: 0 Quality Grade: B RCNLD Resicenc4: 144,400 52 Cond/Desirability/Utility: VG OUTBUILDING DATA: PERMIT DATA Type Qty Yr Sizel Size2 Grd Cond Value Date # Purpose Price - 25 1Fr 25 FrG NOTES: 18 J3`,,-:,.12,Frc 28 6 ' Total OBY Value: r � 101 75 � ,rs ta4.ts °b 90 aS 106 122 e5• ;14� 40 102 75 40 50 to e5 71 69 ,5s . f 7+ 103 ,e7. rt.67 40 �„ ,,,. ... ._. .... .., �� F xe 104 t72 105 re, 4o't 709 00 1 oa 125 ,04'5 "�.. 12g �•�... We 1Q4.51 �� c 127 NASA 0 yt.� 299, ,Za � ,74• �� 5 U ,a 1 163 e7 Asa. 299 Abo 297 X74 ! 1� ,00 �a %*.e4 15o X47. S x'` ,°° 161 ADC 1.49 AOC LL 0 s ,22 301 ,z2 tso LL A,4 20A ,00 160 , ,20 ,7415 242 ,so wo. 150 ys.e ,12 302 146 159 ,So ,22 303 Av %00 ,50 ,74.05 W Z J a Z O . Lj N t �z FT- x { O , .9i/£I IT-.8-- w I a Z > O o W � J t9I/ST I-,L w -� N z 0 u- u W J u .9I/S 6-,6 ,9I/L 6-,OT liAKtrom ODKm°m"= A 4-23-98 atom e s rnoRrt a tan+®maa� cut ara+n �m.■o►tn m uw nu u Ka w�aam as a a"�11SS'tJE DATE Rx' ARFCS F5 LAY-OUT DRAWING � 1/4"=i' =`%i c~ DRAWING No. ISSUE raz X., 01287 A 01287 w a" Sr `iL 1 4e+;� �Lam.f : '7'�`c�.'�'•.�t��:r"�'.:-i..•��:;:..:.�L;.s.,��`,�.w��i�Rtfiri�:�{�w•..�n-, ::.`_�v '� _s•► +•J:�vi"It�til,q_-mil a.w b .re: L • �`.•w.;• .�i BRANCH RIVER S TRUCTURaL RAN=L 31 3iG RED SCREWS- 12' C N �= iN T I PAN _ 2-21IX4 AROUR.11 OUTSIDE PERIMETER-.• PANEL SUPPORTS 3Y OTHERS 1 G i g 1NSULI�'T�O PAoCL ('T. ExisrI,�6 pEC�C god cAc-OAR A t f r, • :i 1 ' loo el V.I +pr f 1✓. .fix..y K! ? } * ,. p* k pE 52 it 15 i*i �2S Tx*3 28 q ro , Rm S �� • { n 23/99 12:25:21 PM RESIDENTIAL PROPERTY RECORD CARD CITY OF NORTHAAnON, MASSACHUSETTS EFFECTIVE DATE OF VALUE: DECEMBER 31, 1993 PARCEL ID: 17A-162-001 19 FOX FARMS RD Living Units: 1 Class: 101 Card #: 1 of: 1 CURRENT OWNER/ADDRESS LAND DATA: Zoning: URA Neighborhood ID: 18.00 TYPE SIZE INFLUENCE FACTOR(B) LAND VALUE VAGET-GRANGEAT NICOLE C PRIME SITE 19,890 SF 36,530 SF ASSESSMENT INFORMATION: 19 FOX FARMS RD SF PRIOR CURRENT FLORENCE MA 01062 AC AC AC LAND 43,400 36,500 AC BUILDING 141,300 150,500 AC TOTAL 184,700 187,000 AC 191,621 MRA ESTIMATE Deed Book: 3553 TOTAL ACREAGE: 0.457 TOTAL LAND VAIVfP: 36,500 COST ESTIMATE 180,900 MARKET ESTIMATE 187,000 Deed Page: 314 Deed Date: ASSESSMENT BASED ON: MKT APPRCH ADDITION DATA Partial Completion/New Construction: Y _r Lower Level First F'icor Second Floor Third Floor Area Value SALES DATA: n Fret Frch 36 800 Date Type Price Validity 325 13,600 7505 LAND & BLDG 50,000 0 le Fram> Frame Ga,aji, 350 6,200 Fret Ovexh3n7 36 1,600 Wood De..,.,: 216 2,100 DWELLING DATA: Style: RANCH Story Height: 1.0 Attic: NONE DWELLING COMPUTATIONS: 0 Basement: FULL Total Bedrooms: 3 Base Price: 109,060 Total Fixtures: 8 Plumbing Adjustment: 2,340 Full Baths: 2 Heat/Cent A/C Adj.: 0 Half Baths: 0 Basement Adjustment: 0 Year Built: 1955 Exterior Trim: 0 � Basement Garage (# Cars) 0 Finished Bsmt Living Area: 0 12 Exterior Walls: ASBESTOS Bsmt Recreation Area: 0 Unfinished Area: 0 Unfinished Area: 0 Ground Floor Area: 1906 Basement Garage 0 21 Total Living Area: // 2267. - Fireplaces: 3,510 18 wt) Finished Basement Libing Area: 0 Additions: 24,300 Basement Recreation Area: 0 SUBTOTAL 139,210 Masonry Fireplace Stacks/Openings: 1 / 1 Grade Factor (X) 1.25 Metal Fireplace Stacks: 0 C & D Factor (X) 1.00 Neat/Central A/C: BASIC Replacement Cost New: 174,010 Heating System: WARM AIR Percent Good: 83 18 13 14 Fuel Type: GAS Market Adjus`ment: 0 Quality Grade: B RCNLD Resieeucr: 144,400 =2 Cond/Desirability/Utility: VG OUTBUILDING DATA: PERMIT DATA 25 1Fr 25 FrG Type Qty Yr Sizel Size2 Grd Cond Value Date M Purpose Price 18 NOTES: t 3`, 12 r Fro ., 28 ° - Total OBY Value: e0 90 106 111 ,9; 101 qa a0 1 ,S5 � 71 � � �a�� X69 .� ,e9 tia cy .h: 7t X07. Z15s7 103 90 J� 1 t72 O ,45s ^�•. dy 1 1SO .. ,� 2.69 ,50 tQ2 f 115 ,•5. ,-.. `'`- .,.,, �q.ta :f ,e7 5 1A96Z ' 20 tti9 60 go: .299 120 ,79 ,Its CO i+ w OD 'a 5 ,10 163 67. 199 1,9.5 + 2 iso Ato 197 ! ADD 16� tt0 i0o f i`*" 100 ay! 300 tv� i co t� '°° 161 Avc � sag ' U. 0 ,s 'V 301 ,n 16° u. t,9 too 160 ADC ,10 2a2 2A.! ,e0 2p0- 150 2p0 146 ,22 301 is 241.0 124 159 tso 150 153.e 179.,7 2¢3A ,22 303 t7? 100 tao ,79•� 1E0 ?OM : ROBB INSURANCE AGENCY FAX NO. 1 413 5922916 Aug. 23 2000 10:40RM P2 ......... ss•: :,;aa.o 1;..:.:.,p.,4> !•>r ae,:••xa:; :n > x t 2 s s •K. : s Y s ! bs i� K< k .a�ss s i > DAYS(MM/DDIM DUCER .. THIS CERTIFICATE IS ISSUED AS A MATTER of INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE >bh Tnaurance Agency, Inc. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR bread";ay ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. BOX ass _ COMPANIES AFFORDING COVERAGE _ ntcopac. MA o1oz1- COMPANY 4413).594-4797 A LIBERTY MUTUAL URED COMPANY 0 YOUI.Cr COMPA27Y, INC. B -- 9, R.XAR CIRCLE COMPANY C .0- 3D.Y X73 JMWAM 61St 010 01 COMPANY D X13) :6 3301 �, :ysFx:st:>lie x%:2:xy xq:SxR'•Rk:Rxx's:2' '.a2 is•�x3'RS'S .•�3:s,A•5:2:S,L<x?f:?�sj �S2Rtk%{t#c RK ,K k'R RrsiM si 's. ss2 x xiq%3�2 R:.s s2s 2 sx3.t xs:k t;xsb:f.hh tiR?3 KSFxa:;p:s:R%:i•:,:4: < :,stt•s,«iex:_�i1:Px�x?Si:x;>:a;xQ.R3tR.<:Y•xbxr;.s�.sR•%:ie:<ax.>•:r•,•>.xxR "i %R 2•s Rx�j.<KR.t.Nx.>:bx.% yf x d '.Y.'hx R Rxx2.Rx x >ss- n....T'>'n x.xt.x.2:.•,>`yxx..v.s:•.xoxax.,:v,n::.......,.....:n.,•...x%a.<x,.x.2,,S.%..:oxn:,.%a:vA�Av..:.,:..:�:�,.::':K:. .. .. .. ... THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN RSDUCED BY PAID CLAIMS. O I TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS M/ rR ( DATE(MDD/YY) DATE(MM/DD/Y'Y) GENERAL UABILiTY I GENERAL AGGREGATE COMMERCIAL,GENERAL LIABILITY / J / / PRODUCTS.COMP'/OP AGG 3 CLAIMS MADE 1 OGCUR PcRSONAL ..I" INJURY $ { I OWNEP.'S&CONTRACTOR'S PROT EACH OCCURRENCE S (—" FIRE DAMAGE(Any one fire) 1$ 'I MED EXP(Any one Pamorl) 1$ {{AUTOMOBILE LIABILITY f._ ! I COMBINED SINGLE LIMIT 1$ ANY AUTO ALL OWNED AUTOS I I BODILY INJURY (Per parson) $ SCHEDULED AUTOS HIRED AUTOS j BODILY INJL;py $ (Per accident! NON-OWNED AUTOS PROPERTY DAMAGE 8 C i</+ue LiABIL1 i Y AU T 3 G'NLY A=IDENT $ 7 ANY AUTO / J OTHER Tt WG,1!JTO r +Lr I EACH. L0ENT $ AGGREGATE !$ 1 ` EACH OCCURRENCE S LIABILITY (�UMBELAFORM �� / / j / AGGREGATE IS I OTHER THAN UMBRELI„A FORM $ A WORKERS COMPENSATION AND STATUT[3RY LIMITS EMPLOYERS'LIABWTY r_ I wc1-318-320468-0”0 � 04,/25,/00 I! 03/25;01 I EACH ACODENT_ $ O0000 I THE PROPRIETOR/ INCL I DISEASE•POLICY LIMIT $500000 PARTNERWEXIL CUTIVE OFFICERS AREA E?CCL DISEASE-EACH EMPLOYEE I$10 o o 0 o OTHER i t 1 ii PE-WRIPTION OF OPERATIONS!LOCATIONSNEHICLES/SPECIAL ITEMS CC y�•��.'� 3 s &#dxs Fk - .' ?s 3f 2 �, I"•> .v.:.. iSxx:R:k.>:::i,c{,Nt 2% tsx x a Y i'ikt ri.k5t223sfei>wix 22 S 1 >.e.s>a.t .i; SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL !_13AYS WRIYTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO YNE LIFT, errcons VACST BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 19 FOX FARMS R dt OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. to<sNCE Ml 010u2 AUTHORIZED REPRESENTATIVE ...,....v..,.: ._, �]�j 1K?'{�'fi. SK '? <r re c%:r.i a.e>.a%JY�l4%, ...r. <s.t.:?` 'i'i .i K. %•`i FK,^K 00 ll/"!f pT r0 R ti Crif-L) Of �xTaj:fjj&j11pf011 - _- 9 � H �tcs�ttchncctle 1 _= Q DEPARTMENT OP BUILDf2\c INSPECTIONS 212 Main Street ' 'INfunicipal Building Northampton, Mass. 01060 WORICER'S COQ PENSA'nON MSURANCE AFFIMAVIT (li ccuscelpermi ttcc) with a principal place of businesslresidence at: J _ -�- (�hone ') I KO (SQ-�tic ryista 1 C-/7j p) do hereby certify, under the pans and penalties of perjury, .hat (�'I :m an employer providing the following worker's colnocnseDon cove mgc for Iny employees wortang on this job L r e,,M�f a U 4A- q_3 -(a c 4rlo (Incur;nc-^ Coop,:-nv) (Polio; Nu.nbccr) (rzpiraaon Datc) ( ) I am a sole proprietor, general contractor or homeow-ner (cifcie one) and have hired the contractors Listed below who have the fok%viog worker's comoen-s"aon policies: (Name of Co t-maor) (lnsuranc:c Comoany Pouct Ntun!Yr) (_Xpir-at;on Datc) +r. (Name of Contractor) -- (Insurance Compaay/Po!im, Nuncrr) (ExpLf.00n Date) (Name of Conrclor) (Ilisurance. Company- Poticy Numbu) (Ezpiradon Date) (Name of Contractor) (Iosuran(-- Compa-uy/Pobcy Numbs) (E.pirttion Da!e) , (ecizrh iddi�oczl r`xct if voce-s.:Z io inc?u[�inform»oo pute.in-a.s to all oca:rrc.o:o) O I am a sole proprietor and have no one working for rile. ( ) I am.a home owner performing all the work myself. NOTE:ptc--�be tw-r<ttur H )c hoar)�v n"bo cmplay pa cm w bo r .;,-,�cam-wxt C:rrp-I_Ork oo.d..cll_ of oot moc'e than 4r-ro:tmitr in u'oie6 tix Ewrnoouvcr rtiidca a oa the Tots= ti p _6 Lo be - cssrploya3 under theµV kdz Act(GL152s I(5)�applintioo by n homco,-=for:6.c .a percna r=y c1idmoc the 1c91 ctsau or en es.,loyx under oho Workce.Cocnpomar Ad_ A I undav-zd rb.x a oopy of thi,atz o y bo fo,xnrd.ed w tbo Dcpartcrur of InduXticl ncadcurY OIL—or trcuc•nw for iba oovcnSc va-licatioo and the Utzr to scant cO'. n c tutdcr sociioa 25A of MOL 152 can Id to tlx lqg—itioa of crimintl pcnew- coaiiv-ag of a City-of top to S 1,500.00 nr,&-cz� of up to ocx ytsr wG citil pm.P'u i,,Lc form of n Stop Work Ord-cad e dim of 5100.00 i a.y rFpian 1c) Q For uK�y -- - - --- Pcrm;t Numbcr b o L Signalun of LicensceAIcmuttee D3te �CTIUN$-(ONSI`Rt7CTIQN S�IIVIC�S ..I Licensed Construction Supervisor: Not Applicable ❑ n Name of License Holder: �� 5 ✓..- \`� d 3-9 License 7mber 11 /1) / DLO � Ad ess Expiration Date 3 - _ O Signature Telephone 17 ;.,. Not Applicable ❑ ?WI S L,Moq4k--r Company Name Registr ti on N mber 91- A44 SQU:7d A(,A-(U1 !Ln�M , Address Expiration Date Telephone SECT10N 1f,-WQFtICERS'GQMRENSATIQN IN SURANCE AFFIDAVIT(M.G.L. c. 152, Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. igned Affidavit Attached Yes....... Be' No...... ❑ The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license, provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner: Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature Rl 1 P 'he li New House ❑ Addition f Replacement Windows Alte ions) Roofing ❑ Or Doors ❑ ra Accessory Bldg. ❑ Demolition❑ New Signs [ ] Decks [,.T Siding[ ] Other[ ] lore- Brief Description of Proposed Work: M001('Y VISTh}G 17LsC K AND INSTALL SLrry C7D41 Alteration of existing bedroom Yes 4-*"—No Adding new bedroom Yes No Attached Narrative❑ Renovating unfinished basement Yes No Plans Attached Roll 11 . Sheet R Now a. Use of building : One Family Two Family Other �rvROUr" b. Number of rooms in each family unit:__r Number of Bathrooms rJ� c. Is there a garage attached? Iga d. Proposed Square footage of new construction. Dimensions 0 )( 14 e. Number of stories? I f. Method of heating? = Zuo--r A((R Fireplaces or Woodstoves_r Number of each g. Energy Conservation Compliance. Mascheck Energy Compliance form attached? Type of construction WOOD i. Is construction within 100 ft. of wetlands? Yes Is construction within 100 yr. floodplain Yes_Lz�o j. Depth of basement or cellar floor below finished grade if t k. Will building conform to the Building and Zoning regulations? L/ Yes No . I. Septic Tank City Sewer_ Z Private well City water Supply SWC TI N 7a,-OWN» R Ali R1W1ON TO BI:C:OMOLItT D WHEN O1N S,�1G1~rl� 1,10, R CO NTI#AC]'t� APPLES FOR Bl1ILDING PERMlT OAGET as Owner of the subject property hereby authorize j`7. IEN I's LAAOC.I L-r or— —Me —3_0.V0u A)G CO-ZEN Lz to act on my behalf, in all matters relative to work authorized by this building permit appli ation. Aunt U �- Signature of Owner I V Date I, 'rEKA5 LMOK OF- -Ff4Ls C.U. Y_94__,V ; LC�f;'ll�L- as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. igned under the pains and penalties of perjury. J)E Nis L RRO-I4L5 Print Name di Signature of Owner/Agent Date Section 4. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size I 1® © / '?0) Frontage I I® ` 16"0 Setbacks Front 44 5'1 ")'® ' 3 n Side L:sI R: 17 L: G R: 30' 15- Rear `7 3 ` so` 30- Building Height D.® / 9 0 /0j) 3 5, Bldg. Square Footage 1 y % Open Space Footage G2 (Lot area minus bldg&paved r s��) O J !' 3 parking) #of Parking Spaces Fill: volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DON'T KNOW YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO DON'T KNOW YES IF YES: enter Book Page and/or Document # B. Does the site contain a brook, body of water or wetlands? NO _Z DON'T KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained , Date Issued: C. Do any signs exist on the property? YES NO _ IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ?YES _ No IF YES, describe size, type and location: R�qu�� Northampton g' epartment M in Street flF SUIIQ�t G INS? 100 Np�SHI� �jS ampton, MA 01060 phone 413-587-1240 Fax 413.587-1272 APPLICATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SETCN "" 51T "IN!ORMATiQ;N 1.1 Property Address: s ;,TF s frntN � i�� /� � '1 R1� 1 J R Y.J. � �� ,�✓ �t`;t„r "'`� T�w��ss��i �� ay � �� 9 F� a j 6 s $ t a 1'V o R -JA A M P 0 N ' Ma b 4 ,) ell V� �� 3�3 t L�fi��r4Mt ."� .. .. .4.._ a.,,,,_t,a .,.. ..„ ...n..... •'�s#'• ��...". SECT PROPERTY fifNERSF11Pl�kUTHORIZEpAONT 2.1 Owner of Record: A-LOLEr V"eT-r,9A),JGeA,-r I c) F09, FA Rms RD , ame(Print) Current Mailing Addre : Telephone Signature 2.2 Authorized Agent: Name(Print) Current Mailing Address: N13 ) `786 _41 40 Signature Telephone SEGTIIG1Ni 3. ESTtMAltll C"hkRUCTIbN COSTS Item Estimated Cost(Dollars)to be Pfficiai Us6"Only completed by ermit applicant 1. Building 33_ ooQ °° (a) Building Permit Fee 2. Electrical _. _ (b) Estimated Total tbf Construction frorr�i � 3. Plumbing Building Permit Fee" 4. Mechanical (HVAC) 5. Fire Protection 6. Total = 1 + 2 + 3 +4 + 5 ( ) 33 O©� °— Check Number Tlh,64 ti an IF r,4ffic�al"Use C?nl Butldlr� -Permit.Number Date Issued Signature: Building Commissioner/Inspector of Buildings bate " File#BP-2001-0263 APPLICANT/CONTACT PERSON J.O.Young Co.,Inc. ADDRESS/PHONE P O BOX 273 (413)786-4140 PROPERTY LOCATION 19 FOX FARMS RD MAP 17A PARCEL 162 ZONE URA THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid �/ 7- o Typeof Construction: MODIFY EXISTING DECK&INSTALL A NEW 14 X 14 SUNROOM New Construction Non Structural interior renovations Addition to Existing Accessory Structure - Building Plans Included: Owner/Statement or License 038818 3 sets of Plans/Plot Plan THE WING ACTION HAS BEEN TAKEN ON THIS APPLICATION: ApprovLOed as presented/based on information presented. Denied as presented: Special Permit and/or Site Plan Required under: § _ PLANNING BOARD ZONING BOARD Received&Recorded at Registry of Deeds Proof Enclosed Finding Required under: § w/ZONING BOARD OF APPEALS Received&Recorded at Registry of Deeds Proof Enclosed Variance Required under: § w/ZONING BOARD OF APPEALS Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability _ Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee 1- M.GD Signa a of Build O ici Date Note:Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. 19 FOX FARMS RD BP-2001-0263 GIS#: COMMONWEALTH OF MASSACHUSETTS Map Block: 17A- 162 CITY OF NORTHAMPTON Lot: -001 Permit: Building atepnory:alteration-addition BUILDING PERMIT Permit# BP-2001-0263 P_roiect# JS-2001-0441 Est.Cost:$33000.00 Fee: $76.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: J. O. YOUNG COMPANY, INC� 038818 Lot Size(sa.ft.): 19906.92 Owner: VAGET-GRANGEAT NICOLE C Zoning:URA Applicant: J.O. Young Co., Inc. AT. 19 FOX FARMS RD Applicant Address: Phone: Insurance: P O BOX 273 (413) 786-4140 Workers Compensation AGAWAMMA01001-0273 ISSUED ON:9119100 0:00:00 TO PERFORM THE FOLLOWING WORK.-MODIFY EXISTING DECK & INSTALL A NEW 14 X 14 SUNROOM POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Inspector of Buildings Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Final: Final: Rough Frame: Gas Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT Nji AY PF,REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. b Certificate of Occupancy Sip-nature: Fee Type: Receipt No: Date Paid: Check No: Amount: Building 9/19/00 0:00:00 19163 $76.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Building Commissioner-Anthony Patillo