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03-017 (5) SUNROOM ISOMETRIC ELECTRICAL RACEWAY GANGING MULLION- POST REINFORCEMENT j NOTCH AS REQUIRED GANGING WHEN REQUIRED I MULLION $ �{ ANCHORING NOTES: ! + E.R. POST j FOR WOOD USE; MIN. (2) 3/8" DIA. ! a GALVANIZED STEEL x 3-1/2" LONG GALVANIZED LAGS STIFFENER PLATE E.R. POST (3) #10 x 1-t/4" ; . •:b{; ; WITH WASHERS WHEN REQUIRED TEK SCREWS THROUGH I• ; I ;; ; ; ANCHORS SAME SUPPORT BRACKET FOR CONCRETE USE: MIN. (2) 3/8" DIA. x (2) #8 x 1/2" TEK SCREWS AS DETAIL 20 j 3 INTO E.R. POST 3" WEDGE-BOLTS WITH "TRI-COAT COATING 'i I ° THROUGH EXPANDER INTO i , WEDGE-BOLTS TYPICAL EACH SIDE . IN PRE-DRILLED HOLE USING WEDGE-BOLT UPS OF E.R. POST I I SHOWN • C DRILL BIT; TYP. , �'" •,`� - '��ie• 5' FLOOR EXPANDER ° ALUM. WALL POST ° o SUPPORT BRACKET S, o (2) #8 x 1/2" TEK SCREWS `O ° THROUGH EXPANDER INTO MIN. (2) #8 x 1" ° ° MIN. (2) #8 x 1" y UPS OF E.R. POST TEK SCREWS; THROUGH o a w an= EXPANDER INTO GANGING TEK SCREWS; THROUGH I m a p ct 2 8 x 1 2" °� MULLION ON EXTERIOR - EXPANDER INTO GANGING it J c a ( ) # I 2 8 x 1 2" MULLION ON EXTERIOR z i y o�, TEK SCREWS AND ON INTERIOR ( ) # / '` z a, �- o <a z 4i TEK SO EWS THROUGH EXPANDER FLOOR EXPANDER THROUGH EXPANDER ER AND ON INTERIOR } a z v a 1­4 wo N c INTO E.R. POST FLOOR EXPANDER FLOOR EXPANDER INTO E.R. POST m z y!2 1 O 20 �E.R. POST CONNECT. 21 GANGING MULLION CONNECT. 24 E.R POST CONNECT. 25 GANGING MULL.CONNECT. M < 0 w �oa� AT BEARING WALL > > AT BEARING WALL NON BEARING WALL NON BEARING WALL ® � a°L0 do GJ O HEADER SUPPORT `� MISCELLANEOUS ROOF DETAILS N .T.S. W z �o LOCATE SCREWS ON SCREW u _ LINE Of HEADER SUPPORT GALVANIZED 2-3/4" WIDE FOAM PANEL DOUBLE I-BEAMS #8 x 1/2" TEK SCREWS, O HANGER, ALUMINUM I-BEAMS },� W =Z ELECTRICAL RACEWAY STEEL H-R CUP SPACER BETWEEN I-BEAMS FASCIA LOCATION, O 1/3 POINTS BETWEEN WITH 2-3/4" WIDE vz C) t,i0 POST REINFORCEMENT w WHEN REQUIRED HANGER AND HEADER BUT NOT MORE THAN SUPER FOAM PANEL J o U I° ° (3) #8 x 1/2" c.0 4' O.C. MAX.; TYP. SPACER o TEK SCREWS (4) #8 x 1" TEK SCREWS (2) #8 x 1/2" TEK 1 I THROUGH HEADER ON EACH CORNER AT TC° II2-3/4" Z SCREWS THROUGH j i SUPPORT INTO TYP. I` Q HEADER SUPPORT INTO ;I ; E.R. POST UPS OF E.R. POST y ; 7d .+ U O W V E.R. POST .. . . o°dz s°jPC z 22 HEADER SUPPORT TO E.R. POST 1 1 (2) #8 x 1/2" TEK 3 4-5 CONNECTION A T BEARING WALL 1" TEMPERED INSULATED /8" OR 6° ROOF PANEL W z z SCREWS PER STRAP GLASS ROOF PANEL (3" SHOWN) z w�� �`����� SHOWN WITH DOUBLE I—BEAM 3" 4-5 8" OR 6" ROOF $ �W W < SEC10 S� W y WAN oou 7 e. fAd V � 67 S W Z �<O.ZJ HEADER SUPPORT 6" 3 z o FOR NON-REINFORCED HEADERS 3/8" DIA, x 5" LAGS (3" FOAM ROOF) 9 ?v �, W o 3/8" DIA, x 6" LAGS (4-5/8" FOAM ROOF) HIGH WIND FASTENING - LOCATE SCREWS ON SCREW GALVANIZED 3/8" DIA. x 8" LAGS (6" FOAM ROOF) LINE OF HEADER SUPPORT STEEL H-R (SPACING PER HIGH WIND REQUIREMENTS) CLIP CONTACT P.E.I. ENGINEERING GANGING MULLION �� Q J CLIP ° FOR REINFORCED HEADERS ENLARGED DETAIL (2) #8 x 1" TEK 1/4-20 x 5" S135 TEK W/CLIMASEAL FINISH (3" FOAM ROOF) SCREWS; EACH SIDE THROUGH HEADER 1/4-20 x 7" SD5 TEK W/CLIMASEAL FINISH (4-5/8" FOAM ROOF) Z SUPPORT INTO I 1/4-20 x 8" SD5 TEK W/CLIMASEAL FINISH (6" FOAM ROOF) W LLJ GANGING MULLION (SPACING PER HIGH WIND REQUIREMENTS) NG GANGI CONTACT P.E.I. ENGINEERING FASCIA z r MULL ON EC11 AT HEADER SUPPORT OVERHANG -� W U) 23 HEADER SUPPORT TO GANGING MULL. 7 MAX. � � Q CONNECTION AT BEARING WALL SHEE7 1 1 OF 1 � - 6" OR 8" ALUMINUM RIDGE BEAM SUNROCM ISOMETRIC USE MIN. 3/8" DIA. x 2-1/2 GALVANIZED (NOTE: 6" ALUMINUM RIDGE BEAM LAGS W/WASHERS INTO RIDGE BEAM; (SPACING ACCEPTS 3" PANEL HANGER ONLY, AS REQUIRED BY P.E.I. ENGINEERING) , 8" ALUMINUM RIDGE BEAM ACCEPTS ;; STRAP IS CONTINUOUS 3", 4-5/8" & 6 PANEL HANGER) (BEND OVER CORNERS (3) #10 x 1-1/4" TEK SCREWS OF RIDGE BEAM) „ THROUGH RIDGE POST BRACKETS TAB & HANGER ASSEMBLY # INTO RIDGE BEAM EACH SIDE ° i f j`. . TYP. BOTH SIDES (3)-#1 Ox 1-1/4" TEK SCREWS ° i r THROUGH RIDGE POST BRACKET INTO ° (3) #10 x 2" TEK SCREWS THROUGH '` WOOD RIDGE BEAM (SIZE AND l; RIDGE BEAM; EACH SIDE RIDGE POST BRACKETS INTO RIDGE POST '� NUMBER OF MEMBERS PER P.E.I. !' t (3) #10 x 2" TEK SCREWS °�, ENGINEERING REQUIREMENTS) THROUGH RIDGE POST; BRACKETS NOTE: USE (2) RIDGE POST .' ' MIN. 5 \ ( ) #10 x 2 TEK SCREWS USE EACH SIDE OF MIN. (5) #10 x 2 TEK INTO EACH SIDE OF BEAM INTO RIDGE POST EACH SIDE RIDGE POST SCREWS INTO RIDGE POST I E I P.T. 4x4 4x6 a POST P.T. 4 x 4, 4 x 6, 6 x 6 EACH SIDE I 6 x 6 RIDGE POST, TYP. � \° a a #10 x 2" TEK SCREWS; (2) ® TOP RIDGE POST TYP. 2-1/2" WIDE x 6' LONG o I s ++ ^ °a 101-o & BOTTOM, AND STAGGERED ® 12" O.C.; i Rid4 12 MIN. LENGTH OF LAP ON z o, ��' o a< rn a (SIZE DETERMINED BY ALUMINUM TIE DOWN STRAP Pa. > o z o 0� EACH SIDE OF POST LOAD REQUIREMENTS. P ; POST TYPICAL EACH SIDE d a z o rn a CONTACT P.E.I. ENGINEERING) m 'O N°m° NOTE HIGH WIND CONDITIONS SEE GENERAL NOTES ON SHEET 1 FOR z� o NvrJ00 FOAM KNEEWALL TRIM, TYP.; MAY REQUIRE ALTERNATE CONNECTIONS REQUIREMENTS FOR PRESSURE TREATED a a 'cnr °uj w EACH SIDE ALUMINUM RIDGE BEAM REQUEST P.E.I. ENGINEERING LUMBER AND FASTENERS. WOOD RIDGE BEAM z M.6" OR 8" ALUMINUM RIDGE BEAM �Q USE 3/8" DIA. x 2-1 2" LG. WOOD RIDGE POST TO RIDGE BEAM CONNECTION ® 0 a� 0 NOTE; 6" ALUMINUM RIDGE BEAM GALVANIZED LAGS W/WASHERS �; o �� ACCEPTS 3" PANEL HANGER ONLY, INTO RIDGE BEAM STAGGERED z a 00 - SPACING Z- cri 8" ALUMINUM RIDGE BEAM ACCEPTS WHEN USING EPA APPROVED PRESERVATIVE TREATED LUMBER AT AT OPPOSITE SIDES ( w z =o GANGINGS, FIRST ISOLATE WOOD POST FROM ALUMINUM BY WRAPPING AS REQUIRED BY P.E.I. ©= 3 3", 4-5/8" OR 6" PANEL HANGER) WITH EITHER OF THE FOLLOWING: 15LB ROOF FELT, OR 10 MIL PLASTIC ENGINEERING) 0 a SHEETING PRIOR TO INSTALLATION OF ALUMINUM CLIPS OR TRIM COIL _— 2-1/2" WIDE x 6' LONG �� Z ALL FASTENERS IN DIRECT CONTACT WITH PRESERVATIVE TREATED z C 4i o WOOD SHALL BE HOT-DIPPED GALVANIZED PER ASTM A153, OR ALUMINUM TIE DOWN STRAP �w a 0 U OTHER APPROVED PROTECTIVE COATING. TRIM COIL TO BE ATTACHED TAB & HANGER ASSEMBLY � N a ul TO ISOLATED WOOD POST USING STAINLESS STEEL TRIM NAILS. E F TYP. BOTH SIDES z WOOD RIDGE BEAM (SIZE AND e (3)-#10 x 3/4" SELF DRILLING it NUMBER OF MEMBERS PER SCREWS THROUGH RIDGE POST ° 3" PANEL HANGER SHOWN 11 3 Z !J+ P.E.I. ENGINEERING) t d�G •.V<w BRACKETS INTO RIDGE BEAM; ° 2" EXPANDER W/LIP � USE (5)- #10 x 2 TEK EACH SIDE ° �+ ° I I som��� PEELED. FORMS CAP MIN. (5) #8 x 1/2 TEK SCREWS SCREWS THROUGH STRAP W "' ° &2 FOAM KNEEWALL TRIM, FOR E.R. POST THROUGH STRAP INTO E.R. POST 1 d�Z3 k4<=Z-= INTO RIDGE BEAM EACH SIDE TYPICAL; EACH SIDE o EACH SIDE F, �3 2" EXPANDER W/LIP O d=�° >�W`-��' MIN. (4) #8 x 1" TEK SCREWS i PEELED. FORMS CAP W W W Z m= THROUGH RIDGE POST BRACKETS " Wh=y Z=WZy3 .NOTE: USE 2 (2) #10 x 2 TEK SCREWS FOR E.R. POST INTO E.R. POST RIDGE POST � � o BRACKETS EACH SIDE OF THROUGH FOAM KNEEWALL TRIM y==W= INTO RIDGE BEAM; EACH SIDE RIDGE POST GLAZING CAP (WHEN ° ELECTRIC RACEWAY POST 8 x 1" TEK SCREWS 2 ® I 12" ELECTRIC RACEWAY °g=o� GLASS WING IS USED) #W/ELECTRICAL RACEWAY POST TOP & (1) STAGGERED ® ° i WALL POST W/ ELECTRICAL REINFORCEMENT WHEN REQUIRED. m. I t I RACEWAY POST REINFORCEMENT #8 x 1" TEK SCREWS; a ° o NOTE: OPEN SIDE OF E.R. POST (COVER) o ° -- FACES TO EXTERIOR WHEN USED AS RIDGE POST ° __j (2) ® TOP & (1) STAGGERED o Q 12" O.C. & (2) ® BOTTOM ° o Q SIDE EACH SIDE E OF POST 12" O.C. & ( BOTTOM; ° FOAM KNEEWALL TRIM, Q Z f- ° TYP.;; EACH SIDE W "H" SUPPORT ° A 2-1/2" ANGLE BRACKET FASTENED � W CHANNEL WITH MIN. (4) #8 x 1/2" TEK SCREWS REQUIRE I ALTERNATE CONDITIONS CONNECTIONSY WOOD D RIDGE BEAM M z THRU EACH LEG OF ANGLE INTO E.R. Q (J) POST AND "H" SUPPORT REQUEST P.E.I. ENGINEERING ALUNJINUM RIDGE BEAM � 8: ALUM NUM RIDGE POST TO RIDGE BEAM CONNECTION U' Q jo WHET 10 CF 1 .I SEE GENERAL NOTES ON SHEET 1 FOR 4x4 POST WITH REQUIRED NOTCHING SHOWN. SUNROOM ISOMETRIC REQUIREMENTS FOR PRESSURE TREATED FOR 4x6 AND 6x6 POST, STOP EXPANDER ELECTRICAL RACEWAY POST LUMBER AND FASTENERS. ON EACH SIDE OF RIDGE POST GALVANIZED REINFORCEMENT l WHEN REQUIREDx " (2)-#10 x 2" TEK SCREWS NOTCH BOTTOM OF RIDGE POST E.R. POST �= THROUGH INTERIOR FACE OF TO CLEAR WEEP SHELF EXPANDER INTO RIDGE POST Ridge & EXPANDER SIDEWALL (4x4 POST ONLY) OPEN SIDE OF STEEL Y AND E.R. POST FACE F ' i/4• REMOVE INTERIOR LIP OF 1/4- EXPANDER AT POST LOCATION TO EXTERIOR FOR v_,� 3/8" DIA. x 3-1/2" LONG ° RIDGE POST APPLICATIONx „ GALVANIZED LAG WITH WASHER /Z. 0 3/8" DIA. x 3" WEDGE-BOLT WITH s - ! •`< \ _�{ " �. ,. EACH SIDE OF RIDGE POST I � ° "TRi-COAT COATING" TYP. EACH ON WOOD FOUNDATIONS SIDE OF RIDGE POST ON CONCRETE 2-1/2• _ ol...; ALUM. WALL POST NOTE: LOCATE LAGS/BOLTS IN HOLE FOUNDATION o SUPPORT BRACKET CLOSEST TO INTERIOR OF /$ o o ROOM TYPICAL 2-1/2" ALUM. ANGLE (3) #10 x 1-1/4" TEK BRACKET EACH SIDE SCREWS THROUGH y y W OSB o 0 0 0 OF RIDGE POST SUPPORT BRACKET PLYWOOD OR ACE INTO E.R. POST, z a DECK SURFACE o o ° EXPANDER LIP FLUSH WITH TYPICAL EACH SIDE ° Z ^ °--'00,- o ., ZZawc�Q FLOOR EXPANDER °.. CdNCRETE EDGE OF CONCRETE ON } ci a > A. FOUNDATION"• e CONCRETE FOUNDATION (2) #8 x 1/2" o m z o y°o ° SHOWN •. TRUGRIP ANCHORS TEK SCREWS ix W o w J v� z W Q W a ® 18" O.C. TYP. • +• , �.s; • . (2) #10 X 2" TEK SCREWS ° a o () �`' ° L. STAGGERED THROUGH FLOOR EXP. o DECK INTO RIDGE POST , ALUM. FLASHING I FOSHO NON (4)-#10 x 2" LONG TEK SCREWS AT EACH CLIP; TYP. - © aa0 I� EXPANDER LIP OVERHANGS WOOD HEADER FLOOR EXPANDER (2) #8 x 1/2" TEK SCREWS C.3 U BY 1/2" ON DECK FOUNDATIONS THROUGH FLOOR EXPANDER z a o o 17A WOOD RIDGE POST ANCHORAGE POS SIDEWALL LIPS OF E.R. o= 3 =o (TyE.R. RIDGE POST ANCHORAGE s AT FLOOR EXPANDER �''° � =z (BOTH WOOD DECK & CONCRETE FOUNDATION SHOWN) AT FLOOR EXPANDER aw W W (CONCRETE FOUNDATION SHOWN) w t a ANCHORING NOTE: WOOD RIDGE BEAM FOR WOOD USE: MIN. (2) 3/8" DIA. SIZE AND NUMBER OF a MEMBERS AS REQUIRED MIN. 3/8" DIA. x 2-1/2" LONG Z x 3-1/2" LONG GALVANIZED LAGS GALVANIZED LAG W/WASHERS INTO 5 (MIN. 1-1/2" EMBEDMENT INTO ALUMINUM FLASHING RIDGE BEAM, (SPACING AS REQUIRED �K� +eW°iE cj STRUCTURAL FRAMING) BY P.E.I. ENGINEERING) Q a _<�W U yj " TAB & HANGER ASSEMBLY ° 6z °Qmw"_ 3 4-5/8 OR 6 PANEL FOR CONCRETE USE ALUMINUM FLASHING a5Zg HANGER (3" SHOWN) TYP. BOTH SIDES AS REQUIRED (2) 3/8" DIA. x 3" WEDGE-BOLT WITH TRI-COAT COATING" IN PRE-DRILLED SILICONE SEALANT HOLE USING WEDGE-BOLT DRILL BIT; TYP. (2) #8 x 1/2" TEK & tea OF SCREWS,SCREWS, AT TOP & d =W <m W <tN/1 N=�pNp BOTTOM OF EACH I-BEAM '•1.. NU=XV 1=��0= C7 3 W p,<„�ZJO Oy,D= O " J N M;5 N j N 3", 4-5/8" OR 6" ya�=o Ht�O=W H W 03 W "'p=W Nd ROOF PANEL _ _ •� '-" W y 2 W Q (3" SHOWN) THERMAL BREAK r.. . #8 x 1/2" TEK SCREWS, Q J 2 INTO EACH I-BEAM CONNECTING 3", 4-5/8" OR 6" ROOF PANEL Q PANELS; BOTH SIDES PEI 8" OR 6" ALUMINUM (3" SHOWN) ALUMINUM FLASHING Q z < RIDGE BEAM (8" SHOWN) AS REQUIRED Q w W z o 0 18A ALUINUM RIDGE BEA Ill � g8 WOOD RIDGE BEAM w Q g AND PAI�IEL HANGER g WITH TAB AND HANGER Q SHEZT 9 OF 1 1 SUNROO'M ISOMETRIC MIN. (2) 1/4" GALVANIZED LAGS AT TOP & AT CONNECTION OF "H" OR HEADER SUPPORT TO EXPANDER. LA k� GS SHALL PROVIDE MIN. 1-1/2" EMBEDMENT INTO STRUCTURAL FRAMING OR WOOD BLOCKING EXISTING/ STRUCTURE% INSTALLED & SECURED TO WOOD FRAMING. MAX. SPACING BETWEEN LAG LOCATIONS SHALL BE k, 4'-0". BEYOND 4'=0", ADD 1 LAG MIDWAY BETWEEN FOR WOOD USE: EXPANDER ® EXISTING STRUCTURE TOP AND "H" OR HEADER SUPPORT LOCATION. USE MIN. MIN. (2) 1/4" DIA. GALVANIZED LAGS (REMOVE SIDING) EXISTING TRUCTURE c, 1/4" DIA. GALVANIZED LAG WITH SHIELDS FOR SOLID MASONRY AT BOTTOM, TOP, AND LOCATION OF ( GANGING MULLION / H OR HEADER SUPPORT TO WALL FOR EXISTING WOOD STRUCTURES; w PROVIDE SOLID WOOD BLOCKING EXPANDER. PROVIDE MIN. 1-1/2" „ o #8 x 1/2 TEK SCREWS , AT EXISTING WALL AS REQUIRED EMBEDMENT INTO STRUCTURAL FRAMING 3 ® TOP, BOTTOM, 1/3rd UP & OR WOOD BLOCKING INSTALLED AND SECURED TO STRUCTURAL FRAMING 1/3rd DOWN 0 MOUNTING T❑ EXISTING STRUCTURES: o 1-1/2 EMBEDMENT INTO �,;; a�, STRUCTURAL FRAMING MIN. REMOVE EXISTING SIDING AND ANY FOR CONCRETE/MASONRY USE: MASTER FRAME JAMB s- o Nm}w COMPRESSIBLE SHEATHING AT CONNECTION MIN. 1/4" DIA. LAGS WITH SHIELDS; z a Sy EXPANDER ® EXISTING STRUCTURE W c o POINTS OF ENCLOSURE TO HOUSE. PROVIDE MIN. 1-1 2" EMBEDMENT. -' z a. c a a o rn Z w (REMOVE SIDING) / FIXED SASH HEIGHT LAGS MUST BE SECURELY ANCHORED LOCATE LAGS SAME AS FOR WOOD O Z Z Z>o CA a " Q' U Q W O #8 x 1/2" TEK SCREWS 0 TO STRUCTURAL FRAMING OR INSTALL DESCRIBED ABOVE. FOR BRICK VENEER TEMPERED GLASS 0_00 _ BLOCKING SECURELY FASTENED T❑ ANCHORAGE USE LAGS PENETRATING w °- W ix TOP, AND BOTTOM, BOTH SIDES w STRUCTURAL FRAMING TO PROVIDE MIN. 1-1/2" INTO STRUCTURAL o o 0 0 a 3" FOAM WING PANEL MINIMUM 1-1/2' EMBEDMENT FOR FRAMING BEHIND VENEER SILICONE SEALANT MOUNTING FASTENERS. z 13 PLAN VIEW OF WING PANEL ® loo PLAN VIEW OF ROLLING DOOR z ° c $ AT EXISTING STRUCTURE $ AT EXfSTING STRUCTURE w z ca CD 3 = EXISTING ROOF "s V `_ 3/8" DIA. GALVANIZED LAGS W/WASHERS 3/8" DIA. GALVANIZED LAGS W/WASHERS SHINGLES 0 r p LOCATED REQUIRED SPACING & PROVIDING LOCATED * REQUIRED SPACING & PROVIDING ® w o 4i ADEQUATE EMBEDMENT INTO PROPER ADEQUATE EMBEDMENT INTO PROPER o STRUCTURAL SUPPORT STRUCTURAL SUPPORT ® 04< HEATHING EXISTING STRUCTURE REMOVE SIDING AT GAP FLASHING MOUNTING NOTE1 THE QUANTITY AND TAB/HANGER ATTACHMENT EXISTING RAFTER °W Qo SIZE OF FASTENERS REQUIRED VARIES ALUMINUM FLASHING UNDER (SIZE AND SPACING) W U t w BY APPLICATION. A LEDGER WITH ALUMINUM FLASHING VARIES EXISTING °�dWomxW MORE LAGS ADEQUATELY FASTENED TO SILICONE SEALANT SHINGLES AS NECESSARY ) RAFTER `W"-" THE EXISTING STRUCTURE, OR A �Z° SUPPORT BEAM MOUNTED ON SUPPORT TAB/HANGER ASSEMBLY MIN. NOTCH oW;- POSTS AT THE-FACE OF THE EXISTING " SILICONE SEALANT 1-1/2" VARIES =03 yZwW f�/1 (2) #8 x 1/2 TEK SCREWS; / EMBEEDMENT 2x LEDGER BOARD $° �'&�G W W W�fL r STRUCTURE MAY BE REQUIRED UNDER ® TOP & BOTTOM OF — — — — — — — NAILED TO EXISTING HEAVY LOADS. CONSULT P.E.I. ENGINEERING OR A LOCAL DESIGN EACH I-BEAM - ° WALL STUDS W/MIN. PROFESSIONAL FOR JOB SPECIFIC SILICONE SEALANT = =W= Z REQUIREMENTS. ° (2) 12d NAILS. PROVIDE MIN 1-1/2" 3wo�W =0 -1/2 c 2 V r 9 EMBEDMENT OON81 y �53C=w SEE 'MOUNTING TO EXISTING ti EXISTING orH'CJ STRUCTURES' N❑TE ABOVE RIGHT FOR 1/2" Z� z ADDITIONAL. INFORMATION. (2) #8 x TEK SCREWS; BEARING WALL CAA TOP & BOTTOM LOOKOUTS J OF EACH I-BEAM AS REQUIRED Q Q 3", 4-5j8" OR 6" ROOF PANEL EXISTING OR ADDITIONAL THIS MOUNTING METHOD MAY REQUIRE (3" SHOWN) NAILS AS REQUIRED LOOKOUTS ADDED OR ADDITIONAL REINFORCEMENT Q REQUIRES 2x FASCIA NOTE: AND/OR FASTENERS AT EACH RAFTER LOCATION. z 15 TAB AND HANGER ASSEMBLY BOARD, (DEPTH VARIES) EXISTING STRUCTURE MUST BE EVALUATED FOR W W z o 0 8 {WALL M 0 U NT) STRUCTURAL SUITABILITY BY LICENSED ENGINEER. (� NAILS OR BOLTS AS /. REQUIRE D: ENGINEERING 1 s TAD AND HANGER ASSEMBLY (� w Q 8 (FASCIA MOUNT) Q SHEET OF 1 EXTERIOR SIDE SU'NROOM ITO ETRIC 3/16" DIA. NOREX #8 x 1/2" TEK SCRE`NS, m HANGER, 3/16" x 5/16" SETTING BLOCK FASCIA LOCATION, m 1/3 POINTS BETWEEN HANGER AND HEADER BUT NOT MORE THAN F a„ (4) #8 x 1" TEK SCREWS x 1-1/8" x 8" LG. STEEL STRAP, 4 REQ'D 4' 0.C. MAX.; TYP. 3" 4-5/8" OR 6" NOMINAL , ON EACH CORNER AT TOP PER GRP EACH AT FARTHEST EDGE FROM SUPPORT THICKNESS ROOF PANEL TOP AND BOTTOM (EITHER SIDE OF I-BEAM SILICONE SEALANT; (3" SHOWN) �` (2) #8 x 1/2" TEK ACCEPTABLE, USED WITH 3" ROOF ONLY) EACH SIDE OF I-BEAM ® SCREWS PER STRAP TOP, & ON BOTTOM SURFACE •024" 3105-H174 ALUM. ` yj@ F m #8 x 1/2" TEK SCREWS 1" TEMPERED INSULATED OF UPPER FLANGES; TYP. SKIN; TOP AND BOTTOM u ® HANGER, FASCIA, AND GLASS ROOF PANEL ® 1/3 POINTS BETWEEN ALUMINUM I BEAM `�r � HANGER & HEADER BUT - NOT MORE THAN 4 O.C. , M AX. DOW 795 SILICONE E SEALANT T ��.• - BOTH SIDES ES OF VENT T 3/8" DIA. BACKER ROD; TYP. 3", 4-5/8" OR 6" ROOF PANEL (3" SHOWN) ^ °ICE ° ROOF PANEL WIDTH GLASS ROOF PANEL ROOF PANEL WIDTH ROOF PANEL WIDTH > c z o <<--.ZLj (36" TYP.) - ZO P-4u-2 a WIDTH 36" TYP. (36" TYP.) (36" TYP.) m " a Z>00° m ti.i O y(n�00 W J <n WQ-y.Q' 3/8" DIA. GALVANIZED LAGS /WASHERS ¢ w LOCATED AT REQUIRED SPACING AND EC10 FOAM PANEL ROOF CROSS SECTION ° " ' ° PROVIDING ADEQUATE EMBEDMENT INTO � PROPER STRUCTURAL SUPPORT (SEE 7 c o MOUNTING NOTE ON SHEET 8) SEE " ® t Q o A. DETAIL: 15 #8 x 1/2" TEK SCREWS; 0 e GLAZING CAP BOTH ��SIDES AT PANEL CAP z u o`t AND H" SUPPORT �„ �� z°_ ALUMINUM FLASHING GLAZING TAPE �LLJ 3 a o x TAB HANGER (2) #8 x 1/2" TEK SCREWS TEMPERED GLASS =a ASSEMBLY 0 TOP & BOTTOM OF EACH I-BEAM 3" NOMINAL ®z o 4i 0 THICKNESS MIN. 1" TEMPERED INSULATED GLASS ROOF PANEL FOAM WING w N Q MAX. 2 PANEL z / 4 1/2" x 1 x 1/16" a EXTERIOR SIDE CONTINUOUS 7-'� "H" SUPPORT ALUMINUM ANGLE IS CONTINUOUS ° LJ 1" TEMPERED INSULATED °` Z -' 2Gtr �UtW GLASS ROOF PANEL #8 x 1/2" TEK SCREWS ° o SILICONE SEALANT ® TOP, BOTTOM & 16 O.C. EXTERIOR SIDE <W�" °J.'�'•'V HANG (4) #8 x 1" TEK SCREWS °cWyZ ON EACH CORNER AT TOP 2 PLAN VIEW 0 F GLASS & W °W`c 3 POINT r_ W�o g «sn <„ y, W 3/8" DIA. BACKER ROD 7 FOAM WING PANEL ��_° W° = =y (i=o fn ROOF PANEL 3/16" DIA. NOREX _ (3 SHOWN) r.:;•r V ���-•� � °W °.:•,.,...„=, ,==-3W=- ��aZ�= s Z8°W>o CLASS ROO MlN• �� N h s c �D T N£L E. MA ?4 #8 x 1/2 TEK SCREWS r ♦rye ,- •. .--••_ . #8 x1 TEK 3&'�,_. NOTE. � HW03W 1=•°?WNa (1) ® EACH CORNER YP MINI (2) ON ONE SIDE OF EACH I-BEAM DpUOM PERMI INTO HEADER ARM FORM PANEL EDGE 8L, W 24” NEC DlMENSlO C Q —1 MIN N SILICONE SEALANT FASCIA Q ROLLED EDGE OF ALUMINUM #8 x 1/2" TEK SCREWS, (2) AT EACH W W z - - CLAD FOAM PANEL I-BEAM, (1) AT EACH END OF HEADER SILICONE HEADER ARM SEALANT Q (� SEC 1 1 FOAM PANEL ROOF #8 x 1/2" TEK SCREWS, (2) AT EACH L12" MAX' _ W LONGITUDINAL SECTION [-BEAM, AND (1) AT EACH END OF c HEADER (NTS) CIS � Q HEADER SUPPORT SHEET 7 OF SEE DETAIL 71D ON SHEET 5 FOR CORNER POST TO FLOOR SUNROOM ISOMETRIC DECK FOUNDATIONS SUPPORTING ENCLOSURES MUST ` .ANCHORING NOTE: #8 x 1" TEK SCREWS INCLUDE ADEQUATELY SIZED SUPPORT POSTS ON EXPANDER CONNECTION ON WOOD OR CONCRETE FOUNDhT10N FOR WOOD USE: MIN. (2) 3/8" DIA. (2) @ FLOOR EXPANDER CONCRETE PIER FOOTINGS PROPERLY SIZED AND LOCATED TEMPERED GLASS 3-1/2" LONG GALVANIZED LAGS THROUGH GANGING MULLION; AT ENCLOSURE GANGINGS, CORNERS, RIDGE SUPPORTS, FIXED SASH HEIGHT (MIN, 1_1/2" EMBEDMENT INTO # BOTH SIDES, GANGING MASTER FRAME JAMB MULLION NOTCHED TO SIT AND ALL REQUIRED DECK SUPPORTS. DECK LEDGER STRUCTURAL FRAMING) x 1 CONNECTION TO EXISTING HOUSE MUST PROVIDE .. ON BOTTOM OF FLOOR ^` J 8 TEK SCREWS, FOR CONCRETE USE: EXPANDER BEARING WALLS REQUIRED LOAD CAPACITY, OR A CARRIER BEAM MAY BE w a @ TOP & BOTTOM; 1/3rd ( ) REQUIRED AT THE HOUSE WALL. p 3 UP & 1/3rd DOWN 3/8" DIA. x 3" WEDGE-BOLT WITH ' a "TRI-COAT COATING" IN PRE-DRILLED CONCRETE SLABS SUPPORTING ENCLOSURES MUST #8 x 1/2" TEK SCREWS GANGING MULLION NOTCHED INCLUDE A CONTINUOUS CONCRETE PERIMETER TRENCH @TOP & BOTTOM; BOTH SIDES HOLE USING WEDGE-BOLT DRILL BIT; TYP. AT BASE ON BEARING , FOOTING OF ADEQUATE WIDTH AND DEPTH TO PROPERLY - FOAM KNEEWALL TRIM WALLS AS NEEDED 3 �" SUPPORT IMPOSED LOADS AND PROVIDE PROTECTION FROM w wy FROST HEAVE. m ANCHORS @ INTERMEDIATE LOCATIONS v LELAND INDUSTRIES GP FASTENERS; ti W z #10 x 2-INCH LONG SCREWS WITH (2) #8 x 1/2" TEK SCREWS LOCATIONS OF CLIPS WILL VARY FOR WOOD AND O LELAND GP DT-1700 COATING; STAGGER SCREWS @ THROUGH FLOOR EXPANDER ao�Ul CONCRETE CONNECTIONS. z FASTENER 18" O.C. ALONG FLOOR EXPANDERS, TYP. INTO MASTER FRAME JAMBS o u- IN,o z000 n ° p J O W 3" NOMINAL THICKNESS =, t` •,' • GALVANIZED Z cn � o W r CORNER POST O y o u EDGE OF FLOOR FOAM KNEEWALL STEEL STIFFENER } ° z U c J z J EXPANDER LIP 8 X 1/2" TEK SCREWS REQUIRED WHEN m �i o Cox 3/8" DIA. x 3" SPACED @ 18" O.C. TYP. cj a (n a(n a o w --, 2-3/4" WEDGE-BOLT WITH o o (n �' v~)a-(L,. Z Y o "TRI-COAT COATING" POST CAP t-- FLOOR EXPANDER zMA . MA�z- y, 3 IN PRE-DRILLED HOLE za o Z cNi� USING WEDGE-BOLT #8 x 1/2" TEK SCREWS O < ;° -j DRILL BIT; TYP. 3-9/16 FOAM KNEEWALL WIDTH @ TOP, BOTTOM 1/3rd UP & o°w cx EXTERIOR SIDE BEARING B-WALL 1/3rd DOWN, BOTH SIDES C-5 o + sEc8 PLAN VIEW OF A-13 CORNER GLASS KNEEWALL WIDTH � z a x " ANGING DIST. ®= 3 =o E.R. POST WALL POST 4-7/$ 6 O N DECK FOUNDATION 4wo ° =Z SUPPORT BRACKET I -—----------------------------------------- �� o 0 Li w -( POST CAP 1 ��#10 x 2-1/2" TEK SCREWS #10 x 2" TEK SCREWS �� �w .4 ov a = 111 I 3" FROM TOP & BOTTOM 3 FROM TOP & BOTTOM C,4.< " & MAX. 19-1 2" SPACING z I a ! & MAX. 19-1/2 SPACING / � z a m 3 I 1-1/2" SQUARE �� a Oo! Z ! GLAZING BAR FOR WOOD USE: _ ALUM. TUBE i Z o 1 •. 1 HIGH WIND MEETING RAIL 1/8" POP RIVETS' MIN. (2) 1/4" DIA. GALVANIZED LAGS AT W 3 0 ( ) #8 x 1 TEK SCREW, I BOTTOM, TOP, AND LOCATION OF H OR t= t W f"• a REINFORCING REQUIREMENTS AT TOP, MIDDLE, 9_° x w w @ TOP & BOTTOM; 1/3rd UP HEADER SUPPORT CONNECTION TO WALL °�. W °D & 1/3rd DOWN l CONTACT P.E.I. ENGINEERING & BOTTOM;,-' soIEN o W ---- i EXPANDER. PROVIDE MIN. 1-1/2" ado o w!W W y= �-— ---- -- TYP. i EMBEDMENT INTO STRUCTURAL FRAMING �W=� <NW� —%---- °yy yZ'U• O #8 x 1/2" TEK (2) #8 x i" TEK 3/8" DIA. x 3" WEDGE-BOLT VENT SASH INTERLOCK OR WOOD BLOCKING INSTALLED AND 3 g W v a 3 FLO SCREWS EACH SIDE SCREWS; BOTH SIDES / WITH GALV. STEEL TUBE =�3 � W� �++ EXPANDER WITH TRI-COAT COATING IN / REINFORCEMENT SECURED TO STRUCTURAL FRAMING. y yl Z W y PRE-DRILLED HOLE USING / w 1/4" DIA. LAGS STAGGERED ® 18" O.C. � H W W O N a LOCATE 2-3/4" BACK FROM WEDGE-BOLT DRILL BIT; TYP! CAS REQUIRED) ?� y _ 3 i BETWEEN DOUBLE LAG LOCATIONS. �_4 LIP OF EXPANDER AS SHOWN / c~ii N==W= a`�=J� VENT SASH HEIGH71 FIXED SASH HEIGHT ON CONCRETE FOUNDATION, TYP. FOR CONCRETE MASONRY USE: _ s�; Z x y vi MIN. 1/4" DIA. GALVANIZED LAGS WITH Bd>>° N SHIELDS; PROVIDING MIN. 1-1/2" °OSOO �1°_- J1� J t J 3-9/16" EMBEDMENT. LOCATE LAGS SAME AS FORc3W / WOOD DESCRIBED ABOVE. FOR BRICK VENEER ATTACHMENT, PROVIDE FASTENER I U) LENGTH TO PENETRATE MIN. 1-1/2" INTO Q Q 2-3/4" STRUCTURAL FRAMING BEHIND THE BRICK _ — GANGING MULLION STEEL TUBE REINFORCEMENT VENEER. 1/4" DIA. LAGS STAGGERED @ [� f— Q CORNER POST FIXED SASH HEIGHT AT MEETING RAIL INTERLOCK v' 18" O.C. BETWEEN DOUBLE LAG LOCATIONS. #8 x 1/2" TEK SCREWS (1} OF BOTH FIXED & VENT SASH Q Z MASTER FRAME JAMB @ TOP, BOTTOM 1/3rd UP HEIGHT (AS REQUIRED) GANGING MULLION W W & 1/3rd DOWN, BOTH SIDES z —3-3/16° MASTER FRAME WIDTH ROLLING DOOR WIDTH #8 x 1/2" TEK SCREWS, _ EXTERIOR SIDE @ TOP & BOTTOM; 1/3rd UP Q (n SEE DETAIL 7C ON GANGING DIST. GANGING DIST. NON BEARING C-WALL & 1/3rd DAWN � W cn SHEET 5 FOR CORNER VIEW CONNECTION OON WOOD DER SECS PLAN VIEW OF B-"C CORNER REQUIREMENTS NOTES ON UIREMENTS FORPRESSUREE Q TREAD FOUNDATION 6 ON CONCRETE FOUNDATION LUMBER AND FASTENERS. SHEET 6 Or 1 1 POST CAP 1.19" PLASTIC CAP 8 x 1 2" TEK SUNROOM ISOMETRIC #8 x 1" TEK SCREWS 3/8' DIA. HEX HEAD CAP SCREW # / VENT SASH HEIGHT CAP BASE �� 3" ROOF - 6" LONG SCREW SCREWS, EACH SIDE ® TOP, BOTTOM, 1/3rd UP THRU WALL EXPANDER ROOF TIE DOWN ® 4-5/8 ROOF - 8' LONG SCREW & 1/3rd DOWN, BOTH SIDES TEMPERED GLASS INTO "H" SUPPORT WASHER 6 ROOF - 9 LONG SCREW DRILL 7/16" DIA. PROVIDE MIN. (2) LAGS HOLES AS REQUIRED 3", 4-5/8" OR 6" 4AT "H" SUPPORT TO � . #8 xi/2" TEK FOR WIRING HOLE THRU ROOF; ROOF PANEL WALL EXPANDER ' Fxx° tt S SCREWS THROUGH HEADER ARM PANEL LOCATION (SEE NOTES) ; HEADER SUPPORT , MIN. (4) #8 x 1/2" TEK INTO LIP OF SCREWS THROUGH EACH 2-INCH WALL CORNER POST _ ` LEG OF BRACKET INTO EXPANDER; TYP. sob FIXED SASH HEIGHT SCREEN HEIGHT & LIP OF CORNER POST & "H" k ` EXPANDER ® FLOOR MASTER FRAME , SUPPORT TRIM 1-1/2 � Fi MASTER FRAME JAMB SECTION OF E.R. POST JAMB AT ROOF TIE EACH SIDE i. DOWN "H" SUPPORT "H" SUPPORT " MASTER FRAME WIDTH MASTER FRAME WIDTH— OF CORNER ""�' AS SHOWN J�,n W SEE E.R. POST ANCHORAGE POST TYP. BLOCK �_��z" TO FIT INSIDE c °aa DETAIL 20 ON SHEET 11 EXTERIOR SIDE WALL EXPANDER I o W ,°° s ELECTRICAL POST @ GANGING �� �s"r .=� ' ° -Ln oa "A '" GALVANIZED "H" o 7 w � N>°'F REINFORCING rJ ; " AS REQUIRED m " wt a o a PLAN VIEW 2-1/2" ANGLE W 0LaiR HEADER SUPPORT W ° BRACKET GANGING MULLION a W a <N a o FASCIA ° �' NESTED IN o o V) N a (2) #8 x 1/2" TEK SCREWS 4' O.C. MAX., MASTER FRAME HEAD #8 x 1" TEK SCREWS, EXPANDER " > a TYP. TOP & BOTTOM & ® EACH END �; 3/8" (2) ® TOP & BOTTOM, SUPPORTS H a o OR HEADER tD 3", 4-5/8" OR 6" ROOF "'' "�': ; ":`'`'` a MASTER FRAME JAMB NUT & AT 1/3 UP, 1/3 DOWN; TYP. © a Q"' PANEL (3" SHOWN) c� O °� NOTE: WALL EXPANDER TO HOUSE CONNECTION Z #8 x 1/2' TEK SCREWS ® 18 O.0 : '_`"c"': t' ' FASTENING TO WOOD FRAMING OR BRICK VENEER USE: ° zz ,44 a:" CUT OFF LIPS OF i N <s AND TEACH END & ® GANGINGS t . r 1/4" DIA. GALVANIZED LAGS PROVIDING MIN. 1-1/2" z p CORNER POST ABOVE Q� 3 = MASTER FRAME TOP EMBEDMENT INTO STRUCTURAL FRAMING OR INSTALL WOOD ■...� o a PANEL CAP ' ;: ' ;i BLOCKING AND SECURE IT TO STRUCTURAL FRAMING TO w� =z .� PROVIDE PROPER ANCHORING SURFACE FOR 1/4" DIA. LAGS v� c L,;0 #8 x 1/2" TEK SCREWS; :. POST CAP �4J a ti+ EACH SIDE 0 EACH END _ MAX. 6 a N Q OVERHANG #8 x 1/2" TEK CORNER POST FASTENING TO SOLID CONCRETE MASONRY USE: ,1 w 3" FOAM WING WALL SCREWS THROUGH MASTER FRAME JAMB 1/4" DIA. GALVANIZED LAGS WITH SHIELDS z .< ``-i-; ,:' W PROVIDING MIN. 1-1/2" EMBEDMENT. a CL #10 x 2" TEK SCREWS a_, CORNER POST INTO g ° Lj z 0 18" O.C. AND ® EACH (n ROOF TIE DOWN BLOCK A'Q » » <o� rm MASTER FRAME END f': ..•." •: 0 5 l"I SUPPORT CONNECTIONo 3 @ CORNER POST & WALL EXPANDER TOWNom �3 #8 x 1/2" TEK SCREWS ® END _ " W OF "H" CHANNEL INTO EXPANDER _ (HOUSE END) & CONNECTED WITH #8 x 1 TEK SCREWS THROUGH ,:;;. o < W •GC„ 2-1/2" ANGLE BRACKET AT (4) #10 x 3/4 3 SELF DRILLING o =yW=_ '' `'` SCREWS, THROUGH ANGLE BRACKET CORNER POST END. • INTO CORNER POST =W 2=Wim3 ,- ¢ - 2 <W V "H" SUPPORT .62%d - ° =K W Z C�x Z Jp = I < GALVANIZED H REINFORCING 6 H z y _ ' WIDTH o o DO 0 0 \ • oyy�y " ya c� FOR WALLS UP TO 12 PROJECTION; w FULL LENGTH FOR WALLS OVER 12' o o o y s~_ W W CD 2 ,-WO3W ,-C�sWya W PROJECTION (CONTACT P .I. \�G o o ENGINEERING FOR SPECIAL <5� o REQUIREMENTS) �F.P !y Fq o o J (f) ce U- �� o (2) #8 x 1/2" TEK SCREWS IN �� O o AND OUT AT UNIT GANGING �P 2 �q<< \6c�• Q z NHHEAD 3/8" DIA. x 3 1/2" LONG GALVANIZED " qp 0 W W MASTER FRAME LAG BOLTS FOR WOOD DECK & 3/8" DIA. 0 x 3" WEDGE-BOLT WITH "TRI-COAT COATING" IN PRE-DRILLED HOLE USING WEDGE- BOLT cn cj� DRILL BIT; TYP. FOR CONCRETE FOUNDATION W cn sECS FOAL! WING OVER DETAIL AT 7C WOOD & CONCRETE FOUNDATION ANCHORAGE DETAIL AT 7D Q L 5 SLIDING GLASS DOOR B-c CORNER @ CORNER POST & FLOOR EXPANDERS A-B CORNER 5 �H 5 of ; j #8 x 3" TEK SCREW (2)-#8 x 1/2" TEK SCREWS SUNROOM ISOMETRIC ® 16" O.C. & EACH END THRU. ONE SIDE OF EACH (2)-#8 x 1/2" TEK SCREWS OF MASTER FRAME !-BEAM INTO HEADER ARM ® 4' O.C. MAX, TOP & BOTTOM & 0 EACH END (2)-#8 x 1/2" TEK SCREWS ` '- !; + ' 3", 4-5/8" OR 6" ROOF PANEL ® EACH I-BEAM LOCATION; (3" SHOWN) �n TOP & BOTTOM #8 x 1/2" TEK SCREWS, (2) AT EACH -12" OVERH NCss I-BEAM, (1) AT EACH END OF HEADER FASCIA MAX. #8 x 1/2" TEK SCREWS ¢ Y " F �-HEADER ARM STAGGER " ED ® 16 O.C. `:• �, #8 x 1/2 ASCIA TEK SCREWS, {2) AT EACH _ ���'� I-BEAM 1 SILICONE O AT EACH END OF HEADER HEADER SUPPORT SEALANT v `� GALVANIZED "H" REINFORCING �- „ WHEN REQUIRED; CONTACT = #8 x 1/2 TEK SCREWS; „ NOTE: GLV. STEEL TUBE REINFORCING EACH SIDE ® EACH END 6 OVERHANG j �o,�,W FOR HEADER WHEN REQUIRED P.E.I. ENGINEERING MAX. —1 1-1/2" x 2" x 11 GAGE (2) #8 x 1/2" TEK SCREWS IN = GALVANIZED STEEL TUBE o 0 4, AND OUT AT UNIT GANGING �`' a�,La PANEL CAP z T c w> > (CONTACT P.E.I. ENGINEERING DEPT.) AND (1) ® EACH END OF HEADER #8 x 1/2" TEK > Z J o a FIXED LITE WIDTH GLAZING CAP Z SCREWS ® 16" O.C. m z °�a c c� #10 x 1-1/4" TEK SCREWS a W 0 vi 0 MAX. 24" O.C. TEMPERED GLASS V) a � a � a,n�o Z 1/2" x 1" x 1/16" o a En > v�iQa� TRANSOM SILL a VINYL GLAZING STOP ALUMINUM ANGLE MASTER FRAME HEAD ~ _ ``' z c� _ cp VENT SASH WIDTH _ ® o ANCHORING NOTES: w TEMPERED GLASS 3 z vo a d < o cr; �� z AT UNIT GANGINGS ON a CONCRETE FOUNDATION: � „ „ L� n " „ , , „ Z W W Z = (2) 3/8 DIA. x 3 WEDGE-BOLT WITH 1/2 x 1 x 1/16 ATTACH H WITH #8 x 1/2 3 °_ ®� 3 =° "TRI-COAT COATING" IN PRE-DRILLED HOLE F W ALUMINUM ANGLE TEK SCREWS THROUGH EA. N 11�`f' =a USING WEDGE-BOLT DRILL BIT; TYP. = N SIDE OF EXPANDER AT HOUSE V) m o o a GLAZING CAP AND WITH 2 3/8" ANGLE g d�z`' ``'W FLOOR EXPANDER TO CONCRETE FOUNDATION: _ BRACKET AT A-B OR B-C o w A. °cli o 1/4" x 1-1/4" LONG ZAMAC NAILIN #10 x 2" TEK SCREW CORNERS & (4) #8 x 1" x w r-� o 0 18" O.C. AND ® EACH TEK SCREWS; SEE DETAIL d ANCHORS ® 18" O.C. ALONG FLOOR EXPANDER TEMPERED GLASS ° (7A; 8/5) ON SHEET 5 OF 11 = MASTER FRAME END (i,,W dOW MASTER FRAME SILL Z GALVANIZED STEEL 0 "H" SUPPORT f �oaWom_; (2 #) " $ x TEK 1/2 ~ Co.W N U ,ii Z V'°C SCREEN WIDTH #8 x 1/2" TEK SCREWS® 9" O.C.; AT DOOR SILLS, TYP. SCREWS IN AND OUT �:gi � AND MIN. (2) IN AND OUT AT UNIT GANGING 4J ' AND EACH END = ¢� EXPANDER EACH GANGING =��W ==am3 ® FLOOR a n W ° MASTER FRAME HEAD < '^==W= d=���= SLOPE GRADE AWAY 8 a GALVANIZED "H" REINFORCING: ,, ° °S�?<° ION n O O W y,°=FROM FOUNDAT l Z ;WW MIN. NOMINAL MIN. 6 FT. LENGTH OF GLV. H N BMW MIN. " REINFORCING REQUIRED IN ALL "H" o =oa N� 4 CONCRETE o y�� W���Wa NOTE: LIP OF FLOOR EXPANDER I 1 MIN. 4" :v SLAB SUPPORTS UP TO 12 FT. IN FLUSH WITH EDGE OF CONCSLAB I a a a LENGTH ON A AND C-WALLS o I � FOR SHED ROOMS, OR B-WALL TEMPERED GLASS J a FOR GABLE ROOMS. LONGER "H" (2) 3/8" DIA. x 3" WEDGE-BOLT ° Q Q J " i MIN. SUPPORT LENGTHS REQUIRE FULL WITH TRI-COAT COATING IN �, a 47 LENGTH "H" REINFORCING PRE-DRILLED HOLE USING a a 45 Z WEDGE-BOLT DRILL BIT; TYP. AT • NEW OR MODIFIED EXISTING SLAB EACH GANGING AND AT CORNER t MIN. 3-1/2" THICK sEc4 GLASS WING OVER W LiJ 4 z MIN. 8" TO 12" I MIN. 3000 PSI CONCRETE SLIDING GLASS DOOR Q --I CONCRETE PERIMETER i— Q� � TRENCH FOOTING sEC� TRANSOM OVER SLIDING GLASS DOOR u� 4 Q ON CONCRETE SLAB SHEET a- of 11 SUNROOM ISOMETRIC (2)-#8 x 1/2" TEK SCREWS #8 x 3" TEK SCREW ® EACH I-BEAM LOCATION; 16" O.C. & EACH END TOP & BOTTOM OF MASTER FRAME 3", 4-5/8" OR 6" ROOF PANEL , 1 #10 X 2" TEK SCREW ® 18" O.C. AND SILICONE SEALANT, TYP. :>.:• ':>; `:,':' (3" SHOWN) t r` ® EACH END OF MASTER FRAME _ `s.a ft (2) OVERHAN -#8 x 1/2" TEK SCREWS SILICONE 2" '. SEALANT; TYP. U THRU ONE SIDE OF EACH I BEAM MAX. INTO HEADER ARM - HEADER ARM HEADER SUPPORT (WITH STEEL TUBE) Y.•y AAX. ^.r„.r -� „ 2 8 x 1/2" TEK SCREWS IN i #8 x 1/2 TEK SCREWS, (2) AT EACH NOTE: GLV. STEEL TUBE REINFORCING { ) # p AND OUT AT UNIT GANGING / I-BEAM, (1) AT EACH END OF HEADER FOR HEADER WHEN REQUIRED; AND (1) C� EACH END OF HEADER = M o a°}Lj FASCIA) ( 8 x 1/2" TEK SCREWS, 1-1/2" x 2" x 11 GAGE w ° � W°o 0 (2) AT EACH I-BEAM, GALVANIZED STEEL TUBE FIXED LITE WIDTH n ° o>ow Q c� I N � �jms (1) AT EACH END OF HEADER (CONTACT P.E.I. ENGINEERING DEPT.) U- > o z ° it o< SILICONE „ „ TEMPERED GLASS } - °z TYP. GALVANIZED H REINFORCING m " °m<c° SEALANT; 0 z Q W a in w WHEN REQUIRED; SEE P.E.I. #10 x 1-1/4 TEK SCREWS TRANSOM SILL w o 0 c m a ENGINEERING W NOTE: GLV. STEEL TUBE ® MAX. 24" O.C. MASTER FRAME HEAD Z < ~ < � a`"a o REINFORCING FOR O #10 x 1-1/4" TEK SCREWS o o v`'i > v~i<a ti MAX. 24" O.C. ~ HEADER WHEN REQUIRED; z VENT SASH WIDTH a n° 1-1/2" x 2" x ``' MASTER FRAME HEAD ® 1 0 0 11 GAGE STEEL TUBE x SCREEN WIDTH TEMPERED GLASS � u � (CONTACT P.E.I. = z ° ENGINEERING DEPT.) p BUILDING CODE �- w z za= z #8 x 1/2" TEK ANCHORING NOTES: _ �� 3 JO REQUIREMENTS FOR c? WIND AND/OR SNOW ' ' 45. 9 w =a SCREW EACH SIDE -AT UNIT GANGINGS ON WOOD DECK: / = J w z AT CORNER POST >, LOADING CAN REDUCE ©v 0 (2)- 3/8 DIA. x 3-1/2" LONG GALVANIZED MAX. DIMENSIONS OF o �W ``' U- LAGS W/ WASHERS DOOR & WINDOW Z °a N -FLOOR EXPANDER TO WOOD DECK: a UNITS, & OVERALL w LELAND INDUSTRIES GP FASTENERS; 10 x 2-INCH ENCLOSURE DIMENSIONS. 3 a a „ # N FOR CONSULT LIMITA 1 NSENGINEERING J W EE . LONG SCREWS WITH DT-1700 COATING; STAGGER s BUILDING CODE SCREWS 0 18 O.C. ALONG FLOOR EXPANDERS, TYP, p G o „-.t W REQUIREMENTS FOR w KNEEWALL la1 MAX. GLASS WIND AND/OR SNOW W WIDTH 6'-WIDE (SINGLE LOADING CAN REDUCE MASTER FRAME SILL PANEL) & 8'-WIDE (FOR MAX. DIMENSIONS OF MASTER FRAME SILL TWO PANEL) DOOR & WINDOW FOR AAS ENCLOSURE W LSt�Or� <�W tOa.�iS UNITS, & OVERALL ENCLOSURE DIMENSIONS. "H" SUPPORT GLASS KNEEWALL HEAD }= W W W m MAX. GLASS KNEEWALL CONSULT P.E.I. WIDTH 6'-WIDE (SINGLE ENGINEERING #8 x 1/2 TEK SCREWS ) FOR LIMITATIONS. _ " TEMPERED GLASS PANEL & 7'-6"-WIDE w 3 ff a o s >o H N ZYV>>N c� ,:`''.:� ® 18 O.C.; EACH SIDE (FOR TWO PANEL) _ �_ =per w (2) @ EACH END OF "H" SUPPORT FOR CA5 ENCLOSURE N `� MAX. FOAM KNEEWALL WIDTH 8'-WIDE 3" NOMINAL THICKNESS FOAM KNEEWALL 3 FOR AAS ENCLOSURE a , ':;"' VINYL GLAZING STOP 3 EXPANDER ® FLOOR SEE ANCHORING NOTES w J MAX. FOAM KNEEWALL L' :''`c" FIXED LITE WIDTH >, Z Q Q J `"' `': /:0#8 x 1/2" TEK SCREWS #8 x 1/2" TEK SCREWS Y WIDTH 7'-6"-WIDE z ?`,_:;:;;' , .,:. „ FLOOR EXPANDER Q FOR CAS ENCLOSURE Y 18 O.C.; EACH SIDE; ® 18 O.C.; EACH SIDE; r' (2) ® EACH GANGING LIP OF EXPANDER (2) ® EACH GANGING ALUM. FLASHING (EXTEND 1/2" BEYOND W z LJ 3/4" PLYWOOD OR OSS SU13FLOOR DECK FOR WOOD DECKS) 3/4" PLYWOOD OR OS8 SUBFLOOR W LIP OF EXPANDER z [� (EXTEND 1/2" BEYOND FLOOR JOISTS _/ DECK FOR WOOD DECKS) ALUM. FLASHING FLOOR JOISTS JOIST HANGER DBL. HEADER cn � DBL. HEADER SEE ANCHORING NOTES JOIST HANGER U • _ SEE GENERAL NOTES ON SHEET 1 FOR Q SEC1 WINDOW OVER FOAM REQUIREMENTS FOR PRESSURE TREATED SEC2 TRANSOM OVER WINDOW OVER � Q LUMBER AND FASTENERS. 3 KNEEWALL ON WOOD DECK 3 GLASS KNEEWALL ON WOOD DECK SHEET 3 OF 11 SUNROOM ISOMETRIC ./ /EXISTING STRUCTURE A.-�-YY � � rt^'•, �" �1 �` k `'- ,�„ C� .--� t r,..,•'"� ...t `mot'` °���..� R.. .-, yr, r'" iu-l• �'�-+' � �'y,.. AAS SUNROOM ENCLOSURE 14 J 7Z U p 24 O ' Y o E.R. POST GANGING Z z ? ;''• MULLION o cn ul NOTE: DOOR & WINDOW DIRECTION Ell 2 W AND LOCATION ILLUSTRATIVE ONLY. O m z 2 s W Lj (ALL UNITS MAY VARY) W 1e s M ao}LLJ U O 10 10 0 0 �. N p N y/ ^ W p G p z z EC GANGING 6 E.R. POST O CD i �/ y m 0 0 6 MULLION 5 Z Z // // z 0 �.- o w> > O ^v�-c > o z N e*. // m Z QWpy N N SLIDING WINDOW SLIDING WINDOW SLIDING DOOR w °- a o v w ��^aO - -- y // / o o 0 > viQa� SLIDING SCREEN SLIDING SCREEN SLIDING SCREEN 0 Z VARIES GLASS KNEEWALL (MAX. 6' WIDE �' �/ 17a ® 0. °u') FOR SINGLE PANELS, BEYOND 6' 9 cj O o 0 B TO MAX. 8' REQUIRES TWO UNIT z v GLASS KNEEWALLS) 8' MAX. FOAM KNEEWALL cri w z— Z WIDTH TYP. FOR SINGLE o= =o SLOPE AND GABLE ROOF ENCLOSURESo w =a PLAN VIEW OF SINGLE SLOPE ROOF ENCLOSURE ISO VIEW OF GABLE ROOF ENCLOSURE pz o Wz w ul NOTE• N Q BUILDING CODE REQUIREMENTS FOR WIND AND/OR SNOW LOADING CAN REDUCE z MAXIMUM DIMENSIONS OF DOOR & WINDOW UNITS & OVERALL ENCLOSURE d DIMENSIONS. CONSULT P.E.I. ENGINEERING FOR LIMITATIONS. o ° 4 W "&/2 MIN. ROOF PITCH 5.5 5 _ 3", 4-5/8 OR 6" ROOF �+a o W -- -- PANEL (3" SHOWN) o <W 3" ALUM. CLAD FOAM GLASS TRANSOA(-` ' 4-5/8" OR 6" ALUMINUM_ BOTTOM OF PANEL WING PANEL TEMPERED GLASS -- O APPROX. 3'-0" -_MOUNTING 3" ALUM. CLAD FOAM WING PANEL SLIDING WINDOW WING PANEL x v S UDING DOOR / GLASS ROOF PANEL-----*"- GLASS WING PANEL W c z m TEMPERED GLASS ------- ....------ —.._._.�- ---------- DOOR UNITS / - R 6 ROOF PANEL --- TRANSOM TEMPERED DOOR UNITS i/ °�z a W W m= / ;' :• '---- MIN. HEIGHT 8" 3", 4 5/8" 0 (3" SHOWN) ----_ -— MAX. HEIGHT 24" �wf A"IU"MN - _ FOR AAS ENCLOSURE BEAM ---- MAX. WIDTH 7'-6" Z/ FOR CA5 ENCLOSURE a.' MAX. WINDOW------ / / /� %' -----. HANG �'z~ z x�, z W m° °o HEIGHT :ti / .- POINT MAX. L / W 3 w «-a=W N a j 7.-O" ---DOOR HEIGHT DOOR HEIGHT ' /? MAX. KNEEWALL -- _._HEIGHT / HEIGHT 3' - • :•••= ' T-0" (FOAM OR GLASS OST—~ �- )'� MAX. e POST �y ' J 24 I'-- DOOR --j FOAM KNEEWALL GLASS KNEEWALL (MAX. 6' I / �- Q 1 1 WIDTH I S C 21 SEC2 20 SEC3 ' MAX. 8' WIDE) WIDE FOR SINGLE PANELS, r,' e'-o" ( 25 z — L —— — — — — — — — _ — — J 3 1 1 3 1 1 4 — — J BEYOND 6' TO MAX. 8' REQUIRES 11 Q W W L — — — — — — — — — — — — TWO UNIT GLASS KNEEWALLS) L — — _ _ _ _ _ — — — J I SEE ROOF IS ANACH CHARTS DIMENSION VARIES DIMENSION VARIES Z Q CD SEE ROOF SPAN CHARTS Q — A A - WALL ELEVATION g g - MALI_ ELEVATION C C - WALL ELEVATION w Cn 2 AAS SUNROOM ENCLOSURE 2 AAS SUNR00�1 ENCLOSURE 2 AAS SUNRO0M1 ENCLOSURE Q SHEET 2 OF A MAXIMUM OF (2) GLASS ROOF PANELS (GRP'S) SUNROOM ISOMETRIC MAY BE LOCATED IN EACH FOAM ROOF PANEL GRP'S MUST BE LOCATED A MINIMUM OF 6—INCHES / AND A MAXIMUM OF 24—INCHES FROM EITHER �P� 16 THE HEADER AT THE BEARING WALL OR THE HANGER AT THE RIDGE �p �'�' I I 15 $ e \� c,° � f GENERAL NOTES -0 zt� TT STANDARD DETAILS CONTAIN GENERAL INFORMATION NOT SPECIFIC 6 III SEC5 0 0 a a TO ANY INDIVIDUAL PROJECT rJ 1 � z000 n QOOi� P.E.I. ENGINEERING MAY CHANGE THE CONTENTS OF a z o Z N N o w>w THESE STANDARD DETAILS AT ANY TIME. PLEASE ���� •• ^'' CONTACT P.E.I. FOR THE MOST RECENT VERSION. r`'`.': ''% OESUNROOMS ATTACHED TO EXISTNGAIRESIDENTIAL LIMITED Z // SEC4 :. "}'= ;;'`. m C3 Q a c z HOMES ONLY. FREE STANDING SUNROOMS ARE NOT // 1 1 4 "``"==` "=> '.." 13 z CONSIDERED. " a: ; Z O <w - ENGINEER'S STAMP DOES NOT IMPLY APPROVAL OF // fi , ;r n~ H Q ~ a N Z c a 0 �.','r.r•�, ;�`i r'.,'mac: K' ~ w Q U W Fa-Vf O CONSTRUCTION PRACTICES OR o a vl > rn a PROCEDURES, AND DOES NOT IMPLY SUITABILITY FOR SPECIFIC PROJECTS. SPLICING OF HEADER EXTRUSION - BUILDING CODE REQUIREMENTS FOR WIND AND SNOW REQUIRES PEI ENGINEERING ANALYSIS '?" Z DOOR IN ND WINDOWCUNI S, IN CREASE THIENNUMBER i // ® a Q p t, O tD ND/OR SIZE OF FASTENERS, AND AFFECT OVERALL 5 �; c °� ENCLOSURE DIMENSIONS. CONSULT P.E.I. ENGINEERING FOR LIMITATIONS. / Z O - P.E.I. PRODUCT STRUCTURAL COMPONENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT P.E.I. // -10 ENGINEERING DATA. // 7 $ ■O� O Q ALL WOOD IN DIRECT CONTACT WITH CONCRETE MUST =— BE EPA APPROVED PRESERVATIVE TREATED PER // / 22 y .�..�0 W O CODE, AND DESIGNATED AS "GROUND CONTACT". G - ALL STEEL REINFORCING AND STRUCTURAL MEMBERS S S 8 Z 1 1 1 // l vW w W SHALL BE GALVANIZED. I a O U ALL CONNECTIONS TO EXISTING HOUSE SHALL BE ''' 1 1 DONE IN ACCORDANCE WITH SOUND CONSTRUCTION DcCL, :: // q // SEG9 w ^< PRACTICES. PARTICULAR ATTENTION MUST BE GIVEN G ``\\ "!! '• .; ;. TO ENSURE A PROPER LOAD PATH FROM THE FO v v Z SUNROOM TO THE EXISTING HOUSE FRAMING AND TO THE SUNROOM FOUNDATION. o - ALL WOOD MEMBER CONNECTIONS SHALL BE RIGID A 10A1 A' / o vi AND SECURE, OR SIMPSON STRONG-TIE OR 7D ' / EQUIVALENT WHERE APPLICABLE, AND ARE SUBJECT /�` / U Id TO LOCAL BUILDING DEPARTMENT REVIEW AND 5 a=o <1` c APPROVAL / : . o�omWZ oom�R,q�`0 / // - WHEN USING EPA APPROVED PRESERVATIVE TREATED G ' = LUMBER IN CONTACT WITH ALUMINUM, FIRST ISOLATE / •, ,P' , a =c H ci_=w= FOLLOWING:FROM ALUMINUM WITH EITHER OF THE / • . A W H_ _=m co FOLLOWING: 15 LB. ROOF FELT, OR W.R. GRACE / � OF ALL" DECK PROTECTOR PRIOR TO INSTALLATION /v // c s a" s c L OF ALUMINUM. ALL FASTENERS IN DIRECT CONTACT r _ WITH PRESERVATIVE TREATED WOOD SHALL BE 2 O F e < .e °m it>o W W W¢ _ HOT-DIPPED GALVANIZED PER ASTM A153, OR OTHER 1 1 c m APPROVED PROTECTIVE COATING. TRIM COIL TO BE a m c w •.a mo ATTACHED TO ISOLATED WOOD POST USING .. .Q`. yZZXGJ dZ�U�Z STAINLESS STEEL TRIM NAILS. • 4 0 W= c 3 CL. - LAGS INTO DECKS MUST PENETRATE CENTER OF ,,,y 7C ea. N°: °moo° HEADER OR JOIST BOARD, OR PROVIDE SOLID ' 4 BLOCKING FOR LAG EMBEDMENT. < o? CONCRETE ANCHORS SHALL BE INSTALLED PER a': 5 =_�. MANUFACTURER'S RECOMMENDATIONS. W o - ALL WINDOWS, DOORS, AND GLASS WING PANELS OPTIONAL DECK & POST ON SHALL BE TEMPERED INSULATED GLASS. ROOF PANELS ARE TEMPERED INSULATED GLASS OR CONCRETE PIER FOOTINGS ANNEALED INSULATED LAMINATED GLASS IF HEIGHT (SIZED AS REQUIRED; (n ABOVE GRADE EQUALS 12 FT. OR MORE. ALL NON-STRUCTURAL ASPECTS DESIGN ARE MIN 3000 PSI CONCRETE) TYPICAL PERIMETER CONCRETE TRENCH FOOTING —J SUBJECT TO LOCAL BUILDING DEPAA .RTMENT REVIEW �— AND APPROVAL. MIN. 8" TO 12" WIDTH x DEPTH PER LOCAL Q - SOIL CONDITIONS AND FOUNDATIONS ARE NOT FLARED AT BOTTOM WHEN REQUIRED INCLUDED AND ARE OUTSIDE THE SCOPE Of CODE, TYPICAL (MIN. 3000 PSI CONCRETE) z STANDARD DETAILS. Q f - P.E.I. PERSONNEL, OR LOCAL BUILDING INSPECTOR, LLJ LJJ OR BOTH, SHALL INSPECT THE JOB SITE PRIOR TO START OF CONSTRUCTION TO INSURE ADEQUACY OF EXISTING SITE CONDITIONS, INCLUDING EXISTING AAS STRUCTURE(S) O BE ATTACHED IN Q REGISTERED PROFESSIONAL STAMPING THESE r STANDARD DETAILS CANNOT BE RESPONSIBLE FOR � v SOIL BEARING ANALYSIS OR ADEQUACY OF EXISTING SUNROOM STRUCTURES, W RE OR PROPOSED WORK PERFORMED OR / r1 Q COORDINATED BY OWNER. l/ J SHEET 1 OF 1 1 3" ALUM. U.AO FOAM WIW6 PAWL 1 10 �i 0P ij i 0.6. I EXI9tIWG i - EXI9tIW6 f9MPE2E0 10ULAW I 6LA66 t2AJ60M UWit I I tEMPE2E0 IWSULAW �: I 6LA66 UWItS W16W W6 I EXI9tIW6 0EU! L 14' L 14' L A-WALL 94VAfA 6-WALL ELEVATIOQ SNEEt 2 OF 2 DRAWN THIS DRAWING IS THE PROPERTY OF PATIO VIJ6 dt�� 2. t J. K02ZA p 35 LIQ6h 50 20. ENCLOSURES, INC. ALL RIGHTS RESERVED. DATE ENCLOSURES, INC. ® WEST NATFIELO, MA. 01089 DUPLICATION OF THIS DRAWING IN ANY FORM IS 04-16-08 413-241-5445 NOT PERMITTED WITHOUT THE EXPRESSED SCALE 30 SEBETHE DR. WRITTEN CONSENT OF PATIO ENCLOSURES, INC. „ CROMWELL, CT 06416 JOB NO. I/4 11-011 (80635-0706 36516 f�,,=----------------- --------- ------ --- ------------------- -------- -------- ------------ ----� 3' x3' tEMP. DOUBLE-PAAIE --' -. —IOLILAfEO 6LA66 200E PAWEL GYP. 5 PLACES - --" - 6" ALUM. U.AO FOAM 200E fOMPE2E0 1W6LJLAtE0 L I I 10 ii / 00 A// 1 I 6LA65 t2AW90M UWIt l I I I ] %MPROO IW9ULAtE0 I i I 6LA96 Uult9 W/662EE0 6-all j I L EX15tlW6 DECK �. 90, B-V/AIL 5I 5VATIN 9NEEt I OP 2 mo'rO: DRAWN 1. COMPOU-VIEW 05) 200M; WNItE IM COLO2. THIS DRAWING IS THE PROPERTY OF PATIO V0 0000 dt�� 2. t J. ICO2ZA Z. COW4t2UCt EUUA9U2E OU EX19tIU6 DECK. P 35 l.lf`6990 20. S. WO NEAt, PLUMBIW6 Of ELECt2ICAL BY P.E.I. ENCLOSURES, INC. ALL RIGHTS RESERVED. DATE ENCLOSURES, INC. ® W56f HATFIELD, MA. 01099 4. 00WW6P0Ut6 to 62A0E; LE4E24 10 OCAIW WArgC AWAY DUPLICATION OF THIS DRAWING IN ANY FORM IS O4-16-08 P20M POUWOAt100; LOCAfIOW6 to BE 0EtE2MIUE0. NOT PERMITTED WITHOUT THE EXPRESSED SCALE 30 SEBETHE DR. 413-241-5445 WRITTEN CONSENT OF PATIO ENCLOSURES, INC. CROMWELL, CT 06416 JOB NO. 1/4„ -- 11-011 (80635-0706 36516 �" Shed Roof EENCL'OSUBES, I �. Span Charts 720 East Highland Road Macedonia,Ohio 44056 www.pa ticenclosuresinc.com Case i — Ground Snow Load or Wind Load General Notes • This chart is in accordance with installation procedures established by Patio Enclosures, Inc. and is for general reference. See individual job submittal for specific job conditions. • 50 year mean recurrence interval used for both wind and snow loads based on ASCE 7-02. • Importance Factor of 1.0 assumed. • 0120 roof deflection limit used per IBC/IRC 2003 Tables 1604.3(h)and R301.7(c). • PEI Super Foam aluminum clad roof system with single I- beams. • Where Glass Roof Panels (GRPs)are specified, use of this chart is limited to one GRP in every other panel. The maximum edge distance of the GRP from the header or i I hanger is 2 feet. • 12-inch maximum roof overhang on bearing wall. 6-inch maximum roof overhang on non-bearing wall. • 1/2:12 minimum roof slope. I�4�` OVERHANG i Select lesser of allowable spans for both snow and wind as shown below Snow Load Roof Span Chart Wind Load Roof Span Chart Ground Allowable Span Wind Speed Allowable Span Snow (mph) Load(psf) No GRP With GRP I No GRP With GRP 20 1 20'—0" 20'—0" 85 20'—0" 20'—0" 25 20'—0" 20'—0" 90 20'—0" 20'—0" 30 20'—0" 20'—0" 95 20'—0" 20'—0" 35 20'—0" 19'—6" 100 20'—0" 20'—0" 40 19'-3 17'—9" 105 20'—0" 20'—0" 45 18'—3" 16'—6" 110 20'—0" 20'—0" 50 17'—3" 15'—3" 115 20'—0" 19'—0" 55 16'—6" 14'—6" 120 19,-9" 18,-0" 60 15'-9" 13'-9" 125 18'-9" 16'-9" 65 15'—3" 13'—0" 130 18'—0" 15'—9" 70 14'-9" 12'-6" 135 17'-3" 14'-9" 75 14'—3" 12'—0" 140 16'—6" 14'—0" 80 13'—9" 11'—6" Wind Assumptions 85 13'—6" 11'—3" Exposure"8",3-second Gust used per ASCE 7& Snow Assumptions IRC 2003. • Case I applicable to basic snow load cnly. • Mean roof height less than 30 feet. For other conditions,see Case II or III. • Maximum permissible roof slope for use of this shed rcof wind chart is 2:12. 7�ev. 12i21'03 ©2003 Patio Enclosures, Inc. All rights reserved. OCT. 19. 200b 8, 16AM 330-467-4297 NO.'806f�, P 1 MANUFACTURERS OF PATIO&PORCH ENCLOSURES Iry �Mw SOLARIUMS•.GREENHOUSES �'( �� CUSTOM BLINDS B�SHAD&S FINE CASUAL FURNITURE 720 EAST MGHI.AND ROAD MACEDONIA,OHIO 44456 PHONE:(330)468-0700 FAX(330)467-4297 Cam, location of PEI Roof Svatem The following 18 pages contain allowable span data for the Patio Enclosures"Super Foam"sunroom roof system The charts are specific to Patio Enclosures products,and cannot be used to determine the allowable span of any other roof system. Parameters: • The charts address the 3",4-5/8"and 6"thick PEI"Super Foam"roof system for shed and gable roof sunrooms. • Two cases are presented for each roof thickness: A. "Super Foam"roof systems without glass roof panels. B. "Super Foam"roof systems with one glass roof panel in every other panel. • A licensed Professional Engineer(P.E.)registered in the jurisdiction where the project will be installed has certified the information contained within these charts. • Applied loads are determined for three snow load cases, per ASCE 7-02: I. Ground snow only H. Ground snow+drifting snow III. Ground snow+sliding snow • Wind loads calculated per ASCE 7-02,Exposure"B". • Total roof deflection limited to L1120 per latest ICC Code Requirements. • Use of the charts is restrict by the limitations listed in the general notes on each sheet. I hereby certify the following: 1. I am in responsible charge concerning the information contained herein. 2. The information contained herein is true and correct,to the best of my knowledge and ability. 3. I am qualified to prepare the information contained herein,based on my education WW experience. 4. I am an actively registered professional engineer in the state(s)having jurisdiction over the application of the information contained herein,to which I affix my seal. Name: Karl A. Rinas Date: October 19.2006 KAMA nn+�s ,5-r�wj vj+� fffe'7 "r-T <�ZL 115 bf n 5e ed Iti9� b� as _ tt 2c� ages ja s1kH�s SPRINGFIELD,MA (413)733-9898 HARTFORD (860)293-0722 BRIDGEPORT (203)330-0070 CROMWELL (860)635-0706 NEVI HAVEN TOLL FREE (888)927-1966 ' (203)773-1477 i FAX ENC�QSURES, INC. NEW LONDON (860)405-1808 ' (860)635-0708 ® WATERBURI' (203)574-3160 ; AN EMPLOYEE OWNED COMPANY j CT Registration#00557701 30 SEBETHE DRIVE MA Registration 4117565 CROMWELL,CONNECTICUT 06416 HOME IMPROVEMENT CONTRACT Date: 20 PAGE#2: Seller agrees to furnish labor and materials at Buyer's request, and for the contract amount, to complete the work described above,subject to the terms and conditions which appear on both Page I &Page 2 and on the REVERSE sides of this contract. Work to start approximately i f weeks from the date of this contract and to be completed approximately'"* weeks after commencement if not delayed by building permit, delivery of materials, weather, strikes, fires, or other conditions i beyond Seller's control. The completion date is not of the essence. j Buyer represents and warrants that legal title to the property,which is to be improved,is in the following owner(s): I• 2. NOTICES 1. Seller and/or all subcontractors, if any, who perform on this contract, and who are not paid,may have a claim against you which may be enforced against the property being improved in accordance with the applicable lien laws. The contractor and the homeowner hereby mutually agree,in advance,that in the event the contractor has a dispute concerning this contract,the contractor may submit such dispute to a private arbitration service which has been approved by the Secretary of the Executive Office of Consumer Affairs and Business Regulations and the consumer shall be required to.,submit to such arbitration as provided in MGLC. 142A. f Contractor Owner NOTICE: The signatures of the parties above apply ONLY to the agreement of the parties to alternative dispute settlement initiated by the contractor. The owner may initiate alternative dispute resolution even where this section is not separately signed by the parties. 3 WHERE REQUIRED HOMEOWNER TO GET PERMIT. Source of Sale: i Contract Price THE DOWN PAYMENT IS AND SHALL BE A 4 NONREFUNDABLE DEPOSIT AFTER THE LEGAL Down Payment s $ CANCELLATION PERIOD HAS EXPIRED. 4 $ C71' = THIS CONTRACT CONSTITUTES THE ENTIRE L? UNDERSTANDING OF THE PARTIES. Balance Due Upon Installation $ You may cancel this agreement if it has been signed by a party thereto at a place other than an address of the seller, which may be his main office or branch thereof,provided you notify the seller in writing at his main office or branch by ordinary mail posted,by telegram sent or by delivery,not later than midnight of the third business day following the signing of this agreement. See the attached Notice of Cancellation for an explanation of this right. Customer acknowledges receipt of a copy of this contract,product warranty and duplicate notices of cancellation. DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACES Date Down Payment Received: ~¢ (Customer Signature) By: (Signature of PEI-:Representative) (Customer Signature) Subject to the terms and conditions which appear on both Page 1 &Page 2 and REVERSE sides of this contract. :_ENCLOSURES. INC. MANUFACTURERS OF PATIO & PORCH ENCLOSURES ® SOLARIUMS • CUSTOM BLINDS & SHADES (/ 3(oAN EMPLOYEE OWNED COMPANY J www.patoencIcsuresinc.ccm 30 SEBETHE DRIVE CROMWELL,CONNECTICUT 06416` (860) 635-0706 - FAX (860) 635-0708 - 1-888-927-1966 HARTFORD (860) 293-0722•SPRINGFIELD (413) 733-9898 WATERBURY (203)574-3160 -BRIDGEPORT(203)330-0070 =` NEW LONDON (860) 405-1808 •NEW HAVEN(203) 773-1477 i -2100 Date To Whom It May Concern: I hereby authorize/j, b1�0,4444 of Patio Enclosures, Inc. to apply for the building permit, if required, for construction of a sunroom at the address listed below. f Lee hg*^A 6 f711,7-4 Homeowner Homeowner Address Information to be orovided by Sales Reoresentative at Contract: ('Circle Orel Plot Plan: Included ail Unavailable Existing Foundation: N/A ermine No Permit Fresh Water: ) ici l�,v�•-E Sanitary System: epti ' Sewers"" - R.E. & Pers. Property Taxes: a� Floor plan required if second story application. i • i PATIENC-09 BU ACORD,,, CERTIFICATE aF LIABILITY INSURANCE DA1 3/2DDIYYYY) 7/3/2007 PRODUCER (216)622-7400 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION The James B. Oswald Company ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 1360 East 9th Street,#600 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Cleveland,OH 44114-1730 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC## INSURED Patio Enclosures,Inc. INSURER A:Travelers Prop Gas Co of America 25674 ALL LOCATIONS INSURER B:Charter Oak Fire ins Co 5615 Macedonia, 700 East Highland INSURER c:NaYi Union Fire Ins Co of Pittsburgh PA ,O OH H 440556 6 INSURER D: INSURER E: COVERAGES 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_AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS GENERAL LIABILITY EACH OCCURRENCE S 1,000,( A X c RO11LGtxERaLLIABtLrrY G660291DO360 7/5/2007 7/512008 PREMISES occurerrce $ 500,( CLAIMS MADE UK OCCUR MED EXP(Any one person) S 10,( PERSONAL&ADV INJURY S 1,000,( GENERAL AGGREGATE $ 2,000,E GEN1 AGGREGATE LIMIT APPLIES PER PRODUCTS-COMPlOP AGG 5 2,000,0 POLICY X PROT- LOC AUTOMOBILE LIABILITY B X ANY AUTO GJCAP291 D0359 7/5/2007 715/2008 (�den SINGLE '� s 1,000,0 ALL OWNED AUTOS BODILY INJURY S SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY S NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE S (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT S ANYALITO OTHER THAN EA ACC S AUTO ONLY. AGG S EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE S 5,000,0 C X OCCUR F-]cLms MADE BE2963369 715/2007 71512008 AGGREGATE S 5,000,0 s J DEDUCTIBLE s 1 X RETENTION $ 10,000 S WORKERS COMPENSATION AND TORY TLM If�TS ER LIABILITY A �LO� ANY PROPRIETORIPARTNEWECECUTIVE GC2JUB9123B60907 7/5/2007 715/2008 E.L EACH ACCIDENT s 1,000,0 OFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE S 1,000,0' Hyes describe raider SPl AL PROVISIONS below EL DISEASE-POLICY LIMIT S 1,000,01 OTHER I I I DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATIC DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT.BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001/08) ©ACORD CORPORATION 1988 HOME OWNER EXEMPTION ACKNOWLEDGEMENT The State of Massachusetts allows the homeowner the right under 780CMR 108.3.4 to act as his/her construction supervisor. The state defines "Homeowner" as, "Person(s) who owns a parcel on which he/she resides or intends 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 home owner." The building department for the City of Northampton wants person(s)who seek to use the home owner exemption, to act as their own construction supervisor, to be aware that by doing so you become responsible for compliance with state building codes and regulations. The inspection process requires that the building department be called to inspect work at various stages, which include foundation/footings (before backfill sonotube holes (before hour) a rough building inspection (before work is concealed) insulation inspection (if required) and a final building inspection. The building department requires these inspections before the work is concealed, failure to secure these inspections can result in failure to obtain a certificate of occupancv until the work can be insaected. If the homeowner hires other trades to perform work(electrical, plumbing& gas) the homeowner will be responsible to make sure that the trades hired secure their proper permits in conjunction to the building permit issued, and that they get their required inspections. i aiiure of the individual trades to secure the permits and iynsnartinnc ac required can DELAY the project until such time as the proper permits and inspections are made I, understand the above. (Home owner/resident's signature requesting exemption) I will call to schedule all required building inspections necessary for the building permit issued to me. Date Address of work location { _ 1 The Cominonwea%th 01 llcssachusem — —: Department of IndustrialAccidents — O_ice of lnvesti;atio3ts _ 600 T ashington Street _ — Boston, 1Y1_a 02111 nww.mass.o ov/dia Workers" Compensation Insurance A IdaN it: Builders/Contractors/EIectricians,'Plu:r_bers A>;plicant information Please Print Legibly �r?i'21e (BusnessiOrganizat oruZndividuaI'J: 4 a Address: 3c> Ste' fk- Cic c* Loe_ll C-1 c71z City/Statz'Zip: C emu/1 C- 06�'ItPhone�=- ) —<?'oc Are you an employer?Check the appropriate box: Type of project(required): 1. I am a employer with ❑ am t 4. I a a general contractor and I � employees (full and/or port-time). * have hired the sub-contractors 6• F7 tiew cons -uction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. Demolition working for me in an employees and have workers' Y capacity. 9. ❑Building addition [No workers' comp. insurance comp. insurance. required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I I.❑Plumbing repairs or additions myself. [_o workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required_] ' c. 1f1, §1(4), and we have no employees. [No workers' 13.7 Other 5L)0,CCX�,,--c comp.insurance required.] `Any applicant that checks box=1 must aiso fill out the section below showing:heir workers'compensation policy information. Homeowners who subnvt this affidavit indicating they are doing all work and then hire outside contractors must subrri,a new affidavit indicatns such. �Contrctors that check this box must attached an additional sheet shcwins the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have ernplovees,they must provide their workers'comp.policy number. lam an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. N IT�11ranCe(�hrnnan�t�'au:• �\ �•Q�"2('s Policy 1 or Se-if-ins.Lic. n: G-C cA3 U F39 ! A3 V CQ l 07 Expiration Date: 7— :5 — QE Job Site Address: -3S lr..i n sCfr_-rJ V City/State/Zip:L_Ne_-4 4k4!7A-)-4J A4 (3 [00687- Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A ofMGL c. 152 can lead to the imposition of criminal penalties of a fine up to S 1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORD ORDER and a fine o up to 5250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigaaors of the DLL for insurance coverage verification. I do hereby certify tender hepains andpenalties ofperjury that the information provided above is true and correct. Signature: Date: Phone : �'Q Of vial use only. Do not write in this area, to be completed by city or town ofj°zciaL Cih,or Town: Permit,,License 7 Issuing Authorir%(circle one): i1.Beard of Health 2.Building Department 3. Cir_y/Town Clerk 4.Electrical Inspector S.Plu nbing Inspector o. Other i Contsct Persor: Phone T: SECTION 8 -CONSTRUCTION SERVICES 8.1 Licensed Construction Suoerrsor. //^ Not Applicable Name of License Holder: �-f-,k MC A io6 A_� '76 OtC) license Number 7 3, 14d/ Wa a�,N MA-00' /3 -off add ess Expiration Date C3 S signature Telephone t.Reeistered Home Irr>:oraverr[ertt - Not Applicable !� -T)0 6 0dessuoF5 -'vac__ _._. y..._. l�7� :ompanv Name Registration Number .ddress Expiration Date Telephone ECTION 10-WORKERS'COMPENSATION UYSURANCE AFFIDAVIT(M.G L.c.152,§25C{6.1) Porkers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result the denial of the issuance of the building permit. fined Affidavit Attached No...... ❑ 11L ikome-OWn 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.CNIR 780. Sixth Edition Section 1083.5.1. 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-vear 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 actinz 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 ofEmployers 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 undersimed"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 SECTION 5-DESCRIPTION OF PROPOSED WORK fcheck all aflolicabie) New House ❑ Addition Replacement Windows Alteration(s) ❑ Roofing Or Doors 0 i Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [177 Siding[p] Other[[:I] Brief D scrip io of Proposed Work: i IC11 0.. 1y `K AO' Ste', SOtNVCYoJ-', Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roil -Sheet 6a if"(Veto ftauso arli araddttior%ta exis#na "'ousina. comij ete-the,. o[Fowirio.: a. Use of building : One Family_) Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? I -? F d. Proposed Square footage of new construction. ' l?o Dimensions e. Number of stories? f. Method of heating? hOV\'e— Fireplaces or Woedstoves Number of each g. Energy Conserlaticn Compliance. Masscheck Energy Compliance form attached? h. Type of construction:s ► V---' i. is construction within 100 ft. of wetlands? Yes -,2K_No, is construction within 100 yr. flocdplain Yes-2!�-No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes �N/o. I. Septic Tank X . City Sewer Pnvate well City water Supply 1� ISECTION 7a OWNER:AUTHORIZATION TO BE.COMPEETED"_WHEN- OWNERS-AGENT OR CONTRACTOR APPLIES FOR.BUILDING PEr'�MJT I, as Owner of the subject prcpe,ry hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date as OwnerlAuthcnzed Agent hereby declare that the statements and jrfdrmation on the foregoing application are true and accurate, to the best,:;f my knowledge and belief. Sicced under the pairs and penaitie of perjury_ --1 --- C ..- - -- Pnnt Name i cr,aiure or Cwre 'Aceni e Section 4. ZONING I ALL Information Must Be Completed. Permit Can Be Denied Due To Incomplete Inform, Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size �. Frontage Setbacks Front ] �v Side Rear Building Height r Bldg. Square Footage / Open Space Footage (Lot area minus bldg&paveda oarldnO #of Parking Spaces Fill: (volume&Location) — •--"•"—•- A. Has a Special. Permit/Variance/Finding ever been issued for/on the site? NO 0 DONT KNOW YES 0 IF YES, date issued:' IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW 6 YES 0 M IF YES: .enter Book "— Page', and/or Document# B. Does the site contain a brook, body of water or wetlands? NO � DONT KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained 0 , 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 0 NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing;grading, excavation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES 0 NO Q IF YES,then a Northampton Storm Water Management Pennitfrom the DPW is required. • Department use only. City of Northampton Status of,permit: Building Department Curb CutlDnvewav, errnrt 212 Main Street Sen4rlSepti6Availability Room 100 WaterlWelt.Availability Northampton, MA 01060 Two Seta o"f.Structural Plans phone 413-587-1240 Fax-413-5,87-1272 Plo�tfSlte plan,s APPLICATION TO CONSTRUCT,ALTER,REPAIR, RENOVATE OR DEi41O�Y�a �l °' O A ILY.DWELLING SECTION 1 -SITE.INFORMATION 2008 --' This section to be completed by office 1.1 Property Address: I PId �t_—.. �� Unit Map Lot d l ohs Zone Overlay District Elm St District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Name(Pent) Current Mailing Address 7 fF..i-�f 2 Telephone Signature 2.2 Authorized Agent: +>o �►^�lc��e��e5 `M;I,Ie E2�y�ovt 3� ��be I� c��� ei� Name(Print Current Mailing Address: Cyr C Signatur Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item I Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building (a)Bung'Permit'Fee ocx� 2. Electrical (b)Estimated Total Cost of Construction from(6) 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5- Fire Protection 6. Total= (1 +2+3+4+5) Cieck Number This Section For Official Use Only Date Building Permit Number. issued: Signature: _.. -----------g-- --- ----— Building,Gammissioner/Inspectoror w omgs - Dale File#BP-2008-0962 APPLICANT/CONTACT PERSON PATIO ENCLOSURE C ADDRESS/PHONE 30 SEBETHE DR CROMWELL (86 635-0706 Q PROPERTY LOCATION 35 LINSEED RD MAP 03 PARCEL 017 001 ZONE RR THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: CONSTRUCT 14 X 20 SUNROOM ON EXISTING 16 X 25 DECK New Construction Non Structural interior renovations Addition to Existinc Accessory Structure Building Plans Included: Owner/Statement or License 076261 3 sets of Plans/Plot Plan THE FO OWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF ATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* 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 Permit from Elm Street Commission Permit DPW Storm Water Management Demolition Dela Signature of Building Official 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. *Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning&Development for more information. ' r F BP-2008-0962 GIs#: COMMONWEALTH OF MASSACHUSETTS ,y CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Gate-orv: BUILDING PERMIT Pemut# BP-2008-0962 Project# JS-2008-001444 Est. Cost: $29000.00 Fee: $140.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: PATIO ENCLOSURES INC 076261 Lot Size(sq. ft.): 628570.80 Owner: KORZA RICHARD R&JOAN G Zoning: RR Applicant: PATIO ENCLOSURES INC AT. 35 LINSEED RD Applicant Address: Phone: Insurance: 30 SEBETHE DR (860) 635-0706 O WC CROMWELLCT06416 ISSUED ON:511612008 0:00:00 TO PERFORM THE FOLLOWING WORK.-CONSTRUCT 14 X 20 SUNROOM ON EXISTING 16 X 25 DECK POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector i'ndc:r�;rou�id: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 5/16/2008 0:00:00 $140.003326 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Building Commissioner-Anthony Patillo