The URL can be used to link to this page

29-444 (3) I i 3 /�c� i qq F ,;r;? r ��f'!� "t f j � �ti Y�/Uv � � iVlii f fig !� ( 3�4 1 t z L ti 1 f �, '. i � ° {n' � i MULLION SPACING GLASS UNITS SM ' GSM. C 1 8 G SAS S IG Z V sX W = f• B N—f 101,100111 HEADER PER 1J MDOW WAM PER 1J 2 W HORQOHIAL SASH O WE=SCREEN FlWE / MANDOW INSERTS.SEE CommoCL6 REAMER BRUSH R SCHEDULE EIE].OW FOR n NN PLASM GLIDE-t GLIDE ON ALL AROUND SASHIO < DAADi90NS � 'u13 RAAL SDE Di IIPPEEt SASH mmn*QL SASH CRAM 15ORI INTO SCREH C11ilSE w HORIZONTAL SASH 9 ALL SA FRAME w t N6ULAlED CLASS UNIT w `f' VERTICALLY ADAWABLE < w w HANDLES �., , I 1/B•TEMPERED Q= R!g COWINUCIUS SASH SEA sFRAME AR OF AROUND PER BEIER OF PASS � m MUM ASSEMBLY W/GLDE 0 CONnm=PC CLAM RAL OF EACH SASH FRAME = AROUIDNPEAETER OFOF CLASS = � DS CDNTINUDUS ROUER ASSEMBLY N/OIDE < AT HEADER.AFL ACID d4� V R MR.OLL LEERS SEEM AAINFRNE LOWER EXTERIOR SrnEER 1EAIERNL m D MFICATION LABEL PER IBC SECTION C INSERT 2406 ON EACH PANE OF GLASS r EXTERIOR SCREEN FRAME - Q dd EXIEIOOR SCREEN YAIEINL MOM SILL PER tt AT 1�6�AND MOST now SILL PER GLAZING VERTICAL SASH PER 25 1;LAZM VERTICAL SASH PER SIDE VIEW SIDE VIEW NOTCH VERTICAL.SASH LITIRE VERTICAL.SASH r I�M SUS THROUGH VERTICAL /8 SMS THROUGH VERTICAL a L2 SASH INTO CENTER SCREW ',-SASH INTO CENTER son CHASE AT HORIZONTAL SASH CHASE AT HORIZONTAL SASH m CLEAR WIDTH-SEE SCHEDULE re CLEAR WIDTH - SEE SCHEDULE p- INSERT WHOM-SEE SCHEDULE SCREEN HORIZONTAL SASH PER 24 HORIZONTAL SASH PER 27 O O O INSERT WIDTH - SEE SCHEME SCREEN 15 ,5 t m Loac 1/8- SASH IG SASH a 4 O 2B 30 1 TYPICAL SASH COmRRDUS wFATTtEMt E1RLASH CONRADOIIS wEATNER BRUSH TO SASH CONNECTION o 0 IN SLDE sum comams WEATHER MUM If sum tB COWIN 01S WEATHER BOOM F— O ASSEMBLED WINDOW ELEVATION Q SASH LATOH "1A7°' SLIDE 26 is GENERAL REQUIREMENTS AND CONDITIONS 7F SASH L7-51R, • SASH LATCH sPRnG ,. TEMPERED GLASS%MCT TO HUMAN IMPACT COMPLIES MATH IBC SECTION 2400. TOP VIEW TOP VIEW 2 ,E�GLASS INSTALLED IN AREAS MATH BASIC WAD SEEDS OF"°`N 9 AND GREATER cOLPUES MATH SECTION 2404 OF THE 2000 RTC AND SECTION � N J 2405.3 OF THE 20M FLORIDA BUILDING CODE. Q 1 THE GLASS INSERT ASSEMBLY IS READILY REMOVABLE L j Z 0 c:1 INSERT REMOVAL* SLIDE INSERT TO AN OPEN POSNION AND LIFT UP WHILE PULLING 1HE BU1701M 70MARDS N 3 THE r6DE OF 71E ENCLOSURE. LOWER THE INSERT WHILE CONTINUING TO PULL INWARD. NN1 0 SCREEN REMV%Ms LIFT ALL SCREEN LOCKS TO A HORIZONTAL POWMOL U"M ON THE LOWER LEFT ND 0 Z RIGHT SC F U3M AND PUSH 111E REEN OWWARD. PULL DOWN ON THE LOOM O KS REMOVE SCREEN w 3 THE HEADEIL N H D WINDOW SCHEDULE — TEMPERED GLASS DACE: �UU AINE5 WJL x x x T ROBERT A.WALZ 2M00 HALL ROAD We C/C 20.188•x Of 26•It 60• 25•It 59• 22.51 39.5/ 53.5• 62• CLINTGN TV"M SC HORIZONTAL SC HANDLE SC INTERLOCK IG HORIZONTAL IG RIGHT HANDLE IG LEFT HANDLE IG INTERLOCK � UCEIiSE J� (7579) 24 (7581) 25 (9698) 26 (11882) 27 (11883) 28 (11881) 29 (11881) l�l 44.5•C/C 22.875•x BY 20.75•x 60• 1975•x 59• 18.51 31250 41.5• BY DWO'NO.: r38-C/C ,8 625•x of me ,55•x59• 181 2&50 315• 82• 2T E S 6 TABLE "A": BEARING WALL MULLIONS-SECTION A TABLE "B": NON-BEARING WALL MULLION SECTION MAXIMUM MULLION TYPE MAXIMUM MULLION . MAXMUM M TYPE MULLION DET. DET. MULLION DET. DET B DET B DE DE . DT DET. o F SPACING MAXIMUM MULLION HEIGHT SPACING MAXIMUM MULLION HEIGHT SPACING ►- 20 PSF LIVE LOAD, 70 MPH WIND 25 PSF SNOW LOAD, 90 MPH WIND 70 MPH WIND LOAD 36' C C 10'-0' 11-6 11-6 11-9 36' C/C 7'-9' 9'-3' 10'-0' 11'-9" 36' C/C 11'-1' 12—0 12'-0* 12' 46 C/C =E 8'-3' 10'-6- 11-o' 11-9 46' C/C 6'-3' 8'-0' 8'-6' 1 1V-9* 46' C C 9'-0" 11'-5" 11'-10' 12'-0' 56 1/2* C/C 1 7'-9" 9'-g- 10'-0- 11-9 56 1/2" C/C I — 7'-6' 1 8'-0" 1 10'-0' 56 1 2 C/C 8--2- 10'-4- 10'-8 20 PSF LIVE LOAD 80 MPH WIND 25 PSF SNOW LOAD, 100 MPH WIND 80 MPH WIND LOAD 36' C/C 9'-0' t1'-3' 11'-6' 11'-9' 36" C/C 1 6'-9' 8'-9' 9'-6` 1 11'-4" 36' C C 9'-9' 12'-0" 12'-0' 12'-0• n 46' C C 7'-3' 9'-3' 9'-9' 11'-9' 46 C/C — r-9' 8'-3' 9'-9' 46 C C 7'-11' 10'-0" 10'-4' 12'-0' g S 56 1/2' C/C 6'_g• 8'-6" 9'-0' 11'-3' 56 1 2" C C — 6'-9' r-3' 1 9'-0 561/7 C/C r_t" 9'-0" I 9'-4" 11'-6' 20 PSF LIVE LOAD 90 MPH WIND 25 PSF SNOW LOAD, 110 MPH WIND 90 MPH WIND LOAD 36" C/C 8'-3 10'-6* 11'-0 11-9 36' C C — 8'-0" 9'-4 10'-6' 36' C/C 9'-1' 11-5 11'-10 12'-0' 46' C C 6'-9' 8'-6' 9'-3" it'-3' 46' C/C — 6'-9' 7'-3' 9'-0' 46' C/C 7'-4 9'-4' 9'-8' if-lo- 56 1,42w C C 6'-3' 8'-0' 8'-3' 10'-6' 56 1/2' C/C — 6'-3' 6'-9' 8'-3' 56 1/2" C/C 6-8 8'-5 ff-ir lo'-q- 20 PSF LIVE LOAD 100 MPH WIND 30 PSF SNOW LOAD, 70 MPH WIND 100 MPH WIND LOAD 36' C/C I r-6' 1 9'-3' 1 10'-0' t1'-0' 1 36' C/C 8'-6' 10'-9' 11'-6" tt'-9' 36" C4 1 8'-0' 1 10'-2' 10'-6' 1 12'-0" 46' C/C 6'-0' 7'-9' 8'-3' 1 10'-3' 46' C/C 7'-6' 9'-6" 10'-3' 11'-9' 46 C/C 1 6'-6" 8'-4' 8'-7" 10'-7" 56 1 2" C C — 7'-3" 7'-6' 9'-3" 56 1 ' C C 7'-0' 9'-0" 9'-6' tt'-9' 56 1 2 C C 5'-11' r-6' r-9 9'-6' 20 PSF LIVE LOAD 110 MPH WIND 30 PSF SNOW LOAD, 80 MPH WIND 110 MPH WIND LOAD = jag 36' C C 6'-9' 8'-6' 9'-3' 11'-6' 36' C C r-9' 9'-9" 10'-6' t1'-9' 36' C C r-4" 9'-3' 9'-7' 1t'-10' <�r 46' C/C — r-0' 7'-6` 9'-6' '%w C/C 6'-9' 8'-6' 9'-3" 11'-3' 46' C/C 5'-11' r-6" 7-9' 9'-7' 56 1/2- C/C — 6'-6' 6'-9' 8'-6' 56 1/2" C/C 6'-3' 8'-0' 8'-9' 1 56 1/2' C/C I — 6'-9w r-0' 20 PSF SNOW LOAD, 70 MPH WIND 30 PSF SNOW LOAD, 90 MPH WIND 36 C/C 9'-0• 11-0 11-61 11-9 w 36' C4 r-6' 1 9'-3' 1 10'-0" 11'-9' p{ 46 C/C r-6 9'-6" 10-3 11-9 46 C/C 6'-3' 8'-0' 8'-6' 10'-9" 56 1/2* C/C 9-0 9-6 11-9 56 11f C/C r-9' 8'-0' 1 lo'-D- 20 PSF SNOW LOAD 80 MPH WIND 30 PSF SNOW LOAD, 100 MPH WIND 36' C/C 8'-0' 10'-O' I 11'-0• 11'-9' 36" C/C 6'_9• -6 91- 46' C c 6'-9 8'-6' 9'-3' 11'-3' 46 C/C — r-6' 8'-0' I s-s TABLE "C": TRIBUTARY L T 56 1/2" C/C 8'-0" 6-6' 10'-6" 561/2" C/C — 6'-9" 7*-3' I 9'-0' WIDTH 20 PSF SNOW LOAD 90 MPH WIND 30 PSF SNOW LOAD, 110 MPH WIND WALL OR 36' C/C r-9" 9'4' 10'-3' t1'-9' 36' C/C — 8'-0" 9'-3' 1 10'-3' OVERHANG 46' C/C 6'-3 8'-0' 8'-6' 10'-9' 46' C/C — 6'-9' r-3' 9'-0' PROJECTION 0'-6' 1'-0' 1'-6' 2'-0' 2'-6' 3'-0" a �` 56 1/2* C/C — r-6' 8-0- 10'-0- 56 1/2* C/C — 6'-3' 6'-9' 8'-3' 6'-0' 3'-5' 3'-9' 4'-2, 4'-8' 20 PSF SNOW LOAD, 100 MPH WIND 40 PSF SNOW LOAD, 70 MPH WIND r-o" S-11" 4'-3" 4'-7' 5'-1" — — 36" C/C 7'-0' 8'-9' 9'-6' 11'-6' 36' C C 8'-3' 10'-3' 11'-3' 11'-9' 8'-0' 4'-5' 4'-9' 5'-1' 5'-6' 6'-0' 46 Ca — 7'-6" 8'-3- 9'-9" 46 C C -6 9-6 10-3 11'_9' 9'-0' 4'-11' 5'-3' S'-6" 5'-11' 6'-5' 6'-11' N 56 1 2 C C 6-9 7-3 9-0 56 1/2' C/C r-0" 9'-0' 9'-6" 11'-9' 10'-0' 5'-5' 5'-9' 6'-0' 6'-5' 6'-10' r-4' v 20 PSF SNOW LOAD, 110 MPH WIND 40 PSF SNOW LOAD, 80 MPH WIND 11'-0' 5-11' 6'-3" 6'-6' 6'-11' r-4" r-9' 36' C/C I — 1 8'-0' 8'-9' 10'-9' 36• C/C — 9'-6• 10'-6' 11'-9' 12'-0' 6'-5" 6'-9' -0 -4 -9 8--2w- s o 46' C/C — 6'-9' r-3' 9'-0' 46' C C — 8'-6' 9'-3' 11'-3" 13'-0' 6'-11' r-3' r-6' 7'-10' 8'-3' 8'-7' o 14'-0' r-5' r-9' 8'-0" 8'-4' 8'-8' 9'-1' ai 56 1/2" C/C — 6'-3' 6'-9' 8'-3" 56 1 2 C/C — 8'-0' 8'-6' 10'-6' , 25 PSF SNOW LOAD 70 MPH WIND 40 PSF SNOW LOAD, 90 MPH WIND 15-0 - -3 -6 6'-to s-2 9-6 16'-0" 8'-5' 8'-9' 9'-0 9'-4' 9'-8' 10'-0' Q 36" C C 8'-9" 1 to'-11' 1 11'-6' 11'-9" 36' C/C — 9-0 10-0 it'-9' 17'-0' — 9'-3' 9'-6" • 10'-2' 10'-6' o 46' C/C r-6' 9'-6' 10'-3" 11'-9' 1 46' C/C — 8'-0' 8'-6' 10'-6' 18'-0" — — — 0'_4• 10'-7' `r 56 1/2" C/C r-0' 9'-0' 9'-6" 11'-9" 1 1 56 1/2* C/C — r-6" 8'-0' 9'-9" 19'-0' 25 PSF SNOW LOAD, 80 MPH WIND 40 PSF SNOW LOAD, 100 MPH WIND 36' C C r-11' 9-11' 10-9• 11'-9" 36" C/C — 8'-3' 9'-0' 10'-9' O � 46' C C 6'_9• 8'-6" 9-3 11'-3" 46 C/C — -6 8'-0- g'-g' m 56 112w C/C 1 6'-3" 1 a-o -s 10'-6' 56 1/2* C/C — 6'-9' 7-3' 9'-0' TABLE "D": MAXIMUM ROOF z ta- 25 PSF SNOW LOAD, 90 MPH WIND 40 PSF SNOW LOAD, 110 MPH WIND PANEL SPANS* N DESIGN PANEL DESIGNATION W t- 36 C/C r-9' 9'-3' 10'-0' 11'-9" ##46-'Ca C/C — r-9' 8'-6' 10'-3' LOAD T-3-2-32 T-4.25-2-32 °o 46" C C 6'-3' 8'-0' 8'-6' 10'-9' — 6'-9' r-3" 9'-0'1/2" C/C — 7'-6' 8'-0' 10'-0' 2' C C — 6'-3' 6'-6' -3 2EPLOAD 1r-9' 24'-0' N N 20 PSF 15'-8' 18'-8" SNOW LOAD DAM 30 PSF 13'-1' 15'-7" im 5,4003 SNOW LOAD ROBERT A*a SNOW LOAD 40400 HALL ROAD 70.e0.BB amm IMP,w t d<tto 16'-0" 24'-0' LMT f 3M 41PFi WMiD DWG NO» • MAXIMUM PANEL OVERHANG IS 1'— MINIMUM ROOF PANEL SLOPE IS 1/4 INCH PER FOOT 2T E S 5 5ws V341JLL 1115 all lot I log RIN (e a g® IN; �Q} 1K M ffff�� = Sd RE of N � 21 2A'MAIL LOW SECSOII 4-4 MIUM UPPER 1RAN90M J 1 HOW VARES SEE TARO ON MAWJG N0.JAlM4 m loll gg 9 8; lie le li �f M! V7 2E MAX LOM SEC" 4-1 mmm OPPER P � q '� X 5 9 4 0 M NEW WES TAKES ON GRAM N0.AM 5 4 ® 1p 91 I'i► � v ® v z v �� • 20'PAIL SEC110N 4-{'YNIIN IFPER TRANSOM P IEIGIT VARD SEE TAB=ON ORAIM NIX » MFIERE REWIRED THESE PLANS HAVE BEEN XBO EVALUATION REPORT PFC-5178 DWSIVMY FOR N 2 SU N ROOM 9f;NED AND SEALED BY A PROFESSIONAL IC80 EVALUATION REPORT ER-5282-P + N Ter na fr3c, ENGIEIA R ONLY AN ORIGINAL 9GNAlURE HOME COMFORT NOW MT1H A RFD MET SEAL OR AN EMBOSSED WUW-DADS APPROVAL 00-0920.05 DECK AND SLAB SEAL WIDICATE THE VALIDITY OF THAT NER-587 11 HIGHLAND ATTACHMENT DETAILS 20400 256-0410 1-877-218-&366 rl FAX MICHIGAN 1703 T"� UL-581 EAST HARFORT, CT I I � I l 111�• �I l;l t i•Oi•Oi �►•Jii•: _ �I III !•iiii ►•iii•: � 7• •�� . _ _ fII111I 111 111 +•iiii._ ►•iii•: . , , ( wwww iwwwl ►www: .w-•".� ♦www w•++, w-w"�wV�:i.►w•w♦ � 7 `7 1 r !ww•1 ►+++• ►wwww•wlwwwwwl �__ � `.__ �� 1. ►•+•••+•••••w•i►••w+++•+•+1 � rrrrrrvrr••r� rrrry•r•• _ _ — ►••++•••►•••+♦ .j �•♦+wwww+++♦t ♦+♦♦♦ww+�♦ ►w•w•wwwwww••w••`�ww••••w•1 \i wwwwwwwwwwwwwwwwwwwwwAw-1 wwwwwwwwwwwwwwwwwww� • r � � r ►•w•••w•w•+•+•••+►+•w•1•••: �wwwwwwww•wwwww•www� r-w'w•w•www•www•wwwww•www� __ ♦•wwwwwwo♦w•••ry ♦+wwwwwwww ♦wwwwwwwwwwwl L 7r a 1 �• �w•www♦♦ww•••♦ 111 `r. �wwwwwwwww. rwwwwwwwwwww♦ al 7• /••wwww•+•►www• ♦wwwwwwww♦ ♦wwwwwwwwwwwl IL.�� ° ',' O© '7' QI `1 I a ♦♦♦++♦♦••••••� � 1 1 1 •7 `1 1 �wwwwwwwwwwwwwwwwwwwl �w�wwwwwwwwwwwwwwwwwwww� _ /w wwwwwwwl•ww•♦ wwwwwwwwwww'w'� ♦+wwwwwwww ♦wwwwww•♦►w♦+� 111 ♦++wwwwwwww♦ �wwwwwwwwwl ►♦+wwww•♦+!••♦ - ♦•♦wwwww•� ♦+•� / �wwwwwwwwwwwl ♦wwwwwwww♦ ►wwwwwwww♦►+w♦ ♦++wwwwwwww♦ �wwwwwwwwll - ►••••••w•w�•�•••••�+��w•+•w�� I•�• �wwwwwwwwwwwwwwwwwwww�w�1 �w�wwwwwwwwwwwwwwww� ` I,'., i.adl. 71171 r1'.• !1, 1 „',7 •www wwwwww►w•1 �' �wwwwwwwww/ wwwwwwww _ - ►•wwwwwwwwwww♦ � ♦wwwwwwww♦ ♦wwwwwwwl O ►�w�j�j�j�w•ii:��1�.w.1 !w w w w w w w w w l ♦wwwwww 1 - !ww•w•www•w•w•www•w•i �w•www•w•w•w•w•� •ww•1 ►wwwi I I 11711 +I��U i'000� ►•i•00: iwwwl. ►www: I1 •r IFII)<' `1 1 7 ♦�� ♦�� 111 `r•, a. '�' O 7 O ] «1 1 I��www�,�wwwwwwi ��•"��•"•"w�"� • � O O d�•--wwvwww.w ►w•w•••ww•w� _ ,. _ _ ►++wwww-.•.I �w•w•••w•w♦ -_��_- ` - - —_ = �/wwwiwiwiwwww�w� Q��.•iiiiii••�ill ww•w•ww• :1 1+ Tt� -\l- !�w�w�w�1 1�- ►�•�•�•�• ►ww+wwwwwwwwwww� I,•�w•w••ww•ww••w•+•+�+�I 1 7] l'�' �� ♦•w w 1 � � ►w w•: ►wwwwwwwwwwwwww� , ' r ♦ww♦ ♦www ♦wwwwww♦ ♦w••••••ww♦ i- �www1 ►www♦ ►wwwwww♦ ►www•w•w••w1 ,•..,:, , ! I Ib�1� +Il�p i❖iii ►•iii•: 7] +♦w♦ ♦ww♦ ♦wwwwww) 7r www•w•w•ww♦ !wwwl ►...: ►+wwwwww• ►wwww•••wr•w� !••iii ►•�•iw•: ►wiwiwiiwiiwi� •� p O�•�•�•�•�•i•�wi!►❖i •••• wwww w•www•ww1•w • !♦+•/ ►www: ♦wwwwww♦ ►.w.w.w.w.w.w-w.w,w.w.� I (� 1 1 1 •+•wow•+1 ►•••••••� ►+w w w w w w ♦wwwwww♦ wwwwwwww• •www ♦www• 1 1 T `I 1 s I !•ww1 ►www � 1 i I i i lwww••••1 i 1 ►••••••'• ] 1• I1 7' �.,jv rl r IL ar ,• i 1 r •7• p ]r •r 7r 1 � ` a r ]• � ]r 7- 7 r 7. Ilu� •dill — � ✓✓✓ iw•ii•+� ►w•w•iii �I ►•www 1� !•iiii ►•ii►i•: �! 7r 7r I 7r `1 7r ,`1 • '7' IFI ]r «r. r 11 •]' 1�. •7' i'rll 7' IT• •]' Ir' 7 r I O «7, ` I1.• .I.11. X71 r I.. i• 1• 1 7 `I 1 •7 GENERAL NOTES & SPECIFICATIONS I. THIS PATIO COVER Nk ENCLOSURE SYSTEM IS LIM17ED TO RECREATION AND OUTDOOR LIVING PURPOSES AND IS NOT TO BE USED AS A CARPORT OR GARAGE. 2 THIS ENCLOSURE SYSTEM IS TO BE INSTALLED TINDER THE ROOF PANEL o F SHOVN ON DRAWING NO.21ES4. z v FRI�� 0 1 DESIGN LOADS SEE TABLES FOR DESIGN LOADS AS SPECIFIED PER THE 2000 F INTERNA710NAL BUILDING CODE AND 2000 INTERNATIONAL RESIDENTIAL CODE i 4 FASTENERS SCREWS SHALL BE SIZES SHOWN AND SHALL BE STAINLESS STEEL, r o ZINC PLATED.GALVANIZED MR OR 2D24-T4 ALINNNLNi. 5. ALL STRUCTURAL COMPONENTS OF THIS PATIO COVER SYSTEM(EXCEPT SOLID PANELS)ARE OF ALLOY h TEMPER 6063-TIN UNLESS SPECIFICALLY NOTED = OTHERWISE. 6. ALL EXTERIOR PORTIONS OF THE SOLD WALL PANEL WHICH ARE SUBJECT TO WATER INTRUSION SHALL BE FULLY CAULKED. d 2.00" STANDARD MALE 2.00" STANDARD FEMALE^ 2.00" "H" CHANNEL 2" WALL STUD 2" 45' ADAPTER � 7. "M IN THE WALL MAY BE COVERED WlH A WIND BREAK MADE OF TEMPERED r (9533) (9536) l L) (9613) 0 (10861) (5907) l I GLASS WITH A MINIMUM THICKNESS OF 1/8 NCH THAT COMPLIES WITH THE CODE $ & WHERE THE ROOF PANEL SPAN IS PARALLEL TO THE EXISTING WALL OF THE RESIDENCE THE ADEQUACY OF THE EXISTING WALL SUPPORT STRUCTURE(STUDS, HEADER$BEAMS ETC.)SHALL BE VERIFIED BY AN INDEPENDENT SOURCE FOR THE ATTACHMENT OF THE ROM BEAM.THE ADEQUACY OF THE EXISTING FRAMING c IS NOT A PART OF THIS HCN DESIGN OR APPROVAL 9. THE BEARING SYSTEM MULLIONS HAVE BEEN DESIGNED FOR LOAD COMBINATIONS REQUIRED BY CODE 10. ALL ALUMINUM IN CONTACT MHTH DISSIMILAR MATERIALS SHALL BE PROTECTED 1 PER CODE 11. EXPANSION ANCHORS SHALL BE'NETT KWIC-BOLT r ANCHORS,'TRU-FAST ZAYAC NWIr.TAM FASTENERS OR EQUIVALENT. THE 114 O ANCHORS SHALL HAVE A M IMIJUM TENSION VALUE IN CONCRETE OF 565 POUNDS. WOOD LAGS SHALL BE 114'BY r GALVANIZED LAG BOLTS YFI 12. ALL EXH51NNi WOOD SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.41L _ 13. SEE TABLES(A)AND(B)ON SHEET 21ES5 FOR DESIGN WIN)LOADS m 2.00" CORNER 2.00" BASE/WALL CAP TOP TRACK / EXPANDER 2.00" HEADER 2.00" SILL ` (2892) (44545) (6590) (10536) (10537) 10 m 3z 0 3 v a-a Lt=4 z oft O N I ' � r 2.00" KP ADAPTER S.C. JAMB D.S.S. JAMB 2.00" TRANSOM SILL TRANSOM HEADER TRANSOM JAMB RACEWAY CAP o (2768) 11 (11777) 12 (11776) 13 (11129} 14 (11128) 15 (11002) 16 (8291) 17 0 La 0 N N C> Q O ce N1 Z N N W J � N FQ- N V) W DATE- JUNE 51 2003 ROBERT A.VU 20400 HALL ROAD WON 7WP,M LICENSE f 3%m RAIN GUTTER "C" FACIA 3.00" HANGING RAIL 4.25" HANGING RAIL 2.00" VERTICAL RACEWAY ^ (44215) 18 (44218) 19 (5803) 20 (5859) 21 (8290) 22 2T E S2 2ffN O 0 2 U EXISTING STRUCTURE o a ROOF PROJECTION Q o E ¢ o N H H ` ROOF PANEL G K ROOF PANEL (p a 0 Z� Z N g Co �o OPTIONAL g °O o vii DOOR » � 1'-6" 6 & 12 <a DOOR 3-0 x 6-10 a MAX. / / H =l TYP. % i j j c o / / °o / // // // ti I'll I r, p r, r, ,� r, 6" & 12" a STANDARD NON-BEARING MULLION SPACING STANDARD BEARING MULLION SPACING VARY TO SUIT TYP• SEE TABLES DWG. 2TES5 SEE TABLES DWG. 2TES5 PATIO COVER END WALL ELEVATION PATIO COVER FRONT WALL ELEVATION TYPICAL STUDIO ROOF PATIO COVER PLAN o � m =E m EXISTING STRUCTURE ""' - x ¢0 j a � ROOF PROJECTION vpi MMM' y m �V) ROOF PANEL G O o "� E K ROOF PANEL C z� H H m O Z Z � N CL CD N OPTIONAL �uj m ,,, DOOR m o 2 Q 1'-6" 6" & 12" C=X o Co M ac 0 AX. �/// / H =i TYP. j j j a? DOOR 3-0 x 6-10 a 00 I ON N 6 & 12" STANDARD BEARING OR NON-BEARING STANDARD BEARING OR NON-BEARING VARY TO SUIT TYP• =E MULLION SPACING PER ROOF PANEL LAYOUT MULLION SPACING PER ROOF PANEL LAYOUT POSSIBLE ° SEE TABLES DWG. 2TES5 SEE TABLES DWG. 2TES5 PANEL PROJECTION z � z S Q a. PATIO COVER END WALL ELEVATION PATIO COVER FRONT WALL ELEVATION TYPICAL GABLE ROOF PATIO COVER PLAN o ,��, o W DAIS dl1E 5,2003 NOTE. ROBERT A.WU 20100 HALL ROAD amm ALL SECTIONS & DETAILS REFERENCED Ma f"M Lx�R 3/EAS HERE ARE SHOWN ON SHEET 2TES3. BW.W, 2TES1 1 ,TS o f- 2 U F- U = Ld CL c: 0 n N PJ l h g lli � SPECIFICATIONS FOR jai SUNROOMS AND PATIO COVERS WITH 2 WALL MULLIONS PAGE NUMBER DESCRIPTION um COVER SHEET INDEX OF SHEETS 1 FLOOR PLANS, ELEVATIONS and ROOF PLANS 0 2 2" SUNROOM SYSTEM , PARTS, DETAILS and NOTES 3 2" SUNROOM PLAN, SECTIONS and DETAILS g 4 2;; SUNROOM DECK and SLAB ATTACHMENT DETAILS CV 5 2 SUNROOM SYSTEM TABLES 6 2" SUNROOM TEMPERED GLASS WINDOW DETAILS " W W 2 N DACE: ° JUTE 5,2003 ROM A.MZ e ✓ r 20100 HALL RM ST` uCFtISE#3M r t a 'ai®800 DNG Wu 2TES wa% INSTALLERS LAYOUT SKETCH VERIFY ALL FILL MEASUREMENTS BEFORE CUTTING NOTICE: THIS JOB HAS NOT BEEN CONFIRMED. PLEASE FAX AN APPROVAL WHEN READY TO ORDER. \ RELEASE APPROVED 8Y__ ' 00 r- v tJ l_1 ti N CUSTOMER: HOME COMFORT NOW, LLC c� Z JOB NAME: GUDITIS 3" WALLS o F NL---A F-71 0 Z 1 �,_�„ u Al A 10,_o„ w F cn In In z I- A2 44.5 Cl 55 Cl 44.5 [ 0 7 7 U W O N 14'-0" N (V o NOT TO SCALE 00 N O N .\p 3 p "o ICBO EVALUATION REPORT PFC-5176 ICBO EVALUATION REPORT ER 5262-P NER-567 i u coca ■ 6/22/04 '12:40 TEMO, INC. STEVEN SALTER (586) 412-6012-►JACK �� ► rri ■ m ■ Z D rn rri 0 m O O D n O I?lvvr- x � 1AUl (A (A +T Z Z Z Z O O O O O cn V1 v1 Ln 0000 Z Z Z Z r*1 m m m O I O D MOONIM .S'09 MOONIM .SS A I Z N m x z .. z o (A c _ D � ° 'U I m -TI rrl D Z N Q -'O — M N I D Q -Z-+ o °o rm - f z c Q7 I— D O rri D D `� - - - z F0 0 IL -- -- 55" WINDOW 10" WIND. SWING DOOR D 0 I- 0Amo Z 0 > m:r rmZprn CONd .. Z <n ; 9NDD Z D rl r x X C)Z D !� =10 C0 Z A D m o 0 M ,EALER:HOMECOMF 04W7908 PH. > TEMO SUNROOMS, INC. ROBERT A. WALZ, PE GUDIIIS 20400 HALL RD 20400 HALL RD 50 ELLINGTON RD CLINTON TWP, MI 48038 CLINTON TWP, MI 48031 FLORENCE, MA 01062 PHONE: (586) 286-0410 (877) 218-8366 X287 1RAWM BY STEVE SALTER DATE:06/22/041 SCALE: 1/4"=1' FAX: (586) 286-5409 LIC #34885-C 15/22/04' 12:36 TEMO, INC. STEVEN SALTER (586) 412-6012-*JACK 1/1 •ra s a ' N x iZ, I c'' • C, n now � m � 1 N { O I� o a I' I- N ly O O Q O x 'O 1 r m m � VA m i TEMO 6" STRESS SKIN PANELS A p 2 x 6 PANEL SPLINES ® 4' 0/C O O N D z (� N O x I (A ri x z 7 — to o m O = z z 0 m o � > F- > D 00 > A z E z C) O _ Q C U1 _ m I z O N N n O m Z c z z cn m z L m N m m > D m C m m N rn )EALER: HOMECOMF 04w7908 PH. ( TEMO SUNROOMS, INC. ROBERT A. WALZ, PE GUDITIS 20400 HALL RD 20400 HALL RD 50 ELLINGTON RD CLINTON TWP, MI 48038 CLINTON TWP, MI 48031 FLORENCE, MA 01062 PHONE: (586) 286-0410 (877) 218-8366 X287 )RAWN BY: STEVE SALTER DATE:06/22/04 SCALE:NONE FAX: (586) 286-5409 LIC # 34885-C 0-Ld 00 N \. • --1 amc�0 U cr %TEMO 3TES3 3 SEE ATTACHMENT DETAIL 'B' FIG. D = Z rb O M Cl' O�— m a Z ^ U a T RAL cr av0 ALUMIR00 CPANELSRUC U ULATED O U N EXISTING HOUSE `„�' 00 w 3TES4 8 —Q.+ O m 7'-0" �y E- FIG. Jt N.F OD 00 Z O :2 N N SEE PANEL ►� n n w SPLICE DETAIL V] 3 ° un Q �.. H SEE SCREW Q z Z PATTERN DETAIL o Z W vz0ix C O J Z Q IE MO FLOOR PANEL E"� N U d LL 4 x 4 PT POST SIZE MAX°w"ME) (SEE PLAN VIEW) V-10" (2) zxlo PT LOADBEAM FULL 4'-0" PIER HEIGHT' ABOVE DECK LENGTH W/SIMPSON AC MIN H GRADE MAX. 6' CONNECTOR OR EQUAL. w SIMPSON ABA 44 POST p SHOE OR EQUAL ATTACHED 2 x 10 LAGGED TO STRUCTURE Z F- .' > PER MANUFACTERER SPECS. W/ 2X4 LAGGED AS SHOWN 3'-6' WOOD FRAME: E 5/8" GALV LAG BOLTS 0 16" o O/C - STAGGERED. a P MASONRY BLOCK OR Q N CONCRETE WALL: CL a LEDGER THRU-BOLTED TO z w O NOTE: STRUCTURAL DIAPHRAM o :3 Z W ALL EXTERIOR STRUCTURAL LUMBER Gi 0= o TO BE PRESSURE TREATED 9 ' a N _ SECTION A ° Eli N FLOOR 1 1/2" SCREWS � PANEL O 6" 0/C w N 8' SIP DECK a r TEK SCREW ua , o lL N 5/8" GALV p r14 2 x6 JOIST LAG BOLTS w o = Vl CD FL SPLICE DETAIL LEDGER DETAIL 1 nAr1. Zr, D C F w Of Of n n 3f 6/22/04 12:47 TEMO, INC. STEVEN SALTER (586) 412-6012-*JACK 7777 7 7 777 m En -0■ r r m D — Z D D I uCS�o �, D NOBS C3 0 O tj p r ZC u �ZC ,(AC V> D (p0 n0VI i 1 -< Z 2 D t z m F N �M M 1 O C A n IA N IEALER: HOMECOMF 04W7908 PH. t TEMO SUNROOMS, INC. ROBERT A. WALZ, PE GUDITIS 20400 HALL RD 20400 HALL RD 50 ELUNCTON RD CLINTON TWP, MI 48038 CLINTON TWP, MI 48031 FLORENCE, MA 01062 PHONE: (586) 286-0410 (877) 218-8366 X287 )RAWN BY:STEVE SALTER DATE:06/22/04 SCALE:NONE FAX: (586) 286-5409 LIC # 34885-C 0447908 06/22/04 B I L L O F M A T E R I A I 1-877-218-8366 `` HOME COMFORT NOW, LLC 1 n C • FAX (586) 286-5409 NOTICE : 2 9HPT0: �c O SENT BY: JACK LANDRY, 19 ON: 6/21/2004 THIS JOB HAS NOT BEEN CONFIRMED. w ADDRESS: 13 HIGHLAND STREET PLEASE FAX AN APPROVAL WHEN READY TO ORDER. PROCESSED BY: STEVE SALTER x239 T CITY EAST HARTFORD Sr Cr Zp 06108 RELEASE APPROVED BY------------------- o 860 610-2025 FAx 860 N 282-0230 CHECKED BY: o o 0 N LEAD SOURCE: ALUMINUM ON BOTTOM JOB NAVE GUDITIS P.O.1 SCHEDULED SHIP DATE: DATE SHIPPED: PRINT OF DECK PANELS TRIM COLOR: a NOTES: ROOF SIZE: 11'-0" x 16'-0" SANDSTONE TRACKING #: 2004-0138-224 DECK PANELS Orr Dry GAUGE DENSITY p ORD s1VPEo ❑ROOF PANELS ROOF LOAD 35 P.S.F. 0.032 2 L6• O0 4"X4'X. an lLT 84 0 OAD D.C. 96.00 L 6"X4'X120.0 3.5 ROOF COMPONENTS 3" 4 I/4' Fsruolo 8"x4'x. 4' x11'-0" 4 WALL FRAME WINDOW STYLE WALL PANEL WALL PANEL x (/A woomms COLON INTERIOR FINISH EXTERIOR FINISH Z X w 3 SAN 3" GLASS & SCREEN ❑e z oe z 20' WHITE HANGING RAIL �- 1 ■SAN TEMKOR ESAN TEMKOR 20' GUTTER W/CTA 41j GUARD-6 1 WINDOW/DOOR SECTIONS PLEASE SPECIFY HEIGHT OTD ac. FILL PANELS: W X H OTp o.c. ROOF CLEATS 13 17 20 3 3 X 44 x 96 1 CATHEDRAL CLEAT - 17' 3 X . 22 x 84 1 13' C-FASCIA 2 NA 4 X 8 1 x x 20' C-FASCIA H 4 X 7 1 OF 2 LINEAL COMPONENTS 2" X 6" X 16' DECORATIVE BEAM/POST 5 X 8 2 OF 2 16' BASE/CAP EXPANDER 2 3" X 3" X 20' POST W/SHOES F 5 X 7 1 20' BASE/CAP EXPANDER 2 DOWNSPOUT KIT X 20' FEMALE 1 DELUXE IG SKYLIGHT X - ROOF TEK W/PLATE 50 - FIXED LIGHT 10.0 X 8 16' CORNER 1 FIXED LIGHT 18.5 X . 20' MALE #6 x 1 1/4" SELF-TAPPING SCREW 25 FIXED LIGHT 24.0 X . 20' HEADER EXP. 08 x 1/2" TEK SCREW, PHILUP5 SWAB W 500/300 5' PATIO DOOR 20' ELECTRICAL MDG. 3 MASONRY DRIVE PINS OR 3 1/2" LAGS 0 5' P.D. OPENING X . 20' YERIICAL RACEWAY W/CAP 1 SOLAR SEAL ■WHITE ❑9RONZE ■SANDSTONE 12/12 c�T N 6' PATIO DOOR 20' ANGLE (1") CIO x 2 1/4' r.P. SCREW 50 6' P.D. OPENING X , 20' EZ TRIM SPLINE 8' PATIO DOOR 16' EZ TRIM AFTER-CARE KIT W ROLLER ASS Y FIELD KIT 1 fV N 8' P.D. OPENING X. 45' ADAPTOR 15' TOUCH-UP SPRAY OR PEN OR BOTTLE :o FULL VIEW R LH 1 20' WALL STUD DECK PANEL SCREWS 8" 40 3' OPENING:36 x 80 x 8 1 I INSTALLERS LAYOUT SKETCH VERIFY ALL FILL MEASUREMENTS BEFORE CUTTING NOTICE : THIS JOB HAS NOT BEEN CONFIRMED. PLEASE FAX AN APPROVAL WHEN READY TO ORDER. RELEASE APPROVED BY___ CU N CUSTOMER: HOME COMFORT NOW, LLC o � Z JOB NAME: GUDITIS Cn 3" WALLS � n o w F-71 o 10,_0„ U 10,_0„ V) F)l In Ln U z r w co 44.5 Cl 55 [l 44.5 [ 0 7 7 U W 7 O TZ d 140_0„ N (V (O ° NOT TO SCALE 00 N O N Q, 'w ° ICBO EVALUATION REPORT PFC-5176 ICBO EVALUATION REPORT ER 5262-P NER-567 111 LOCI ■ # 6/22/04 12:40 TEMO, INC. STEVEN SALTER (586) 412-6012-31-JAC.K ■ m U r mj m n m 0 0 > � 0 z z z z z0000 o cn cA (A cn 0000 z z z z m m m m CD I 0 D MOONIM .,9'4D MOONVA .99 Ln r*, z D (A c I f = > z ° o m rn m O Tl m � (� n z 4; O m O Zp 0 $ rm z CD � c/) D Q r. D m U D �_ Z z v 0 - 55=W1 WINDOW 10" WIND. SWING DOOR O I C C, -0 M Oi z D °;xm r mZpcn A 0 mm .. z �oM �>z(A Z r D r X x C) D �Q -j ma --f o° ZZ = 0 z0 Dm a � z m 1 U) iEALER:HOMECOMF 04W7908 PH_ ) TEMO SUNROOMS, INC. ROBERT A. WALZ, PE GUDITIS 20400 HALL RD 20400 HALL RD 50 ELUNGTON RD CLINTON TWP, MI 48038 CLINTON TWP, MI 4803E FLORENCE, MA 01062 PHONE: (586) 286-0410 (877) 218-8366 X287 IRAWN BY: STEVE SALTER DATE:06/22/04 SCALE: 1/4"=1' FAX: (586) 286-5409 LIC #34885-C ;If 6/22/04 12:36 TEMO, INC. STEVEN SALTER (586) 412-6012-*JACK 1/1 P 1 •R n �• qN m Z. N v O a • a f7 • �E m z• � r 1 { O O I_ O > I O O x O x r O TEMO 6" STRESS SKIN _PANELS A j -TI rn 2 x 6 PANEL SPLINES 0 4-' 0/C D z N N 0 X rri D N L/) (A ri m c) 7 O _ z z r- 7 Z c� m O o *, > C '- T1 D D D z � z D n cn n ~ U.1 Z O 2 0 C CA m z O r- < N C7 O m z C A Z cn m -i U Z7 Z z N m m > 6- m (= m m N Oi 1 a )EALER: HOMECOMF 04W7908 PH. ( ) TEMO SUNROOMS, INC. ROBERT A. WALZ, PE GUDITIS 20400 HALL RD 20400 HALL RD 50 ELLINGTON RD CLINTON TWP, MI 48038 CLINTON TWP, MI 48031 FLORENCE, MA 01062 PHONE: (586) 286-0410 (877) 218-8366 X287 )RAWN BY: STEVE SALTER DATE:06/22/04 1 SCALE:NONE FAX: (586) 286-5409 LIC # 34885-C w O w Q_ 00 X J a � co Cl 3TES3 3TE53 3 FIG. I SEE ATTACHMENT DETAIL 'B' FIG, D = z 0 M L O O n m .- z N U TEMO ALUMINUM CLAD STRUCTURAL Of NN U � :1'� ? INSULATED ROOF PANELS N O U N EXISTING In HOUSE as ° o in 37ES4 + w 8 _0 ococo 00 1 1 FIG. Ji 7 - R'-+ 4M w ¢ Z o SEE PANEL ►� Ct cD p w SPLICE DETAIL 3 w in 00 w SEE SCREW = z PATTERN DETAIL 8" `�+ 00 0� Z W .rz05x O J Y Q TENJO FLOOR PANEL j E- N U IZ L.- 4 x 4 PT POST SIZE PER P ANN HMEWI (SEE PLAN VIEW) V-10" (2) 2x10 PT LOADBEAM FULL 4'_0" cj " PIER HEIGHT ABOVE DECK LENGTH W/S1MP50N AC MIN ,za GRADE MAX. 6" CONNECTOR OR EQUAL. w 51MPSON ABA 44 POST oz SHOE OR EQUAL ATTACHED 2 x 10 LAGGED TO STRUCTURE Z Fw- ti PER MANUFACTERER SPECS. W/ 2X4 LAGGED A5 SHOWN 3'-6" ° WOOD FRAME: C3 E 5/5" GALV LAG BOLTS ® 16" a t O/C - STAGGERED. o MASONRY BLOCK OR v Q N cq CONCRETE WALL: a o LEDGER THRU-BOLTED TO o w o NOTE; STRUCTURAL DIAPHRAM o � z dw o ALL EXTERIOR STRUCTURAL LUMBER 3 0 TO BE PRESSURE S. 0/C TREATED 9 ' o N d FLOOR 1/2" SCREWS P SECTION cr PANEL�- �O 8 SIP DECK A TEK SCREW LL et � N 5/8" CALV U cl 2 x 6 JOIST LAG BOLTS w N � o � EL SPLICE DETAIL LEDGER DETAIL nvn nit nnnE i nnn. Z� D C Q r in ■ 6/22/04 12:47 TEMO, INC. STEVEN SALTER (586) 412-6012-*JACK r F9 Z D 1 - 1 xv) goa -uZMo az C) N m o p r Z c$ Z c a� om opz ,vt v nA A a �rn° Z m0� �nmw� oCA Zza rz mm o o C n r ;u Ul Ul IEALER: HOMECOMF 04W7908 PH. ( > TEMO SUNROOMS, INC. ROBERT A. WALZ, PE GUDITIS 20400 HALL RD 20400 HALL RD 50 ELUNGTON RD CLINTON TWP, MI 48038 CLINTON TWP, MI 48031 FLORENCE, MA 01062 PHONE: (586) 286-0410 (877) 218-8366 X287 E FAX: (586) 286-5409 LIC # 34885-C IRAWN BY:STEVE SALTER DATE:06/22/04 SCALE:NON .r 04W7908 06/22/04 BILL O F- MATER 1 A !- 1-877-218-8366 U. M 0 , I n c . FAX (586) 286-5409 NOTICE : m SHIP TO: HOME COMFORT NOW, LLC �c 0 SENT BY: JACK LANDRY, 19 ON: 6/21/2004 J U 13 HIGHLAND STREET THI5 JOB HAS NOT BEEN CONFIRMED. w ADDRESS: PLEASE FAX AN APPROVAL WHEN READY TO ORDER. PROCESSED BY: STEVE SALTER x239 0 CITY PROCESSED HARTFORD ST CT ZIP 06108 o RELEASE APPROVED BY------ o° PHONE 860 610-2025 FAx 860 282-0230 CHECKED BY: - 10 N ry LEAD SOURCE: ALUMINUM ON BOTTOM JDa NAME GVDIT1S P.O.# SCHEDULED SHIP DATE: DATE SHIPPED: PRINT OF DECK PANELS NOTES: ROOF SIZE: 11'-0" X 16'-0" SANDSTONE TRIM COLOR: TRACKING #: 2004-0138-224 DECK PANELS OTY QTY GAUGE DENSITY ,p r «+O SHIPPED ❑ROOF PANELS ROOF LOAD 35 P•S.F. 0.032 2 L8. 00 l _T 4"X4'X. OTY Rn 96.00 84.00 ORD ac. 6"X4 X120.0 3.5 ROOF COMPONENTS 3" 4 1/4" FsruDlO 8"x4'x. 4' X 11'-0" 4 a wAU FRMIE WINDOW STYLE WALL PANEL WALL PANEL X• (//) n OOM COl-OR INTERIOR FINISH EXTERIOR FINISH X w 3 SAN 3" GLASS & SCREEN ❑e z ❑e z 20 WHITE HANGING RAIL 1 V) ■SAN TEMKOR ■SAN TEMKOR 20' GUTTER w/crA 4,j GUARD-6 1 • WINDOW/DOOR SECTIONS PLEASE SPECIFY HEIGHT OTY ac. FILL PANELS: W X H OTY D.C. ROOF CLEATS R3 17 20 3 ORD ORD 3 X 44 x 96 1 CATHEDRAL CLEAT - 17' 3 X . 22 x 84 1 13' C-FASCIA 2 NA 4 X 8 1 x • x 20' C-FASCIA ti 4 X 7 1 OF 2 LINEAL COMPONENTS 2" X 6" X 16' DECORATIVE BEAM/POST 5 X 8 2 OF 2 16' BASE/CAP EXPANDER 2 3" X 3" X 20' POST W/SHOES F 5 X 7 1 20' BASE/CAP EXPANDER 2 DOWNSPOUT KIT X 20' FEMALE 1 DELUXE IG SKYLIGHT X ROOF TEK W/PLATE 50 FIXED LIGHT 10.0 X 8 16' CORNER 1 FIXED LIGHT 18.5 X . 20' MALE #6 x 1 1/4" SELF-TAPPING SCREW 25 FIXED LIGHT 24.0 X 20' HEADER EXP. 08 x I/2" TEK SCREW, PHILUPS = QS W 500/300 5' PATIO DOOR 20' ELECTRICAL MDG. 33 MASONRY DRIVE PINS OR 3 1/2" LACS 0 5' P.D. OPENING X 20' VERTICAL RACEWAY W/GAP 1 SOLAR SEAL ■WHITE ❑BRONZE ■SANDSTONE 12/12 ry6' PATIO DOOR 20' ANGLE (1") FO x 2 I/4" r.v. SCREW 5fl 6' P.D. OPENING X, 20' EZ TRIM SPLINE 8' PATIO DOOR 16' EZ TRIM AFTER-CARE KIT W ROLLER ASS Y FIELD KIT 1 C4 �Q 8' P.D. OPENING X. 45' ADAPTOR 16' TOUCH-UP SPRAY OR PEN OR BOTTLE FULL VIEW RH LH 1 20' WALL STUD DECK PANEL SCREWS 8" 40 3' OPENING:36 x 80 x8 Im m 0 HOME COMFORT NOW LLC You've Waited Long Enough me 13 Highland Street•East Hartford,Connecticut 06108 Woo 1-860-610-2025.1-877-SON RAYS(766 7297) CO fort 1w email:save @homecomfortnow.com U.0 CT Lic.#HIC562214• MA Lic#138969 • RI Lic.#17634 A2771NT SUBMITT I HOME PHONE WORK PHONE❑Mr. rs/ TE -I "7 STR T CELL PHONE ❑Mr. ❑Mrs. C ATE AND ZIP COD BUYER EMAIL WE HEREBY SUBMIT SPECIFICATIONS FOR:(only check purchase items) YEAR HOME BUILT PLEASE MARK _PFyTIQ SIZ _ COLORS PERMIT ALL_S,IZES TEARDOWN Ate, ❑ ROOF: RITE SURVEY EXISTING SLAB ❑ TFmn R nQR In 141 FASCIAfTRIM/FRAME: ❑WHITE MOVES FROST WAII ❑BRONZE XANDSTONE DRYERVENT ❑ - Va ❑ PIERS-To Code ,._.� � NEW.$ g$IZE SPIGOT (� SKYLITES-no. ❑III INSULATION .TL-a—fir -I WALLS _ /t� -/ I iJ ❑ _ --TEMKOR MILCOR ❑ RDOF �� IN FILL TO EXISTING CONDITIONS PRICING BREAKTHRU ❑ �2JOOR TRANSOMS P STANDARD ELECTRIC S,TEPDOWN r DOOR ❑ 8 ❑ 12 / ❑ OM ADDITIONAL ELECTRIC FINISH BACK WALL SKIRTING CEILING FAN HOOKUP X1 --❑ TRAP ST To Code ELECTRIC RACEWAYS R�O-yOF STYLE IL WIDTH OFS EPS 05* :*34,Z- IG GLASS /JL�-/�� 'i �/�' / ELECTRIC FIXTURES RAILING Lf. ❑ FRONTWALL J PROVIDED BY CUSTOMER ❑ 2"WALL 3-SEASON SCREENS ONLY❑ GLASS&SCREENS❑ IG GLASS❑ CASH❑ FINANCING OF❑ /)CIS"WALL SCREENS ONLY ❑ GLASS&SCREENS WI BV❑ ❑ SOLARIUM 3-SEASON GLASS&SC EEN❑ CONSERVATORY ❑ �-�G TOTAL PRICE: OTHER WORK: V 1 ra WORK EXCLUDED-ELECTRICAL Sry VICE,METER MOVES,PAINTING,STAINING WE PROPOSE hereby to furnish material and labor-complete in accordance with above specifications for the sum of: � IDG. PAYMENT DOWN _ 45%REMEASURE __ 45%DELIVERY UPON JOB COMPLETION INITIAL AMOUNT 4-� e,.�j I c�7/�C:1 �'Jam' �- $1500 w/o BUYERAGREESTO PAY FORJOB IN FULLATTIIMME OLFCONSTRUCTION COMPLETION. $900 at room comp R1 o An REJECTION OFAGREEMENT /� cl Home Comfort Nary LLC reserves the right to cancel this order it engineers and/or municipal codes decide the job as sold will not afford proper installation. all nE Authorized Signature — Date — Work scheduled to be started approximately 6-8 weeks after remeasure check and permit received. Home Comfort Now,LLC will not begin the work or order th ateri 5 before the third day following the signing of this Agreement,unless specified here-in writing. Home Comfort Now,LLC will be i t wor on or about (date). Barring delay caused by circumstances beyond Contractor's control,the work will be completed by (date). he ner hereby acknowledges and agrees that the scheduling dates are approximate and that such delays that are not avoidable by Con ractor shall not be considered as violations of this Agreement. THIS ISACONTRACT,NOT AN ESTIMATE. YOU,THE BUYER,MAY CANCEL THIS TRANSACTION ATANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAYAFTER THE DATE OF THIS TRANSACTION.SEETHE ATTACHED NOTICE OF CANCELLATION FORAN EXPLANATION OF THIS RIGHT.(SATURDAY IS A LEGAL BUSINESS DAY IN CONNECTICUT.)THIS SALE IS SUBJECTTO THE PROVISIONS OF THE HOME SOLICITATION SALES ACTAND THE HOME IMPROVEMENTACT. THIS INSTRUMENT IS NOT NEGOTIABLE. Work will not begin until your right to cancel has expired and you have paid a deposit of lYa� H� �� + r� dollars ($ 9�.1 ),unless this agreement provides otherw'yse'// ke ch a payable o Home Comfort Now L only. Signature of Home Comfort Now,LLC authorized representative: Rea Reg.#I�ig Definitions:"Company"and/or"We"is defined as Home Comfort Now LLC of 13 Highland Street,East Hartford,Connecticut. "Buyer"and/or"You"is defined as the person or persons purchasing home improvement services from Company,according r --�---- - -- ..; he attached specifications."Agreement"is defined as the within Contract,executed on the date hereof,together with -- =- he specification consisting of two(2)pages."Work to be Performed"is defined as the home improvement services '- _f e provided to Owner ompany,as more fully set fo ttached specifications. a j nature of Buyer(s): w Xo f1 NOTICE OF CANCELLATION Date of Transaction ,?S Z� tx I1 y1 U MAY CANCEL THIS TRANSACTION, WITHOUT ANY PENALTY OR OBLIGATION, WITHIN THREE BUSINESS DAYS FROM i �� E ABOVE DATE. IF YOU CANCEL,ANY PROPERTY TRADED IN,ANY PAYMENTS MADE BY YOU UNDER THE CONTRACT OR r S LE,AND ANY NEGOTIABLE INSTRUMENT EXECUTED BY YOU WILL BE RETURNED WITHIN TEN BUSINESS DAYS FOLLOWING Cl BY THE SELLER OF YOUR CANCELLATION NOTICE, AND ANY SECURITY INTEREST ARISING OUT OF THE 1a T ANSACTION WILL BE CANCELLED.IF YOU CANCEL,YOU MUST MAKE AVAILABLE TO THE SELLER AT YOUR RESIDENCE, mrj SUBSTANTIALLY AS GOOD CONDITION AS WHEN RECEIVED,ANY GOODS DELIVERED TO YOU UNDER THIS CONTRACT �= R SALE; OR YOU MAY, IF YOU WISH, COMPLY WITH THE INSTRUCTIONS OF THE SELLER REGARDING THE RETURN -SHIPMENT OF THE GOODS AT THE SELLER'S EXPENSE AND RISK. IF YOU DO MAKE THE GOODS AVAILABLE TO THE SELLER AND THE SELLER DOES NOT PICK THEM UP WITHIN TWENTY DAYS OF THE DATE OF CANCELLATION,YOU MAY RETURN OR DISPOSE OF THE GOODS WITHOUT ANY OBLIGATIONS UNDER THIS CONTRACT.TO CANCEL THIS TRANSACTION, MAIL OR DELIVER A SIGNED AND DATED COPY OF THIS CANCELLATION NOTICE OR ANY OTHER WRITTEN NOTICE OR SEND A TELEGRAM TO: HOME COMFORT OW LLC,at 13 Highland Street, East Hartford, Connecticut 06232. NO LATER THAN MIDNIGHT OF Date I HEREBY CANCEL THIS TRANSACTION Date (Buyer's Signature) ome -.' CO 'fort U.0 Statement of Agent Authorization I hereby designate and authorize Home Comfort Now, LLC to act in my behalf as my agent in the processing of all permit applications and to furnish, as requested, supplemental information in support of this application for the residence located at: A7) 2'2i 1; Pte, IFA arC-'4-4CP MIf . 011062 As legal property owner, I (we) accept the legally binding nature of this permit application and acknowledge the ultimate responsibility of the owner in executing the conditions of the approval. I also understand that this authorization does not transfer ultimate responsibility for the approval to the (-X) ca'M. �- jjl,/, Signature of PropAy Own r Date S,-6 aka a 'S C�-O x Si ature of Property Owner Date S "'4 q_/Ale Board of Building Regulations and Standards One Ashhftoll I'LLU - .[Z00rij 1"01 Boston. Massacl.ILISC[tS 02108 Home ImiD rove tuent Contractor Registration Registration: 138969 Type: Ltd Liability Corporation Expiration: 6/2/2005 SUNROOM DESIGN CO, LLC. SAMUEL FLORY 13 HIGHLAND STREET EASTHARTFORD, CT 06108 Update Address and return card.Mark reason for change. Address [-] Renewal 1-1 Employment Lost Card Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT' CONTRACTOR before the expiration date. if found return to: Registration: 138969 Board of Building Regulations and Standards -,Expiration:. 212005 One Ashburton Place Rin 1301 61, Boston,Ma.02108 Type: Ltd Liability Corporation SUNROOM DES"i&4_00,LLC SAMUEL FLORY"',. 13 HIGHLAND STREET-'-.' EASTHARTFORD,CT 06108 t. ----e Administrator Not valid without/.g..t BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR jl�" Nkunber:.CS 082905 '.i Bhthda �45 te: M11 0/1953 4 Exp.ir'es: O�8110/2006 Tr. no: 82905 w 1.7o J 4i, Restricted:..00 SAMUEL FLORY 11 1 IfGHLAND ST EAST I IAR rFORD, CT 06 108 Administrator li 0) 30 "T PLOT DRAWING Indicate location of addition or accessory building with dashed lines A I I 1 r Rear yard 1 feet 1 1 Ac&- Sideyard I / feet Sideyard j (0 feet E — — — — — — — — — — — — — — HOUSE <- - - - - --- - - - - - - - -� � s 1 o Front yard feet Lot frontage feet 1 1 W Property Line • i I TOWN RIGHT OF WAY I Street Line I --------------------------W --�—,Q--------------- STREETI Information supplied by: Mark North Point i O�'SH�1P�0 �� ► "$ (lity of Wart4aniptart �3l SACt�li8ttt5 s DEPARTMENT OF BUILDING INSPECTIONS INSPECTOR 212 Main Street • Municipal Building Northampton,MA 01060 r HOME OWNER EXEMPTION ACKNOWLEDGEMENT The State of Massachusetts allows the homeowner the right under 780CMR 108.3.4 to act as his/her construction sups. ,,;sor. 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 any 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 pour), 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 occupancy until the work can be inspected. 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. Failure of the individual trades to secure the permits and inspections as 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 04�✓�ld!>TO � C1-zz�l z�f la rfljalllpfLill 6 fr'1�[35ACll tt5rlla ._ m DLI'ARTMEN-F OP EUILDDJ G INSPECTIONS 212 Main Street ' Municipal Bui!cling _ Northampton, Mass. 01060 WOMCER'S COMTENSATION INSURANCE AFFEDAVIT i, %:ilia a principal place of busiressJres dente n t' do hereby CCI—Lu)': urlr!GJ- the hialS .ana pcll31t1CS C?1 pCfJll(��, 1 affil an enaployei- pFoviding the r011o'.ViIlt, v.,ol'}:Clss compCl]SaUOtI coverf!JC for IIly elllployces working on this job: ,C"�)L_ :>-Af'77 r, 40 5 ansarancz: Compam') (P 0 c.Ntinbcr) ("ta. ,ir tio_ Date) I 1 a sole proonetor, VeaPra± C0:1=.C`cr h0_ eo%-Yuer (ClIde one) and have aired the contractors LSte�, beiovv tll�' `0 U'- .P: ' Pr -S. v �'Oftt S GOtr JeIISi :O! ,;�!J,,.,,_. (Na-me of C-0., 1Ctor) �n L�.'1C t 01:?^':;iiPG�]Lj NufIltYi) (Name of Contractor) -- (Iaslr rcc Co:lpai-ly/To!1Ci Number) (F^' r lion Date) (Name of Contractor) (lI] C*3i1CC t_O ':L�:i/i?0!;Cj IvU1L1;2;) ti,ii it Dal,) - ('Name of Cont-�lctcr) — Jasutatic-_ Comp ;};Policy Nu.mi;_r} - (I:):ni-tio- Date) ("IL1G1:_d.i1::C`C:11 S;:-rt::t:r.'�..<_...•.:7:i_:'�:- - - _ =-_._:..:,.-. + I � (_ ilIIl a sole })rOpIICtU!" �'_:td havC; no on'_- '.,'C;r�.!iih tol lI1C_ NO rF::picvsc t c auk c Lta:.4i'i =r_n:r_'m Cr:c,;a t ";i c.._ .ct!i. not trtcte th.o three uniu in tct dt he l .i=..1Z r 3 a;'` ;;^s z •r cr r1 LhcC.c c C n{ >ra11V err::: :: :o h c5:ployc3 un.'_s ilv tvca;e sec x-�:e:im Pc (<-L152 •!(Sl ._a:i y a hntnco«ncr:or a L_-';c Cc legal etatuj;of an cnployx unuer LLB WcYYc1�Coi,wr ition .cL I und.c_•-ttiad that a cmy of thi' ctstc.s•r"�y be forw1vdoJ to t�l 13j r t>c d of lnd tirml Ati-iLmtf Oil—of 1::::-irzrrio for tam 00vr-R&C vetific:1ioa and that f.ilum to t c e m"-r_;urd::seam 25A of M01,152 C=lc--,j to tlx iMr,-Dsitiao of c r l pa al::a e isiing of a fine of up to S 1_S00.00 an 'or c::t ri-r._t�.r1 of::p to cn:j- e:.1 civil Ix-mI irl in�c f(i n Of a S!c-,`Vcri:Or" ar.d a f C of S 100.00 a day flop--. Fc�t-tS�:uvtrxtsl u�c oily ` -;, PcrmitNuultxzr __ W.. 0 , i I SECTION 8 CONSTRUCTION SERVICES' 8.1 Licensed Construction Supervis�or::,,�,�q� Not Applicable ❑ Name of License Holder License Nu ber 0/ o to HAI ct- ()(, 16S Add r Expiration Date _ (��cJ G r o Signature Telephone Re e``'eAA orn rsm uem'en °on ra'cto _ L4 Not Applicable ❑ COMDany Name [� Registration N tuber 1�1 t47 11 Address Expiration Da e Telephone b© r0 Y ECTIOH30 WORKERS' COMPENSATION INSURANCE AFFIDAVIT(R: L..,c. 152, §25C(6)) ,a. Workers Compensation Insurance affidavit mus.be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance oft uilding permit. Signed Affidavit Attached Yes....... No...... ❑ The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)fami:ies 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 faun 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 a d Local ng Laws and State of Massachusetts General Laws Annotated. i Homeowner Signature y SECFf07�1 SR PST OIVOFPROPOSEDWORK� checkall a I+cable : °`�•."`sa` ..x,�` ' ..:.... .. .. .:'... ��;4"-�' :d:�...'°`.. ,...�_2;,.rr.: _ ,..,.:....rN�'!s' wa'°"a,`: >.�aw. .�w."ma"�,r`�'v� New House ❑ Addition ❑ Replacement Windows Alteration(s) ❑ Roofing 0 Or Doors ❑ Accessory Bldg. ❑ Demolition❑ New Signs [ ] Decks [ ] Siding[ ] Other [ Brief Description of Proposed Work: (ecrC9— It 0 4 (4 5 (4enf-A ((�01►k t Alteration of existing bedroom Yes No Adding new bedroom Yes k No Attached Narrative D Renovating unfinished basement Yes c:4' No Plans Attached Roll D- Sheet D a„ fi - e, Dose. duo =-dd,:tiron toy x,R ng hor�sing campte e" tre fol1,ow,:n; 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? r II d. Proposed Square footage of new construction. 1 +0 dimensions e. Number of stories? f. Method of heating? r10 N C Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. '''~ Mascheck Energy Compliance form attached? h. Type of construction !�U � i. Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. floodplain Yes C><—No l j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? C Yes No . I. Septic Tank City Sewer Private well City water Supply SEC1�0�,��"��Ol�f F�lER�17Tt10RIZATION TO BE COMPLETED WHEN R-,' L- ES I FOR BUILDING PERMIT I. as Owner of the subject property hereby authorize to ac:. on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date 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. Signed under the pains and penalties of perjury. r� O D 0 - E—�-- Print Na ,30 A Signature of Owner/Agent Date i i Section 4. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION i Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage i Setbacks Front 30 Side L: R: Rear Building Height / Bldg.Square Footage % Open Space Footage % (Lot area minus bldg&paved 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 DONT KNOW YES IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO X DONT 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: City of Northampton Building Department 212 Main Street Room 100 Northampton, MA 01060 r phone 413-587-1240 Fax 413-587-1272 APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A OI� f4LJ#D1 L s J t 14 3 0 2004 SECTION 1 SITE INFORhIATION Tfrrso� 1.1 Property Address: x M „ 5 , �. u' x � ''0 50 1 1 I C L C i r'1 Q r-) 10 l� Elm .Dist' `�.. C� isErac� ? SECTION`2-PROPERTY`OWNERSHIPJAUTHQRIZED AGENT 2.1 Owner of Record: Al l e �- F)ar l eaz, ('X'w +r s I'�q b yl rents ft, Name(Punt) Currentt M �I1'�g Add j� �[ 9-1 Telephone Signature 2.2 Authorized Agent: Ufwf 1-MV , Ct- Q ooh Name(Pri t) Current Mailing Address: Signature Telephone SECTION3- ESTIMATED CONSTRUCTIOWCOSTS Item Estimated Cost(Dollars)to be OfFicial Use Only completed by ermit applicant 1. Building © — �46),Burtding Permit Fee 2. Electrical .Estimated Total Cost of Q ,Construction'from (6)3. Plumbing Building`,.Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 6. Total = (1 +2 +3 +4+ 5) °Check Number °` This Section For.Official Use,Onl Building Permit Number: Date Issued: I Signature: Building Commissioner/Inspector of Buildings Date File#BP-2004-1347 APPLICANT/CONTACT PERSON HOME COMFORT NOW LLC ADDRESS/PHONE 13 HIGHLAND ST EAST HARTFORD (860)610-2025 PROPERTY LOCATION 50 ELLINGTON FD MAP 29 PARCEL 444 001 ZONE URA THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Buildinp,Permit Filled out 40 40 4:A Fee Paid T_ypeof Construction: CONSTRUCT 10 X 14 SCREENED ROOM&DECK New Construction Non Structural interior renovations Addition to Existing Accessoly Structure Building Plans Included• Owner/Statement or License 082905 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFOYIMATION 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 El treet Commission 1� Signature of Building Official Dat 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. 50 RU,INGTON RD BP-2004-1347 GIS#: COMMONWEALTH OF MASSACHUSETTS Map-,Block:29-444 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: BUILDING PERMIT Permit# BP-2004-1347 Project# JS-2004-2023 Est. Cost: $25889.00 Fee: $50.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: HOME COMFORT NOW LLC 082905 Lot Size(sq_ft.): 13068.00 Owner: GUDITIS ALAN J&DARLENE A Zoning:URA/WSP Applicant: HOME COMFORT NOW LLC AT: 50 ELLINGTON RD Applicant Address: Phone: Insurance: 13 HIGHLAND ST (860) 610-2025 WC EAST HARTFORDCT06108 ISSUED ON:812104 0:00:00 TO PERFORM THE FOLLOWING WORK.-CONSTRUCT 10 X 14 SCREENED ROOM & DECK POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: 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• Receipt No: Date Paid: Check No: Amount: Building 8/2/04 0:00:00 1049 $50.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Building Commissioner-Anthony Patillo