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Home My WebLink About36048 SHADY BLUFF LP SVRF LOT 14 BLOCK 3 \\Tin THE SEI SEAL ON THE DRAWING(5) INDICATES STRUCTURAL ENGINEERING RESPONSIBILITY OF THE PLANS FOR COMPLIANCE WITH THE FLORIDA BUILDING GODS(2004 YV/ O6 SUP.) CHAPTER Ib(I30mph,EXP. "B", IMP. I.0,PART. ENCLOSED, INT.PRES.C0EF. +/-0.55)ONLY. GENERAL ARCHITECTURE,LIFE SAFETY,ACCESSIBILITY,ELECTRICAL, PLUMBING,MECHANICAL,ETC. IS THE RESPONSIBILITY OF 5439 Beaumont Center Blvd. OTHERS. THIS PLAN HAS BEEN DESIGNED FOR 130 MPH PARTIALLY Suite 1050 ENCLOSED,EXPOSURE "B", IMPORTANCE FACTOR 1.0. ADDITIONALLY,THIS PLAN DESIGN COMPLIES WITH THE INTENT FOR 120 MPH ENCLOSED,EXPOSURE "C", Tampa, Florida 33634 IMPORTANCE FACTOR 1.0 THIS DRAWING AND DESIGN IS VALID FOR A PERIOD OF I (813) 885-7744 YEAR AFTER THE DATE IT IS SIGNED OR UNTIL A NEYVER VERSION OF THE BUILDING CODE,HAVING JURISDICTION, IS ADOPTED,WHICH EVER OCCURS FIRST. I30 P "B"-O6 14 DRAWING INDEX ORDINANCE SHEET NO. DRAWING TITLE 'TllI SEBRING ' COVER AND INDEX AlA I FOUNDATION PLAN A2 FLOOR PLAN A3a FRONT ELEVATION A4a SIDE$REAR ELEVATIONS AD I INTERIOR ELEVATIONS [;II rE, AD2 BUILDING SECTION 4 DETAILS �R<ALt El ELECTRICAL PLAN ELEVATION 'A' ALL AP PL ICAB Fl FLOORING PLAN EL.EC I'RJ1 i " .1; MI MECHANICAL PLAN E(7,1 1A ¢ nre ₹ OSI OPTIONAL 052 OPTIONAL SAY EXTENSION MASTERMASTER BEDROOM 4-BEDROOM / 2-BATHS / 2-CAR GARAGE 053 OPTIONAL REAR DOOR @ MASTER BATHROOM S STRUCTURAL DETAILS PLAN # f0627 D DOOR INSTALLATION SHEETS W WINDOW INSTALLATION SHEETS R ROOF SHINGLE APPLICATIONS IN INSTALLATION SHEETS P PRODUCT APPROVAL CODES FINISH FLOOR ELEVATION SHALL COMPLY WITH ENGINEERED DESIGN AREA TABULATION TABLE (IN SQ. FT.) (CIRCLE APPROPRIATE) AND/OR CITY OF ZEPHYRHILLS LIVING COVERED OPTIONAL OPTIONAL BAY ORDINANCE. AREA ENTRY GARAGE PATIO COVERED LANAI EXTENSION 1920 30 440 110 153 27 /� TOTAL AREA UNDER ROOF l9<' , � STANDARD w/OPTIONAL W/OPTIONAL W/OPT. BAY �a s � COVERED BAY EXTENSION EXT. b'5, 17 LL LANAI k-COVERED 3(-A j f , ( LANAI STRUCTURAL ENGINEERING AND INSPECTIONS, INC. 7) 2390 2543 2417 2570 ISSUE HISTORY (SEI) NO. DATE VER oB�N DESCRIPTION• APPVD 16105 N. FLORIDA AVE, SUITE B, LUTZ, FL 33549 0ro3ros 4.0 4.I PLANUPD PDATE-S UPDATE DATABASE MN PH. (813) 849 5769 FAX. (813) 849 5770 03/23/06 IB PLAN EE SN 05/03/06 4.1 YNR ENGINEERING REVIEW OLD FL EB NO. 9196 12/28/06 2004 FBC W/2006 SUP. •'' P N f0G 27 THOMAS E. MILLER, PE, FLA. REG. NO. 56877 BYRON' K. ANDERSON, PE, FLA. REG. NO. 60987 SIGN NO. 4. 5-o3-a6 DATE 03/23/06 rw:s w.xrae oerwm oacmw.,ar rnure OPTIONAL 2628 DOOR g 3. h _ N 3%4 PAD.SEE SHEET OPTIONAL BAY EXTENSION. $„;S' NOTE:A FOUNDATION SURVEYSIIALL BE PERFORMED AND A OS3TONDPTBJLU. 5EEBnEE OS2PORDETA s. GMECK BO%IF THIS ECIC BO%IF THIS — --- __-- W� COPY OF TI-IF SURVEY SHALL BE ON THE SITE FOR Tt1E OPTION APPLIES TO ON APPLIES TO I I 3}' BUILDING INSPECTOR'S USE.OR,ALL PROPERTY MARKERS IMPALA)) mEPAN i �:.G N o 238' I 11-0' I 5'4' SHALL BE EXPOSED AND A STRING STRECI-IED FROM G MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. Al 6C ale o o OPTIONAL LANAI:SEE _ Y o X 9 2 4'-2' 3'-0' 5'-I' 6'- 1' 2'-8' I'-6' i I-6. 8'- P 8'i 5'g• Sh°ET 051 FOR DETAILS. CHECK BOX'.F THIS F OPTIONAL NC COMP. j j OPTION APPUE5 TO LOCATION SERVICED BY 4"PVC UNDER CLADA'C --I TILE PLAN. CHASE.(SEAL BOTh ENDS) COMP I ° I - - I I u ELEV_3-If2' i ? u v 11 v m G' `� Vai LLw 1 -- --P8:; F 1-_- II � V 34• II 1 j` p�11 KI ('�2X SEE STUDS @ ■ i _16OC.U.NO. i i t j - ' ih b ' '' _ IPERELEVATION 34'BEVEL - I z m LL u w 5"JAM (!)#5 RADAR /2"GYPSUM BOARD I 1 '- 'I 1 b 3-U2"CCNG SLAB j 1111 @ MC LOCATIONS I/4"X 3'TAPCON5 _ DRIVEWAY - I w O w 3-I/2'LONG STAB "-r fir,--i u _ s FINISM`D FLOOR 3-112"GONG.SLAB ■r L-y-, PROVIDE ELEC.CONDUIT IN N Q I SLAB WITn OPTIONAL - I Q Z i z _ 8'X 8'CONCRETE FOOTING 15LAND CABINET. �' ■ Ina O O x ° i j 1 W/(1)Y5 REBAR CONT. 2 I� • p m�'n �' 6 •v 112'ISOLATION 111 I in - - JOINT I II i 7'-1 3'-2' T-8' I F (2)#5 RECAP,CONTINCCUS I ,� ■ ' ---- -------- -- 1 ■ + (1)#5 REPAIR _ ____ CONTINUOUS z'I IE � __I I (2)#5 REBAK CONTINUOUS LO 1 1 I - I I I L_J�_J LJ I AI 1- STY EXTERIOR AI THICKENED SLAB Al GARAGE �'-� , I I I o DEL.51NK W/D15P. °1 I I MASONRY AT GARAGE DOOR RECESS o n OP LOCATION, �" " HB WALL FOOTING (NON BEARING) N5 �yJ1;; ;REFv��1 I SHOWER Kg 11 I'ICEMAKEq II y N NT5 ■ i - 1`� TILL" IL ____l DBL 5NK 11 �I j `� NT5 � I_____________ i W/DISP. LJ'J ■ 8'C.M.U.FINISH o n l 1 ' � PER ELEVATION 5'LAPMIN `^ ---1 ' I i 3-/2'CONC.STAB 3-1/2'CON (11#5 REBAR F C.SLAB ■ 1 I v /2"ISOLATION I `� _ 1 I I ^l 3-.'/2"CONC.SLAB FINISH GRADE FINISHED FLOOR I 1 I I VJ JOIM i 1; I ; 0 WISH GRADE ■ 1 �V\`=��1 j I ■ CONTINUOUS 'S 21'-5' 8'7' (1)#5 RE5AR - (3)#5 REBAR INUOUS CONT;NUOLS Y4 ■ i 1 I i i° Z THICKENED e EXTERIOR e MASONRY MM N A I A I A I 4°PVC UNDER 5138 AIC iiWA5Hi�i� I W SLAB EDGE DOOR SILL COLUMN FOOTING __'0- W ° i CHASE(SEAL BOTH ENDS) i.i i ■ ; ELEV:REF.a-a' i = vJ NT5 NT5 NTS ■ i OPT.LAUNDRY TUB Al - i 31/2'FIBER MESH CONC.SLAB i ■ o SEE SELECTIONS i OVER 6 MIL VAPOR BARRIER I W z 1I I FOR LOCATION 1 1 ON CLEAN,WELL-COMPACTED, i =Yp ✓✓ 3 ____ __________________ ____ ___ _______ _______ TERMITE TREATED,GRANULAR V III 1 r , I FILL i - - ry Tn III COMP _ 1 1 O — == 5 RECESS FOR OPTIONAL ——— -= 'DEEP CONTROL JOINT SERVICE DOOR:3/4'D I-------■ j 3/4'PVC UNDER SLAB LA SAG/CUT WITHIN 12 HOJR5 X 8W X 36'1_W/3'-0' NC COND.DRAIN INE. L= OF CONCRETEPLACEMENT X4-0'23-52 PAD. I 1 ELEV:-3 , L_ i I ■ CHECKBOXIFTM15 I I I I OPTION APPUE5 TO `U I w 1 I i Z THE PLAN � 1 3-I/2'CONC.SLAT _______■ i ; Q E U XUW1.4X W1.46WA o M I I AI Z OR F'5FK V I Al 0 I 1 ■ TYPICAL SLAB FINISH FLOOR ELEVATION SHALL ■� ----- -- - --- o COMPLY WITH ENGINEERED DESIGN 21 CONTROL JOINT AND/OR CITY OF ZEPHYRHILLS a HB (V r O NTS IJRDINANi. �•. I "DEEP CONTROL JOIM j I I O M `, ■ 1 24"X 12•X 16" I I 1 I ■ N SAWCUT WITHIN 12 HOURS ■ ■ '� �~"'\ i DEEP COLUMN PAD I 124'X I OF CONCRETE PLACEMENT. I M -1 FOOTING W(;3)#5 f-- � DEEP COLUMN PAD j O REBAR EA.WAY. LL, 1 N FOOTING W/(3)#5 r-5' 1 e-6• it-o' g� � 1 � REBAR EA.wnv. i o - v ISSUE HISTORY DRWN ■ ■■ ■ ■ ■ ____ ______ ■ ■ # O w NO. DATE VER BY DESCRIPTION' AFFVD ■ ■ ■ _ Z W 6i Z 10/03/05 4.0 2004 ARC UPDATE MC F ---- G ---- J w < a' 03/23(06 4.I 1B PLAN UPDATE-SEE DATABPSE 5), 2'-8' A 6'-8' 2'-8' Al 3'-2" 6'- (' 3'-3" a > 0 a 05/03/06 4 YNR ENGINEERING REVIEW OLC 'FT/TI J NA}n .� BUILDING iii 22-o 4'-a' 3' ALL APP`LI1 AJ3 F 31 LO "xis , 4(YO• SHEE El ECTRi;..4I r t 'F 1t` ti ti0- C ECG ( F)1F FOUNDATION PLAN. EI`' SCALE: 24x36: 114"=I'-O" 1 1 x 1 7: 1/8"=I'-O" 05-03 6 BLOC L9T 14 O GENERAL STRUCTURAL NOTES O _ OPT.17'-O'X 9-0"LANAISSg; ' 3« (SEE STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION) NOTE:ALL PLUMBING,ELECTRICAL AND MECHANICAL OPTIONAL 2N28 DOOR oPraNAL BAY EXTENSION SEE SHEET os1 FOR ROUGH-INS MUST BE COMPLETE,INSPECTED AND 0/3 F R DETAIL SHEET SEE SHFEECK BOX 053 FOR DETAILS. EIO LscX TES T IONAPPLIESTO PATIO EaEOXIFpW,; 8L FILL BLOCKSOUD. APPROVED BEFORE REQUESTING THE FRAMING CHECK BO%IF THIS mEPLAN I'-a•x lao' misoPHON #� zt �vft� INSPECTION. ❑OPTION APPLES TO APPLIES TOPIJJ p `q_isz m� Too 8M KNOCKOUT COURSE FILLED SOLID WI CONCRETE OR MORTAR THE PLAN I I'0. o 2 F II ₹D o 6 3 W/( )#5 REBAR CONTINUOUS UNDER WINDOWSILL.DO NOT SPLICE WINDOW SILL UNDER MULLION LOCATION. b A/C COMPRESSOR LOCATION O TO BE DETERMINED BY BUILDER! 6'-10' 12'-O• 14'-6' 6-8' PERMIT AUTHORITY OPTION.PAD SUPPLIED BY NC CONTRACTOR—.... , I -- -- - U i Z COMP B A M OA Z I iHD 8 AD @&-O"8'-0' 8080 SGD d I. �i ■ F-F1 r o INDICATES SHEAR WALL o JZ LL 0 z F 2 4'BUILD Ol/T 7'-6' ' BEHIND SHOWER; �+ INDICATES(i)#5 REBAR IN -- -- w"W5g LOCATE SHOWER 268 PKT OPTIONAL CONCRETE FILLED CELL PWMBING HERE CONTINUOUS FROM FOOTING 9'-9' 124 _ • D CENTER 2. W N LL z ul wa TO KNOCK-OUT LINTEL(TYP) - Cn w 0 m z v IDI ip Z >rwwy in IT MASTER BEDROOM " - Z 12'0'X 14 " FAMILY ROOM wQWQ CEILING @ 9-4" 17-0'X 14'-4• 6'WALL @42"AFF; ® 'WALL CEILING @ a = TEMPERED GLASS 9'-4' a Z SHOWER ENCLOSURE ■ 4' __ 6" Z WALL c a rc ��. 9 ASTER K.W.@42'AfF; 4O'AFF G.6, 6'-5' ■ - U ' r CENNG wl MARBLE CAP u o OPT. F- B PA15E0 - oO ■ 2 3068 3 0 l 16'WA L _ BAR ■m 8'NOM.KNOCKOUT 6"NOM.KNOCKOUT ___ - _ BLOCK(TYP) BLOCK(11'P) 8"NOM.KNOCKOUT 8'NOM.KNOCKOUT PLANT SHELF G I Ytl.1.C. 213. IF BLOCK(TIF) BLOCK(TYP) 122x36 CEILING T I 11 I it I `n I CE55 9-4° I 3 J_L_JJ L____� DI BEDROOM#2 HATCHED) ,,� I @ I D I L _- al -' LAI i()#500N#5 CONT.'.N K.O. ()#5 CONT.IN K.O. v 12'-a'X I'-8" I NOTE:SINK N DIY CAM BE 1 COURSE COURSE ___o __ RELOCATED 00 PTIONAL I I Ur I _ I IN K.O. (I)#5 CORD.IN K.O. ■ CEILING @ 9'-4' 1 � GLAND BAR I Lt_J■ FILLED SOLID COURSE COURSE _ _ r' A55 MBLY FI._LED 50LIJ F--- WITH COnCR�RE z I z A55EMBLY FILLED SOLID j } PUNT KITCHEN ,� R n1 WITH CONCRETE > —_ ASSEMBLY FILLED 501ID CONCRETE 10 " m I I CEILING @ 9'-4" z d Ln WITH CONCRETE ' CONT.PRECAST - ASSEMBLY FILLED SOLID Tom—-Tl iv o i 1 — 5HELP 2 N O &11t5 WITH CONCRETE (I)#5 COM.IN LUNTEL O3" '_ O' o BTH2 _-- RANGE ■ 8"NOM.PRECAST LINTEL 'RECESSED PRECAST 8"RECESSED PRECAST 8'KECF55ED PRECAST '^ (A m V NOM.PRECASTLINTEL ABOVE OPENING(TYPICAL) LINTEL ABOVE OPENING LINTEL ABOVE OPENING LINTEL ABOVE OPENINGIT CEILI -4 ABOVE OPEN ND(TYPICAL) (TYPICAL) (TYPICAL) (TYPICAL) o S 0r`0 Q IF m ---- '' ,f�l 8"x'U'DONS BEAM WI 8'X 5'PRECAST JTCEL 8'A 16"BOLD BEAM W/8'X 8"PRECAST LINTEL 858"PRECAST LINTEL W/(1)#5 REBAR D'S 14"BOND BEAM W/B'X 6"ACCESSED LINTEL 8•X 14'BOND BEAM WI N•X G'RECESSED UMEL s ■w 1. 5 W o D I J B-C'HIGH WALL �u O O O O O N 3 Tp OPEN ABOVE w CEILING @ 9'-4' 10 N 4'-1 I' 5'-8' ■ O y ■ N, -O" COLUMN TO I'-O• _ W 0 „` p `v a i 2'5' 3'4" CEILING_ I2__7 (Il (F=9 A55-MBLY F LED SOLID Og o w .tic r0 bl DINING ROOM p Z WITH CONCRETE "' '..P 0 17 8"X 8'-2" ,- @) ■ PLANT SHELF CEILING @ 9'4' oOA M )# O CONT.IN TOP = BEDROOM#3 (HATCHED) W U( E AND BOTTOM OF - 2%6 PWMBING PRECAST - CEILNG @ 9'4' w W O WALL Z• - m N B TH LI'G DRYER VENT RU . o ■ vJ @9 ROOF. -4' MAXLENGTP 25'-0' 18'4• W 8'NOM.PRECAST LINTEL _ 13'-0' 6' D z ABOVE OPENING(TYPICAL; ■ OPT.LAUNDRY TUB = 3 SEE SELECTIONS `° 8'AS PRECAST L"NTEL W/(2)#5 REUSE r!- , FOR LOCATION = LIVING ROOM o'/ 17'-8"X 10-6' , ro •rl O (\IEI:: c U� COMP III if 11 CEILING @9 4''- "' A M a oIL J LL__I USE 314'P.T. _ _ --- WATER HEATER PLYWOOD FOR OPTIONAL 2868 PSG) ■ PAN W!DRAIN 1`_- AH NC STAND. SI 112 GUS SERVICE DOOR i------ 0 EXTERIOR i -I r ATTIC AS;G€`.fJ��I 8'_I 2-4' 7-I ■ A z THIS aPAD. I B 21'-B' Lw_________J WATER HEATER LL CHECK BOX IF RELIEF VALVE FULL _______ _____ IJ OPTION SIZE TO EXTERNAL TRUSS DESIGNER NOTE: HEADER @ - AD2 d APPLIES TO PUN --- -- W/THERMAL EXPANSION ALLOW FOR UNOBSTRUCTED 8'-b"AFF = DEVICE VERTICAL RISE OF rVAC Q MECHANICAL AT GARAGE O WALL u J 068 B p FOYER 2e <L - CEILING �a PLANT SHELF @ I I'-2" @ 8'O'AFF 59 2 CAR GARAGE (HATCHED) is U X CEILING @ 9'-4' - BEDROOM#4!DEN IT N OD ? RE s2 RECESSED 2 CEILING @ 9'-4' _ N 4=< M 3068 O MASONRY MUST 12'5.L. E TIE-IN ITEMP) COLUMN t g 3 COLUMN f9 MASONRY 22U51 Z y� � F3� FT G i1 A i��.-�11 i.� 9'Y RAD.HEAD. ISSUE HISTORY BUILDING T DING ® TO I1'0Y D -a AFF @b' AFF r f35 p iOll'-aAfF Z �'yT C y 1 CJ, _ - UNTELABOVE TL APP!,Ii.�Tb1lLL BUILDING, G A G -- NO. DATE VER DRBWN DESCRIPTION' APPVD �TTLTETC� �Tpp 5r,K 1 �T}j F,,aLTpyT�T O - BEARI G ■ ■ P �Lii�l Sv.L;l'l�, i lw�'1~- iirC7 Z- PRESTRESSED 10/03/05 4.G 2004 PRC UP..ATE MC i -- _` (511-LEAF' F _-j G�JS M a > 0 a A 03/23/05 4.1 IB PLAN UPDATE-SEE DATABASE SN MECHANICAL CODES- 16 X 7 DVERHCAD DR. ■ ■ ■ ■ -- 05/03/06 4.1 YAAR ENGINEERING REVIEW OLC 2 RECESSED 3-0• 19-0• 3'-0" SHEET NO. 22'-0" 4'-8' 13'-4' •.a b 40'-0' J. FLOOR PLAN SCALE: 24x36: I/4"=I'-0" 11 x 1 7: 1/8"=I'-0" 05-03- P. _ - „�- 2 8 2006 ROOF VENTING INFO. BANDING NOTE: Tppp QUANTITY LINEAR FEET a₹(T - ALL DECORATIVE BANDING SHOWN ON THIS PLAN 15 HL N <§`�g- �6• TO BE SCORE CUT,USING A I/2'WIDE BY I/4'DEEP RIDGE VENT ---- 25 g n s SCORE LINE WHERE INDICATED ON THE ELEVATION. ANY BANDING LINE OFFSETS SHOWN ON ELEVATIONS ARE INTENTED TO HIGHLIGHT BANDING LOCATIONS OFF-RIDGE VENTS 2 ------- KEYSTONE DETAIL AND DO NOT INDICATE THE U5E OF RAISED BANDING. U OVERHANGS I 2'TYPICAL EXCEPT G @ GABLES. ui TAILCUT5:SQUARE Z O 0 LU00 DENOTES DESIGN WINDOW [n - 0 PRESSURES FOR COMPONENTS N z(z7 AND CLADDING J (�w m w� a s THE COMPONENT INDICATED FOR THIS PROJECT IS A SITE SPECIFIC RECESSED Q ca m UNTEL w ��X LL w z W y LL o PRE-MANUFACTURED SYSTEM. IT IS THE RESPONSIBILITY OF THE SPECIALTY 3-I/4'x 1/a• DENores wE1GnTED AVERAGE WIND � _ z w a ENGINEER FOR THE MANUFACTURER TO DESIGN THE SYSTEM, COMPONENTS, APcoNs PRESSURES FORCOMPON GE Fr'w n m a i 2X8 W/(2)I Od ❑ AND CLADDING(PAT) ? < w y CONNECTIONS, AND THE ATTACHMENT OF THE COMPONENT SYSTEM TO THE NAos @ EACH LU < w K STRUCTURE FOR THE LOADS. EACH LOAD CASE SHALL BE CONSIDERED. ENDTYE z o O u q Y THE ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE REVISIONS OPEN a o 0 AFTER SAID ENGINEERING IS PROVIDED FOR REVIEW. U m 1/2'EXTEROR SHEATHING W/I Od /) ® TOENAILS IN 4'O.C.INTO ALL J LOUVERED ROOF INTERSECTING MEMBERS U.N.O. VENTS SCORED 2u85YPCDTINTO (BOTn51DE5) ELEVATION GENERAL NOTES: KEYSTONE 4'(ENTH5 BETWEEN OE?.) SHEATHING W/)2)lad 2X8 FT SW 6'ALUMINUM 8'SMOOTH NAILS EACH 51DE EYE. Q PERIMETER STUCCO FINISH APPLIED PER ATOM FASCIA TYPICAL SCORED BANDING. C 92G,TYPICAL 8'SMOOTH SCORED F-( STUCCO OVER WOOD FRAME: BANDING,TYP. 1 1 11 7/8`(3)-COAT STUCCO FINISH APPLIED ED ILII PER A5TM C 926,TYPICAL 3'-0' OVERHANGS: (N 12'TYPICAL EXCEPT G'@ GABLES. a TAINTED,TEXTURED - TAILCUT5:SQUARE, m FINISH,IYP. - 12 UO.N. V jf��] CRICKET ��T7 All 6 BANDING: ALL BANDING TO BE SCORE CUT. I/2'WIDE I/4'DEEP SMOOTH FINISH 3'-3° INSIDE SCORE LINES,U.O.N. VV��11 w I I'-O'-ENTRY BEARING _ O SCORED BANDING A ♦/1 a u z ❑00000 ❑ o -= m o 0 0_ � O k Z �� ❑OOElnO� o�� (2)26 5HHEAD @ LINTEL ABV. 0 200 leberg rchiccts, _ _- FIN.FLT. Wn Hanes, I hts Rene � J i EXT.32 PANE 068 DOOR Z CORED0 OVERHEAD DOOR +39.9 S +35.4 W/CH TRANSOM 24'U20"CMU ±392 SCORED COLUMN 38 2 AR 42.5 COLUMN COLUMN N- (D FRONT ELEVATION 'A' SCALE: 24x36:3/8"=1'-O" Z ISSUE HISTORY I Ix17:3/1G°=r-0° ° NO. DATE VER DBWN DESCRIPTION' APPVD Z O �w 0/03/05 4.0 2004 FRC UPDATE MC Z > o 03/23/06 4.1 IB PLAN UPDATE-SEE DATABASE SN 05/03/06 4.1 YNR ENGINEERING REVIEW OLC SHEET NO. AEI a Page is too large to OCR. 30 WALL CABINETS 30 WALL CABIN(1T5 /{ TO T-0'AU(IW.) 107-TNT OW.) T"ll TOP <'5PUSry(fYP.) OPEN OPEN - U q I-______ I rri ® ® ® O n o RANGE HOOD/ MICRO(SEE DBL 51NK OW S(LECTION5) o 3 O w W/DISP. 4'SPLASH(TW J 4'SPLASry(IW.) 4'SPiA5H(TrPJ o o �'SPLASH(IYP.) Q OPT.KITCHEN ISLAND O O L ADI w/PLUMBING � oio1DD Z"j�w¢o zomLLJW A 3C'RANGE SPAC° 38'REF.SPACE w Q i N AD) za o0 BAR TOP (_.1 ' KITCHEN(oD WINDOW KITCHEN(aD WINDOW KITCHEN(aD RANGE e KITCHEN AT FRIDGE 5P ASH F y?-) AD) AD) AD) AD) m O DD DDDD1J m TEMPERED GLA55 SHOWER ENCL05URE ABOVE 42'HIGH K.W. U OPT.KITCHEN ISLAND AD) w/o PLUMBING TER.TILE &BULB THEATRICAL LIGHTS0I0__\ (�I TO G't 0 THEATRICAL UGHTS l7L I co 42'H.BEVELED MIRROR -- -- - 42' 1 w CER.E T B ECK I rn ABOVE TUB DECK o I _ O � IAV. F b !!nn .._ H _ I-1/2'X I2'COUNTER - ® - TJF_ I _ -PH - z CENTS 12' PJ6T ®� _ `+- m R SUPPORTS W/PIA5TIC iAMINATE AT 24'O.C. tL__J1_ . W = BACKSPIASH 4'HIGH TEMPERED GLA55 -- � � � DRYWALL SHOWER CURB 5HOWER ENCLOSURE 3 200 I 2ru ELEVATION @ VANITY ELEVATION @ SHOWER&TUB cs w 3 G"DC MASTER BATH ELEVATIONS 5 BATH-2 — Tr.BTM ADI ADI •� FLT W BAse OPTIONAL EYBA_L LIGHT tN CEILING H BEHIND ARCHA TYPICAL BAR SECTION AD I SCALE N.rs. � w N INTERIOR ELEVATIONS N c> OPTIONAL SCALE: MENTE I I x36:3/8"= I'- CENTER ISSUE HISTORY o o 0 NO. DATE VER DBWN DESCRIPTION' APPVD NOTE: Z tL ~ 10/03/05 4.0 2004 FRC UPDATE MC Z os/zsro6 a.! Ia PLANUPDATE-sEeDATAaAse sN CABINET ELEVATIONS ARE INTENDED TO ILLUSTRATE LOCATIONS a > o a OP DOORS, DRAWERS, KNEE SPACES, FIXTURES, ETC. REFER TO 05/03/00 4H YAW. ENGIn1E1RING REVIEW OLC SELECTION 5HEET5 FOK SPECIFIC INFORMATION ABOUT CABINET z-a STYLES, MATERIALS AND COLOR OPTIONS. SHEET NO. 7�OPTIONAL MEDIA CENTER NICHE DETAIL AD I ADI AD1 SVRF LOT 14 BLOC' 3. id oar 3 3 GUN ,=t YF Ee FAO ALL C Z ENG.ROOF TRUSSES AT 24'OIC uj Z O LU v�o �W zZ z w¢ Z mm c7^~ O i W v LL O a OPEN OPEN w- Z n OPEN U' ¢nLLwK Z C1 m f O 3'X12"W W COLUMNS z= <2 H'ii oZ GARAGE o \ o ~m Wes_ WALL V) FIN.FLR. F: "a __ Li ___ _______ ___ _ __ A BUILDING SECTION FOD"°ATI°NSAB D2 SCALE: O f�II�� 24x36:3/8—I'0' ELEv nEIGHr LEFT V Z LL a ui m 71 o U o W cn r3 OUTUNF OF T 3-112-THICK FtP Y' COND.UNIT F CONCRETE SLAT 51ZED PER - of AC MFRS SPECIFICATIONS O • Q) od 5 ELFU HEIGHT LEFT Z + i0P OFStAB Q W #4 SCREW W/0251150 WASHER: (TYPICAL)LOCATION 6 NUMBER U PER TABLE'A'5/115 SHEET. Z PLAN 00 TABLE A: FASTENER LOCATION N � O PRO SIDE UNIT SIZE OUTLINE OF N LE55 THAN 2' CONO.UNIT O EACH SIDE #14 SCREW W/GP5KETED WASHER: 12'TO 24" 2 1 ABLE AATH155HEMBER PER SIDE ISSUE HISTORY 227036 o 3 DRWN PER SIDE HITS-HEIGHT OFT _O W NO. DATE VER BY DESCRIPTION APPVD GREATER THAN 36' DESIGNED ' Z Tn W ~ PER SIDE OR MORE 10103105 4.0 2004 SEC UPDATE MC THAN 5-TONS BY ENG. ftEV-HEIGHT-(EFT FINISH GRADE 03/23/06 4.1 IB PLAN UPDATE-SEE DATADA5E 5N 0 J 05/03/00 4.1 ONE ENGINEERING REVIEW OLG A/C PLAN DETAILS 3 I i2'THICASP CSAC RETE SLAT SIZED PER SHEET NO. ELEVATIONAl 55PECIFICA-IONS. A/C PAD DETAILS a �kD2 SCALE: 24x36: I/4"=I-0" I I x 17: I/8'=I'-O" 0-03-0 .. � � DEC III I ,III I ,III II I III 111. II ll I I 1111 ..III.111 I I I„ 1I ( II I I II I1. ELECTRICAL LEGEND 1115P PATIO SINGLE POLE SWITCH SMOKE DETECTOR 0 DISPOSAL DISCONNECT p I2 CLEAR DOUBLE POLE SWITCH OF A/C COMPRESSOR © PREWIRE SPEAKER __________ U 3 THREE-WAY SWITCH 5 FLOOD LIGHT < FOUR-WAY SWITCH J❑ JUNCTION BOX CAMP TO THERMOSTAT 1 1 O $� DIMMER SWITCH CEILING FAN 1 0 YYCEILING FIXTURE 051 o PRE WIRE O ELECTRICAL PANEL U o e ELECTRICAL _. Z LL" O PANEL '}L' SCONCE DOUBLE 24'FLUOR.FIXTURE W/DIFFUSER Q F Z Oz LLU 110 VOLT DUPLEX OUTLET IC orr INTERCOM SYSTEM O w MASTER SUITE ® - FAMILY ROOM Q `S }{ DOUBLE 48'FLUOR.FIXTURE W/DIFFUSER W !ID VOLT SWITCHED OUTLET GARAGE DOOR PUSH BUTTON U' .-.F J[rn g 1 XX DOUBLE 24'FLUOR.FIXTURE O' © /� Z_]E u ui uynr 10 ARC FAULT OUT ET . 3-BULB THEATRICAL LIGH / W v -z u a II) DOUBLE 45'FLUOR.FIXTURE /' W Cl)ui m a Z Iy GROUND FAULT OUTLET 000 4-BULB THEATRICAL LIGHT I w`'' F-w K 0 ,y SINGLE 48"FLUOR.FIXTURE 00000 5-BULB THEATRICAL LIGHT O FEw /� v.=WEATHER PROOF GFI OUTLET PREWIRE (J 220 VOLT OUTLET O BATH FAN 000000 6-BULB THEATRICAL LIGHT �ATME II o FAN I Z cr°D z 1 ` PRE WIRE m w ® SPECIAL SERVICES OUTLET BATH PAN WITH LIGHT \ Q X w Z T.V.OUTLET �� ,-\ / OZ - 0 TELEPHONE OUTLET ■M I ELECTRIC METER O -� I / ~m O RECESSED LIGHT CHIMES DOOR BELL CHIMES D. SD. � I O TPOSTEM OR WIDER (� ER `�� r;z� MOISTURE RESISTANT RECESSED LIGHT I' • -O DOOR BELL OEYEBALL TYPE RECESSED LIGHT QO MINIATURE RECESSED LIGHT I I it 33 Il SINGLE BULB FLOUESCENT I TW-14. C7 FUTURE A90VE DOOR I _ L_ _j I 3-3 Vj ) ii BEDROOM-2 f. OPTIONAL RECESS /p I i (7 vl LIGHTS WI 15AND - (,) KITCHEN N FAN `\ WIRC l O 5 P m`\ PRE 1 ply 04 BATH-2 ELECTRICAL NOTES UNLESS OTHERWISE NOTED: S.D. I ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR E TO CENTERED LINE OF THE BOX TO BE:12'A.F.F.(GENERAL) JI \ O y KITCHEN 34"A.F.F. '.piNING ROOM BATHROOM 39'A.F.F. � LAUNDRY ROOM 36"A.F.F. 5 D S.D. Z Cl EXTERIOR WATERPROOF 12"A.F.F. _ - UGHT FIXTURE TO BE GARAGE GENERAL PURPOSE 42"A.F.F. / ,�- 1 I CENTERED ON WALL RANGE 2"A.FF. COLUMN AND WINDOW 2. ALL TRIM PLATES AND DEVICES TOED GANGED.WHERE POSSIBLE. o PAN m PREWIRE W O 3, ELECTRICAL SWITCHES TO PEAT 42'CENTERLINE ABOVE FINISHED FLOOR. U/ /A BEDROOM-3 _ 4 ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY, ALL WORK SHALL �IVING ROOM BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE,LATEST , W z EDITION,BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE 2 FOR THE INSTALLATION AND SIZING OF ALL ELECTRICAL,WIRING AND ACCESSORIES. UTILITY -1214W FOURESCENT TIXTURES/ F' W/WRAP AROUND DIFPU5ERSi 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE NFPA NATIONAL ' � O FIRE ALARM CODE. CHAPTER 2 1993 EDITION. ( r, ' �'A � � Z SMOKE DETECTORS SHALL BE INTERCONNECTED AND CAPABLE OF OPERATING ON III COMP/I it 11 11 ,I� I EITHER AC OR DC(BATTERIES). ,/.'-...-',J LL--JJ I � Z P. ARC FAULT RECEPTACLES IN ALL BEDROOMS PER 1999 NEC. ------- f�==--_-----I I \ A11 J ---X I ---------------- oP U / w ' w I OO ` 4.R -0/DEN tyU�! FOYER - r r0 a FOR GARAGE / - V O` DOOR OPENER ' - M u��a / N Tg 3COMPLY WITH w \ M ALL APPLICABLE i� d A ely�,T♦�� 2LAR GARAGE O ALL AI Jc I �'iBLE B IiL,DiNG /' W1aE ISSUE HISTORY ELECTRICAL., PLUMBING AND / I z MMEC'HANICAI. 'ODES. /' n O I DRWN O w NO. DATE VER DESCRIPTION' APPVD \ I- BY ENTRY - - Z 0/03/05 4.O 2004 FRC UPDATE MC w Q of 03/23/06 4.! IB PLAN UPDATE-SEE DATABASE SN LOPTIONAL--'L- L 05/03/06 4.1 YNR ENGINEERING REVIEW OLC ' '-�\ OPTIONAL J'OPTIONAL / SHEET NO. ELECTRICAL PLAN El SCALE: - 24x3G: 114"=I'-0" _._ .,._ I I x 17: 1/8"=I'-0" SVRF LOT 14 BLOCf 13 0) H COMP i n i a w �� n p I _ IV rn 2 O J f7 W ) LL •"c W h O-,u ;MASTER FAMILY ROOM CARPETED Z p^� g o MASTER SURE (20% ! CARPETED Q LL m rn z QU m F- HH V J ii II II i II Ii I BEDROOM-2 _ ___ CARPETED i � KITCHEN N (Ii) (31) BATH-2 c2 LW'L O w z ' I DINING ROOM CARPETED O BEDROOM-3 � a CARPETED w o (12) z UTILITY E z LIVING ROOM a CARPETED D I' COMP (20) O Wn lrr =J lL_JJ Q 1 ;,i z II O _I O 2-CAR GARAGE CONIC.FLOOR. (41) N � O NOTE:5EE SELECTIONS M TOR 5PECIfIC FLOOPJNG FOYER w N (VINYL OR TILE)DESIGNATED (24) (h BY THIS SYMBOL(WHEREVER O SHOWN). BEDROOM-/DEN CARPETED (13) Z ISSUE HISTORY z NO. DATE VEF DBWN DESCRIPTION' APPVD ROOM`IN Z W W z w 10/03,05 4.0 2004 PRO UPDATE MC CONIC.ELK. w <(23) T1 p d 03/23/06 4.1 0PLAN UPDATE-SEE DATABASE 5N 05/03/06 4.I PAR ENGINEERING REVIEW OLC SHEET NO. FLOORING PLAN F 1 • SCALE:24x36: 114" 1'-0" 1 I x 1 7: I/b"=1'-0" i 1 SVRFLOT14BLOC . 3 NC COMP. ON PAD 512ED - 5Y MFR. A) jo IllII 1 O COMP ii i a LL m V z OZ J$ (7 W p W¢ ® a mlm�g ® Wm�5W CD�r z w W m LL w a = w Nw�ma2 ® FAMILY ROOM ? <m W IJ N z ¢>LL W MASTER BEDROOM W p ui G X El MASTER m y BATH z= i=OL _ _ U ~m v, 11 II ® � I II W.I.C. I � 1 U MECHANICAL LEGEND BEDROOM-2 j I KITCHEN N ® a LJ H AIR HANDLER BATH2 0 0 R A j RETURN AIR- CEILING Z_Z II LL a DINING ROOM M LLJ Il RETURN AIR- WALL BEDROOM-3 `y 3 W 7 3 UTILITY I- AIR SUPPLY ALTACCOMP • LOCATION Z LIVING ROOM Q COMP i If• l ® ® J THERMO5TAT LJ � _� GA --- -- �� _ An ATTIC ACCESS__ i_ __ t ---- w I 2�ARGARAGE BATH FAN fl- o O M FOYER II II C7 O BEDROOM-0/DEN ISSUE HISTORY O NO. DATE VER DR5WN DE5CRI7ION' APPVD Z O w Z I LL1 ~ '•PYvYITh Q 03/23/06 4.! IB PLAN UPDATE-SEE DATABASE 5N p 77 7 r l—DIN V 05/03/06 4.1 YNK ENGINEERING REVIEW OLC riLL!?.PT�e J�q�yr,T(l � —_I r IY1fJ1��li f( ,i fS i A... E , — — SHEET NO. FIRST FLOOR MECHANICAL PLAN SCALE: 24x36: 1/4"=1-0" I I x 1 7: 116'=1'-0" - ■ SVRF LOT 14 BLOCI 5 u AI � 5. �a R � �'� �L�a OPTIONAL 2628 DOOR K ■i j j i■ d ® 8 w�3Xa'PAD.sEE snEET 053 FOR DETAILS. OPTIONAL BAY EXTENSION. A I -- f'- L SEE 052 FOR DETAILS. I o CHECK BOx If TH15 I t ❑OPTION APPLIES TO ECK BOX IF THIS OPTON APPLIES TO i 17'-O' THE PIAN THE PLAN j IEV:-3-I/t' i Tn 4-2' -O' I 5-I 6'-I I' 2'-8' 1- '-6' 8'-10' 55 i rn u COMP IU nm v Z LL OZ I1/2' -: _ RLAB AIGD. in w!q n w ≥NwK�p ? a J n ■ i i ii i ■ C7 ¢ALL w W u Q FOUNDATION PLAN SCALE: v '' 24x36: 1/4"=1'-0" 1x17 1/8"=1'-O" LOUVERED ROOF VENTS O "a FIBERGLASS SHINGLES ' f 12 TYPICAL CD I 1 ALL 6 O LANAI O N COMP ii B i ��''iNL,/ L J 25 SM 1 Ii1iD/2 5�O i HD 8050522 V�-1 EGRESS u y MASTER A/ a o BEDROOM FAMILY ROOM FLOOR PLAN w +37.6 +39.9 +39.9 Z -40.3 -42.5 -42.5 SCALE: I � o 24x36: I/4"=1'-0" - j Q 0- REAR ELEVATION w/ OPTIONAL LANAI z SCALE: 24x36: 1/4=1 -0' I I x 1 7: 1/8=1-0' J NOTE:REFER TO S 1EET5 Al €A2 Z FOR STRUCTURAL DETAILS NOT SHOW HERE. I 1 O D15CONNECT @ 12 CLEAR O LANAI O OF A/C COMPRESSOR t i I I N O ISSUE HISTORY z DRWN -- MASTER O w NO. DATE VER DESCRIPTION' APPVD BEDROOM F- B1• FAMILY ROOM Z (n W Z 10/03/05 4.0 2004 FRC UPDATE MC 0 d 03/23/06 4.1 13 PLAN UPDATE-SEE DATABASE SN d 05/03/06 4.1 YNR ENGINEERING REVIEW OLC ELECTRICAL PLAN S ET NO. SCALE: /■� `er _ 05 DEC 2006 SVRF LOT 14 sa oo ! ii 1 I 1 oa jti//k\ ri t I I I I 1 r 1 1 1 - l i OFT. T-0'X 9'-0'LANAI: i i ] _ _ SEE SHEET 051 FOR o IO-8' 10-2' DETAILS. PATIO GK BOX IF � C'X CO- THIS OPDON NC COMPRESSOR LOCATION 2-6 5._2. Z-6 7 APPLIES'O PLAN Q m 1 1 I I TO BE DETERMINED BY BUILDEW o PERMIT AUTHORITY OPTION.PAD I I'-O° O W cn o m 5UPPJED SYNC CONTRACTOR. C 8L - aj LL 6-I o' 8L o' ' Zh z z ■ ■ o� HD@7'-4'hpss _ph ,- cl �^� 8080592 K ED y w a 1 1 1 ■ ■ ■ Ul(A za 1 1 1 1 Q 8L O _ _8L C7 Q N IL J 0.' W v W N m Z i 1 1 m T __ • _ 1 I p 0 Z O J W I r 2-COURSE 1 2 COURSE z 7-6' MASONRY W 0-- W a _ OPTIONAL MASONRY D BEAM i i 2668 T --- BOND-BEAM MEDIA z= <z a� CENTER ? n ____ 9'-9' 124' - 17'-I I' MASTER �? N BEDROOM v / ) 12'-O'X 14'-6' - 1'-1 O' FAMILY ROOM V J BAY ROOF DETAIL CEILING@9'-4 IT-D'X14'-4" jY\c7 -- ___ a--- 'WALL CDUNG @ 94' SCALE: ■ MASTER —.-- 24x36: 1/4=1-0' NOTE:5EE 5NEET A I F A2 n 4'4' BATH _ x17; I/8 O' FOR STRUC URAL DETAILS m 0 CEWNG 5'-I I' o i ■ 4 NOT SHOWN HERE. @ 94' ■ `�' _ o i ^WALL U 2868 ■ "a CO (V RIDGE VENT OPTIONAL BAY @ MASTER SUITE LOUVERED ROOF FLOOR PLAN V/ ROOF VENT INFO. VENTS TYPE QUANTITY LINEAR FEET - SCALE: awi MIN.) RIDGE VENT 25 FT - 12 I I x 17: !11 V x OFF RIDGE VENTS 2 FIBERGJSS SH NG.L5 ALL 6 TYPICAL OPTIONAL 2628 DOOR �_ N w/3'X4'PAD.5EE SHEET 053 FOR DETAILS. ❑CHECK BOX IF TH15 �'/''� W OPTION APPLIES TO 1r vJ W 23-8.. i 1 1.0• 5-4" i i w o 4 2'-6' 5' 2'-6' '-2' 3'-O' 3'-G' -2' 19'-2" — F 0 L J//T;T-"\_o ^30= m 61 COMP i I'-G. 8'-I O" � 5'_8. e 9 V J C--------------- 2- -GO IN.FLR FIN.FLT. `p _P _______ *_— i Z - 3-I/2'FOR SHOWER i r,8,� i�N F7 i O Al a i ? '-- H I OPTIONAL BAY @ MASTER SUITE REAR ELEVATION m A `� SCALE: 1—� 1 5 11- 'i i o o M w (V 24x36: I/4' I-C' T I Ix 1 7: 1/8"=I'-O" r , ®� i DENOTES DESIGN WINDOW 11 Ir r S ' ■ PRE55URE5 FOR COMPONENTS o �� ISSUE HISTORY ANDC ADDING 1p 0 N 6Y O. DATE VON DRWN DESCRIPTION' APPVD ■i_____'___i 0®� ■ z 0 ' I`_ !0/03/05 4.0 2004 INC UPDATE MC 2 1 9'-7' i • a ; QQ a 03/23/06 4.1 IB PLAN UPDATE-SET DATABASE 5N � L___ 05/03/06 4.1 YNR ENGINEERING REVIEW 0C :AEI OPTIONAL BAY @ MASTER SUITE '.-,.• SHEET NO. FOUNDATION PLAN 05-113-"6 SCALE: ECK BOX F THE AY 24x36: 1/4" l'-O" OPTION APPLIES T I I x 17: 1/8=1-0" THE PLAN. J L I.6EhERAL DE516N REQUIREMENTS I.I.Codes. FBU05.10 COrtiScate of protective treatment for prevention of termites.A weather-rnslstant fob-she posting y C GENERAL CONSTRUCTN IO AND STRUCTURAL NOTES hoed shall be provded to receive dplkate treatment certMkates on each requhod protective treatments 1.1.1.Fronde Building Gods(2004 W/2006 Supplements)Chapter lb completed,prwlIddhkpq a copy for the pecan the permit Is slued to and mother copy for the brlldlng permit files. f¢( 1.12.ACI 318-02,"Bulldog Code Requirements for Reinforced Concrete." The treatment certlFkate shall prwde the product used,klenthy of the applkotor,ttro and date of the treatment, 1.13.AGI 530-02/ASC.E 5-02,"Building Code Requirements for Mauorr Structures." she locatkm,area treated,chemical used,percent concentration and number of gallons used,to establish a 1.1.4.AF*PA 2001,"National Design specification for Wood nctIon. 5.Masonry 10.NOT USED) verhkbs record of protective treatment.If the son uMmkal harsh method for teethe prevaMkm Is used,Final gipgtC �� 1.15.WI 1-2002,"National Design Standard for Metal-plate-Corrected Wood truss 5.1. Masonry units shall be 1 5/So 15 5/B size modular units unless noted. exterior treatment shall be completed prior to final Wilting approval.` ,�Ft5� Constrvctlon." 52. hits shall be one and two cell blocks,standard weight made type I Portland Cement, 11.Doors and Windows(General) P0O05.11 Notice of termite protection.A permanent sign which identifies the termite treatment provider and need t Pgg s"LL Ito.AISG-LRFD 3rd edition"Manual of steel Construction." water and approved aggregates,shall conform to the standard specification for hollow load III.All exterior windows and glass doors are required to be tested in accordance whin for reenspectim and treounent contract renewal shall be provided.The sign shall be posted near the water heater o LL bearing masonry units A5TMdesignation G90 witha minlrrum compressive strength of 1900 psi. AN51/AMMA/NhWtDA 101/152 5tandcrd and bear an AMMA or WDMA label identifying the or electric parer.12.Design Loads: 53. Masonry units shall be sown,not broken,and shall be not less than half units,where cut. manufacture,performance characteristics and approved testing entity. (FBC 1714.52.1)12.1.Roof:20 psf Live Load a 125 oration An exposed block shall be lald In running bond pattern,mechanically bonded by overlapping 11.2.All exteriorwindows and do ,shall be anchor ed per published manufae'S FBG1b/RT04 Inspectionfa term hen.in order to providefor espectan For termite hfestatan,clearaxe "I psf Top Chord Dead Load,shingle roof alternate courses. between exterior wall coverin and final earth grade on the exterior of a building slap not be less than 6 inwhes ISpsf Top Chord Dead Load,tile roof reaortrnerldatlons to achieve the design pressures specified (PBC 1714.5.4) 5.4. At top of load bearing masorij walls,provide knockout block bond beams with 11.3.See attached details for all exterior windows and doors where buck thickness in I I/2"or (152 has.Exceptkxi5:I.Paint or deGar'acive cam hide ins finish bss upon 5/8 main(iii no)to thick adored an for to 10 psf Bottom C.InOrd Dead Load,gl sum telling. reinforcement as noted on lay. the masonry fruu.atlon skbwoll.2.Access or vehicle ramps which rise to the Interior finish floor elevation for the ' P greater,the buck is attained in mater that the Jambs the load directly to the structure. i fth of such r m 3.A 4-Inch 002 me the drove band slobs ad en areas.4. 122.Floor:40 psf Live Load a 1.00 dration 55. Mars mortar shall conform to A5TM G210 and shall be e 5 where not In contact withamps ivy. bupec space pat garaget^d Wndows ad doors shall be anchored through Jamb Into the wood buck. If the b has bean soil treated far termites,the finish elevation no match the bulldog Interior finish floor the psf Dead loade a nth or type M where in contact with the earth.Compression strength of mortar 1500 W. 11.4.Plan details illustrate that the window buck shall extend 12"the Interior lip of the elevations m masonry construction only.5.F-losorry veneers. 123.Balcony:60 psf Live Load 0 1.00 duration for equal or less the 100 sf. 5.6.All mortar Joints for hollow unit masonry shall extend the full width of face shells. Morton window. 100 psf Live Load a 1.00 oration fpm greater than 100 sf. Joints for solid masonry wits shall be full head and bead Joints. Mortar head and bed Joints 11.5.Mullions and adjacent door assembles are tested or engineered to transfer 15 times the FBG816.1/R320.1 Treatment protection shall be provided by registered termiticides,Including soil applied 12.4.Combined Roof and Floor Loading a 1.00 duration, to be 3/B"o/-1/8'thick unless notes otherwise. Exceptions:The bed Joint of the starting design load to the rough opening substrate. pesticides,bolting systems,and pesticides applied to rood,or other approved methods of termite protection cA0 fxc 4AME 125.Wind: See Individual 5lgned and Sealed Drawings by 5tuctural Engineering and coarse over a footing may vary between 1/4"to 3/4"thick. labeled far use as a preventative treatment to new construction(see Section 202,Registered Termlticlde).Upon iSA.re 10/03/05 inspections,Inc. Maximum dead load:6 psf for shingle,12 psf far tile 0 133 duration. 5.1. All reinforcingsteel shall be new deformed bars that are free of scale,ad oil and 12.Doors and Windows(safety Glazing Locations) completion of the application of the termite protective treatment,a certificate of compiknce 5.11 be issued tog t license building RC00500p 5/3/06 13.Lhless specifically noted otherwise on these drawings,no provision has been made In the conform to A5TM A615 Grade 40,with a minimum Ield of 40000 sl unless noted otherwise. the department by the licensed pest control wmpay that cantors the llowwg statement:"The Wiklhg design far conditions occurring during construction. The contractor shall provide all necessary y P 12.1.Glazing In swinging doors and fixed ad sliding t tubs, of sliding(patio)door assemb les. has received a c Iota treatment far the evention o wbte wean termites.Tre Is In accadaae with n9 any 2"minimum cover for reinforcement nt placed in maroons walls exposed to weather, I/2"minimum 122.Glazing in doors walls of enclosures far hot tubs whirlpools,somas,steam rooms, rules ad laws es llshed by the Florida De�pmtrrent of Agkulfue and Gorsnmror Services". bracing and shoring required for all loads and Irstabllity owufning during construction. The cover far reinforcement placed In masonry walls not exposed to weather. No reinforcement bathtubs,showers and other such facilities where such lazi is located 36 Inches or less, contractor shall accept full responsibility for all such measurers. shall be cut to accommodate the Installation of anchors,embeds or other items. 9 1.4.It shall be the resporbllicy of the Contractor to provide all necessay bracing,shoring on 5.8.Mars rout Shall c with the fine out r uirements of A5TM 6416. The sl Shall measored horizontally,from a standing orl mioss kingthan surface w, inme the enclosure and where the FOCiSIS.i.luR32O.i.l nif soli treatment used foron subterreneonx termite prevention,the lottaomp chemical soil treatment other to arsupports to safe d all existing or ad ant structures affected this g �P yP bottom edge of the exposed glazing s less than 60 Inches,measured verticolly,nbova such tslde tie fouxlatkm perimeter shall be doe after all excwaticn,backfllling and corpaccan s complete. mpor y guar' Jac bybe 8"-lo"and the mnimmi ssa strength shall be 3000 psi at 28 oafs. standing or walk) surfaces. wank. 5.9. Crested cells shall have vertical alignment sufficient to maintain an unobstructed continuous 12.3.Glazl In Ian salting fixed or operable a161 od aent to a door where the nearest �GI6,6.,2R320.1.2 If loll treatment is used for subterranean termite prevention,son area disturbed after initial 15.No structural member shall be cut,notched or otherwise reduced in size or strength without vertical cell free of mortar dr I and be consolidatedpuddling or vibration.Glean Pchemical soil treatment shall be retreated with a chemical soil treatment,including spars boxed or formed. forapproval h writs from the Engineer of Record. ��' vertical edge is within a 24-Inch radius OF the door in closed position and whose bottom Pr n9 n9 inspection openings shall be provided at the bottom of each grout lift for every grouted cell. Is less than 60 Inches above the floor or walk) surface. 1.6.Contractor shall coordinate structural and other drawings that are part of the contract 5.10.Pre cast concrete lintels shall be maufactured "Cast Crete","Qua) Precast"or edge FEU or form edam if soilsubsequent Is s used offor subterranean termite prevention.Space In concrete floors booed documents far anchored,embedded or other supported Items which affect the structure. In 12.4.Glazing in an Individual fixed or operable panel,other than those locations described in out Formed for the snbsequsM Installation of plurnbtg traps,oYaks,or any other pupas shall be theatre by uppo nay approved equivalent. See plans for berm schedule and location. Items 2 and 3 above,that meets all OF the follow) conditions: tic or metal tl placed forms of sufficient depth to elminoto planned son disturbance after addition,the contractor shall review the structural drawings with all other trades and bring 5.11.Reinforcement steel shall conform to A5TM A615,(rode 40 ad sell be detailed in using P aspermaen y conflicts to the attention of the a Ineer of record for resolutionprior to continuing work. 12.4.1.Exposed area of an individual pare greater than 9 sq ft. Initial chemical soil treatment. n9 accordance with the latest AGI 315,Manual of Standard Practice for detailing reinforcing 12.4.2.Bottom edge less than I8 Inches above the floor. A.The intention of the plans and specifications is to provide all necessary details to construct concrete structures. FBGIBIb.i.4A2320.1.4 If Soli treatment in used far subterranean termite prevention,chemically treated soli 5.11 be 12.4.4.Top edge greater floor, than inches above the floor,a complete structure. When specific Information is missing or is conflict,contractor shall 5.12.See attached details ands specifications for minlmxn lap lice lengths for steel protected with o minimum b mil vapor retarder to protect against rainfall dilution.if rainfall occurs before vapor P aP splice en9 12.4.4.One or more calking surfaces within 36 Inches horizontally of the plane of the glazing. retarder locomen,treatment is r red. ink inoneplacement of reinforcing steel,done after chemical contact the Engineer of Record for menu or or resolution. Contractor sal not proceed reinforcement. 125.All glazing In rails regardless of the area or height above a walk) surface inciuch placement,tr e I, Any wo rg with the construction of structural elements or details that are not clear. 5.13 Vertical filled cell reinforcement should be Installed In the center of the male cell. ^9s ng treatment until the concrete flea s poured,shall be done in such mater as to word penetrating or dstrbing I.B.The Engineer of Record shall not be responsible far layout,dimensional errors or structural baluster peels and nonstructural in-fill panels. treated-11. the.Glazing in walls and fences enclosing indoor an ad outdoor swimming pools and spas where discrepancies resulting from the rep rings ran and use of contract drawings far erection g and 6.Wood the bottom exposed edge of the glazing is less than 60 inches above the walking surface of FBGI616.15/R920.15 If soli treatment is used far subterraean termite prevention,concrete ovenpour or mortar ci shop drawngs. Use of contract drawings reproduced In winos or any part In shop drawings 6.1.All Plumbing,Electrical,and Mechanical rough-Ins must be complete,inspected,and approved the pool on the pool side of the glazing and the glazing is within 60 Inches horizontally of the accumulated along the exterior foundation perimeter shall be removed prior to exterior chemical soil treatment,to shall not relieve the contractor nor subcontractors from thorn responsibility to accurately before requesting the framing Inspection, waters edge. enhance vertical penetration of the chemicals. M1 layout,coordinate,detail,fabrIcate and install a complete structure. 6.2. Wood structural framing members Including but not limited to top plates,built up colume, 0 headers,beams,and bottom plates to be m2 southern Yellow Pine(unless noted otherwise)with 13. (NOT USED) FBGI6i6.ib/R320.Ib,f soil treatment Is used for subterranean termite preventonm,chemical soil treatments 5.11 G $O 2.Backfllling and Compacting: a modulus of elasticity of 1,600000 psi per 505-2001 and a moisture content not to exceed 19 also be applied user an exterior concrete or gads wlthIn I foot(305 rnrn)of the primes shvchre sdewaus. m p z 2.1. Under slab ongrade and footings,remove softspots and foreign matter and organic Also,a vertical chemical barrier shall be applied promptly after construction is completed,Including phial Z g percent at the time of incorporation Into the building. 14. Hcnctails/stairsd material in the sub-grade. shall 1 pt rrgreatesprinkler Ystollatlon.Puny roll disturbed after the chemical vertical barrier s applied < 9r 63.All wood including plywood and Ode in contest with earth,masonry,se concrete or in direct 14.1 heater ins of circular cross-section shall have a dkrmeter of no less than I 1/4"(32 mrmJ and shall be promptly retreated. °r2 22. Fill material for sub-base of slabs in grade 5.11 be clean sand to slightly silty fine sand, exposure to weather shall be preservative treated. Specific use of the preeevative no greater than 2"(51 urn). free of organic matter,clay,cobbles,trash,debts and other unsuitable materials. treatment shall be approved by the manufacturer a i submitted to 5.E.1.far review prior to 9 FBGIBI6.1.T/R320.I.T if a re stared termhkide formulated de r tared as a bolt be is used for 23. LInlessspecifically noted otherwise,fill material shall beplaced in maximum B'high lifts of 142 Handroll5 of non-ocular cross-section shall have a perimeter of no less that 4'(102 mrr0 9s'J' v =1 '" 9 construction. 5 bitarr em termite prevention,Section P320.1.1 trough R32o.16 do not espy;however,a 51g nod contract W '� m loose fill and compacted to a minhum of 95%modified proctor dry density per A5TM D 1551. 6.4. Roof sheath) must be installed with dimension across the supports w/clips at all and n°greater than 6 I/4'(159 mrmU and the largest cross-sectional denersion shall not exceed the etstallatbn,mamtemnce mend monitor of the bolting system far a minemm of five from the ssue �Z n5 long uPP Ps assuring monitoring Sys yews z 2.4.Unless rates otherwise, oracle under slab on grade A 6 MIL of lene vapor battler2 1/4„(51 of the cerCNkade ofshall be provided to the building ofoffical poor to the of the slob,and the ...N Ef Pr9r P yeba non-supported edges and shall be I/2'pyywood a 1/16'Ode,APA span rating 24/16 ad ed lidb pr pouringrj u� on comported Granular material or compacted native sutrbase. Vapor barriers shall be exposure rating I unless noted otherwise. Exception: Use APA span rating 32/16 plywood at 142.1 A Emlnixception radius lofa I/O"shall be required s all edges. system must tbeo Installed prior theto peal approval.If the.hint system Uw inns aH use require a components g a Yd Q unpu ictured with 6'minimum tapped laps.Vapor barrier must not create air pockets. standard hipped roof sections. Note: Do not overdrive Fasteners Into od/05B- 143 Exception:A cIrwlar cross-section of no less than I I/4"(32 mrmn)and no greater than 2' phase prior to Installation of pesticide active Ingredient,the Installation of the monitoring phase components Z _ Compacting of fill or existing material shall achieve a minirmm�95%modified proctor dry density Anti-penetration devices must be used.Provide I/O"butt gap per mauafawer's (51 mm),or equivalent graspablllty performance of a non-circular cross-section is required for shall be deemed to constitute Installation of the system. W $ of< per A5TM D 1551. recomesdotions hoorahs of dwelling wits or Within dwelling units. FBGIBI6.1b/R320.Ib if a registered termlticide formulated ail registered as a wood treatment Is used far a 65. Pre-engineered beans,shall be TrusJoist,Georgia Pacific or equal with a minimum 14.4 A continuous surface for griping shall be provided without interruption. subterraeon termite prevention,Sections P320.1.1 Nrough 8320.15 do not apply.Application of the wood 5 0 3.shallow Fowdatons: allowable bending stress ofF 2950 psi and modulus of elasticity of 2000,000 psi. 519n and 14.4.1 Exception:A newel post is permitted to Interrupt handrails at turns with in dwelling mits, treatment termiticide shall be as required by local directions far use,aid must be completed prior to final building ' m 3.1. A foundation survey shall be performed and copy of the survey shall be an site for the sealed engineering must be forwarded to the Engineer of Record far review prior to 14.42 Exception:Over the lowest tread a volute,turnout,or starting easing shall be permitted approval. building inspector's use,or all property markers shall be exposed and a string stretched from construction. In dwelling units. Tit marker to marker to verify required setbacks. 6.6. All pre-engineered beans supporting brick veneers shall be designed with an additional 14.43 Exception:To be considered as objects not infringing the graspability of the handrail, FBUBI62/R3202 Penetration.Protective sleeves around metallic piping penetrating concrete skims-gads 32. Foundations have been designed far an assumed bearing capacity of 2000 pounds per tl/ft.load using 40 psf surface area of brick. Deflection shall not exceed I/600, the handrail brackets and balusters must comply with the following conditions, floors shall not be of cellulose-containing materials ad.If son treatment Is used far subterranean termite square foot(psf). Soil of this capacity has been assumed by the Engineer of Record to be 14.43.1 They do not project horizontally beyond the sides of the handrail within 1 1/2'(3.75 cm) protection,shall receive application of a termitkae in memoir space between sleeve and pipe. found at the elevations indicated an the plan. The contractor shall retain a Florida of the bottom of the hadrall and provided that,for each i2"(13 cm)of additional handrail FBG2504.13.1 All Wilding sites shall be graced to provide drainage under all portions of the building not occupied Registered Soils Engineer to provide testing and verify that soil of this capacity is available. 7.P'e-Engineered,Pre-Fabricated Wood trusses, perimeter dimension above 4"(10 cud,the vertical clearance dimension of 1 1/2"(3.15 cm)can by basements. 33. All footings,and slab an grade concrete shall have a minimum 28 days compressive 7.1. Signed and sealed engineering truss shop drawings shall be provided an the job site for be reduced by I/O"(03 cm). strength of 2500 pounds per square Inch(psi). the inspectors. 14.432 EdgSs of the handrail brackets and balusters shall not have a radius of less than I/O". FBG2304.132 The foundation end the area encompassed within I foot(305 mad therein shall have all vegetation, 3.4.Thickened slob and footing elevations shown on these drawings are based on the 72.Individual trusses are to be designed by the truss manufacture per AN51/(PI-2002 to 14.433 Ifacnall brackets and balusters shall not obstruct more than 20 percent OF the length stumps dead roots,caraiboard,trash,and foreign materal removed ad the fill material shall be free of Information available at the time of preparation of the design. If actual job site or sail safely carry the design Toads Indicated on the structural plans, of the handrail. vegetation and foreign material.The fm shall be canpacted to assure adequate support of the foundation. conditions vay from the assumed,then written direction roust be obtained from the Engineer of 13.Shop drawings shall be submitted far review ad approval by the Engineer of Record prior 145 Handrails,and aguardrails,for this project area pre-manufactured system. It is the FBG2304.133 After all wok is completed,loose wood ad oaths shall be completely removed Fran under the Record before proceeding with the work, to fabrication. Shop drawings shall indicate:span,pitch,bearing size and location,Individual responsibility of the specialty engineer far the nanuFacturer to designate the system, Wilding ad within I foot(305 non)thereof.All wood forms and supports shall be completely removed.This Includes, 35.If the soil is softened by water,the excavation shall be extended below the softened plate size and locations,size/specles/grade of lumber and locations,o.c.spacing,maximum components,connections,and attachments. The specialty engineer shall forward Signed and but in not limited to:wooden grade stakes,fortis,contraction spacers,tub trap boxes,pbnnblng supports,bracing, material and the bottom of the slab edge/footings lowered to suit, deflection and location,truss top chord,bottom chord ad web bracing. Gravity load case sealed Documents to the Engineer of Record prior to construction, shoring,farms,or other cellulose-containing material placed in ay location stern such materials are not clearly 3b.Getter all footings coon ther respective colurms or Halls unless otherwise noted shown design assumptions ad Information Including top chard live load,top chord dead load,bottom 14b Openings in glardrails shall be such that a 4'dial.sphere Canot pass through, In addition, vsble ad readily removable prior to completion of the work.Wood shah not be stored In contact With the groud an the plans. Maximum misplacement or eccentricity-2". Toleration far mislocation of Colunm chord live load,bottom chord dead load,repetitive stress Increase,duration stress increase, a curb or bottom rail shall be placed so that a 2"do,sphere cannot pass under the roll, wider any building. dowels or anchor bolts to be per AGI or A15G standards, reactions at bearing locations,Uplift loads case design assumptions and Information Including; 3.7.Inhere vertical construction joints occur in continuous footings,provide a minimum continuous A5GE1-98 designation,wind speed,exposure,mean roof height,end zone,enclosure,Importance 2'x4"keyway across Joint far each 12"of depth. Horizontal joints in footings is not permitted. factor,uplift dead load,uplift reaction,and duration factor. Drawings shall bear the impression 3.8.Coordinate plumbing lines with footing locations far Interference. Individual footing should seal of a Florida Professional Engineer responsible for the design. The review of the shop be lowered with the prior approval of the Engineer of Record. Placement of conduit and drawing shall not relieve the Contractor from his responsibility far seeing that the work is j M pipes in concrete shall conform to AGI 318 section 63, completed,accurate and in compliance with the drawings. The Engineer of Record reserves 3.9.Excavating under or near in-place footings/foodatlons which disturbs the compacted soil the right to make changes to the structural plans after the shop drawings have been reviewed, beneath the footing/foundations is not permitted. 1.4.The deflection under live load shall not exceed 1/360th of the span unless otherwise noted. 75.All lumber most be identified with an official grade stamp. 4.Concrete 7.6.Truss heel to be protected with metal shield when In contact with masonry or concrete. 4.1. Concrete mix and placement shall be in accordance with the latest editions of ACI 301,AGI 1.1.Temporary bracing of the roof system shall be installed per the Handling,Installation and 318,and A5TM G-94 Standard Engineering Practices. Bracing(351-1-03)from the Truss Plate Institute and shall remain as part of the permanent 42. Concrete far slabs shall be placed at a slump wlthln the range of 3"to 5". bracing.Top chord(HIS)bracing may be removed after wood/OSB roof sheathing has been 43. All reinforcing steel shall be new deformed bars that are free of scale,and oil tend installed, conform to A5TM A615 Grade 40,with a minimum yield of 40000 psi unless noted otherwise. 7.8.Do not notch,cut,remove chords or drill truss members Hitaut prior written approval from O 3"minimum coverage for reinforcement in concrete placed in direct contact with the ground and Specialty Truss Engineer. 2"minimum coverage far reinforcement in concrete exposed to weather. 7.9.Remove and replace trusses damaged during shipping or erection. Do not repair trusses 4.4. No reinforcing bars shall be cut to accommodate installation of embeds,anchors or other without written approval of the Specialty Truss Engineer. Items. 1,10.Correct truss to bearing walls with anchors as specified In these drawings. Submit W 45. Earth supported slabs including exterior walk and driveways shall be 3 1/2"thick minimum alternate anchors to the Engineer of Record for approval prior to use in this project. (PARTIALLY ENCLOSED,130 MPH,3 SEC(3UST,25/12 TO 64/12 PITCH,EXPOSURE B) and reinforced with ASTM AI85,6x6-WI.4xt1.4 welded wire fabric(P4°F)at mid slab. Flber mesh 7.11 Truss to truss connection by truss maufaturer w/specification and location bearing the 25" IMPORTANCE FACTOR=1.0,BUILDING CATEGORY II) maybe used in lieu of WWF, impression seal of a Florida Professional Engineer. All connections shall be submitted for 45. The addition of site water to increase the concrete slump shall not be permitted. Such review and approval by Engineer of Record prior to construction TRIBUTARY ROOF C.OVERIN65 END ZONE INTERIOR ZONE practice sail be deemed Just cause to reject that particular batch of concrete. 7.12. All trusses supporting brick veneers shall be designed with an additional*/ft,load using AREA(FT2) WALL OVERHANG MALL OVERHANG 4.7. Provide approved water-reducing admixture in all concrete conforming to A5TM 6260. 40 psf surface area of brick. Deflection Mall not exceed 1/600. All other admixtures shall conform to A5TM 0.494 ad ma sall be used in strict conformance with 7.13 Truss manufacturer should include all aditionol deadloads that affect the Individual 10 21.0 -8LI 39.9 -50.2 -109.4 39.9 -42.5 -10.8 to manufactures recommendation. component design. LAP 5PLIGE DETAIL 24.6 -13.1 31.6 -45.9 -94.3 31.6 4.5. The use of fly ash within to mix design Is permitted such that to weight of fly ash does 30 -403 -10.8 not exceed 25%of the total cementations weight of the concrete. 4.9. Far read)mix concrete the maximum time permitted far complete placement is 90 minutes. e.Anchorage Notes, 100 21.9 -65.6 35.4 -41.2 -18.5 35.4 -38.0 -70.b Greater times are not acceptable. 8.1.It shell be the Contractors responslblllty to coordinate hisAer schedule with the roof truss submittal and properly install the specified anchorage to comply with these drawings. 5.2.All anchorage shall be used in strict conformance with the most current manufacture's specifications.5npson Catalog G-and T-Achorspec unless noted otherwise. 5 O I' V." . 4.1 :1] 8.3.Alternate maufacture substltutias will be considered with receipt of written proposal, STD.90 DEG HOOK NOTES- Including such technical documentation deemed appropriate by the Engineer of Record. 1.FOR EFFECTIVE AREA OR KIND 5FEED5 BETNEEtf THOSE GIVEN THE LOAD MAY BE INTERPOLATED,URERH15E 8.4. All truss to truss connections are considered part of the per-engineered truss system USE SE LOAD ASSOCIATED WITH TIE LOY✓fft EFFECTVE AREA and shall be detailed as part of the truss shop drawings. 2. RL5 AND MIW5 516N5 516NIFY PRE59AZES ACTING,TOVW�AND AFUY DOOM THE BUILDING SLRFACL5. 65.continuous anchorage from fraNr(gAseaing must be provided to the foundations to resist SIRUCNRALnoEiAc5 uplift. 3.ALL COMPOFETS DE51GhED TO MEET OR EXCEED PF155LRE ABOVE BY DELEGATEDEWIFffi2.AS A 8.6 All correctors and fasteners Installed in contact w/parser ative treated lumber shall be 5 CONDITION OF THIS 5464 AND SEAL,AND IN COfPI.1ANCE KITH SECTION 65160-005,DELEGATE EN6hEER ROT approved far such use by their manufacturer and reviewed by 53.1.prior to construction. STD.180 DEG HOOK FORWARD DLYllF£NTATION TO SEI FOR REVI&L 21.. 9.(Not Used) 'slIcET J•J• S NUMBER 5 REBAR HOOK AND LAP DErAI (GR 40) 1/E COMPONENT & CLADDING DESIGN PRESSURE NI FBC 2004/06 t2P EXP -Be) WINDWARD HOMES F:U'nfDARD SKEET x-REPFaNDAnoN vETaLst+5 LAF AFv HOaK GR 4o aq F:�STANDARD ShIEET X-REF3NOTES 2004 FBGVAMPONENTS AND GLADDIN6 130 PARTIALLY 8 2��6 SVRF LOT 14 BWCK 3 . NOTE: Z_LL TESTED ROOF COVERWb PRE-EN&I1ffRED KDOE)TPoF5E5 PARTITIONS DESITHED TO RESIST A SEE DE FOR SPECIFIC TAILS vv n _ Q e 24 ON CENTER U.ND ITFORMATION) HORIZONTAL LOAD NOT LE5%THAN 5 P5F. \ RAF OR FLOOR FRAMN6 MEMEER AT 24'O/C MAX "h APA RATED V MK SHEATHING ` ? Y 12 ASTErEQ FER RCV'F rAILIN6 5GH 3A)LE 2s4 MIN ME STINT&BADE OR OTTER FOR WALLS J Ibd TOENAILS TYPK.AL < A OR j LESS TINTEDUAL TO 100''- ,5M75 0 24'0/0 VERIFY UPLIFT STRAP(TED p p' MAX FOR WALLS TREATER THAN 10'-0'STI1D5,a 16" 0/G MAX IIYLE 2'k TOP PLATE ROOF FRAMIN&PLAN) 6YPSUH BOARD V N✓O.b-I 5GREVE(W OR 5) 0 4.0.0 EEHSE5,20.0.FIELD.U.KO. 15TLRE BARRIER I≤ o 336k3'TAPGOHLP OR APPROVED ALTERNATE® (Rd TOENAILS STUD TO PLATE ,, 5 EA.51DE OF SPLICE AND 48'0/G MAX TYPICAL /�IX2IP EDGE y GG 2'x4 MN.P.T.PLATE -MIL VAPOR BARRIER // IN NI S„ ' . 2x M FASCIA BOARD TYP. y k Ci W/(3)Ibd NAILS ATEATdUY0�� i+4 3 1/2'MIN.SLAB WITH+36 P4.4x31.4 WVF OR FI 5mE. FERAL 51<3151013A PORTER 1/2'316+4STRENGTH W/1 3/8' ACTUATED PASA5TEIER5 WITH I I/2' DRYWNJ_NAILS OR DRYWALL EMBEDFENT SPACED AT 48'0/G MAX. SCUP 1'0/C GELIN6 t 8'0/C WWJ_ MAY BE USED IN LIEU OF TAPGON5 UD'IL[NANE R-W MINIMUM IIYCIMTI 6)150 10/03/05 GLEAN TREATED FILL //\//\//\// IMPS.NAILER TENSED 5/3/06 PROGTORT�35TH 0155 D i/\\/\\\\/ 5TD.90 DEG.HOUK //�// (SEE DETAI TYPICAL INTERIOR NON-BEARING WALL SECTION K LINTEL 5G 8 x8Mlb'K+I9000ND 0000 W S2.(O 15 VERTICAL IN 3000 P5 HEAD JOINT FILLED 114ThF:US-TANDARD SHEET X-REF�FRAME WALL SECTIONSWON-$R6 506 FILLED CEL5.CONE.FROM FOOTING 9000 P51 GONG.AND(1)r5 CC+HL TO BOND BEAM SEE RAN FOR LOCATION 2'x6'-2 S.YR P.T.GARAGE RCHITEGTLRAL FINISH EUGK FA5TEED TO MASONRY W/WNW'J'BOLTS OR 1/2'DIA A30T �'DRYWAUl OVER J'P.T.RRRIN& ATR W b'MIN E-EEDFBR IMO 5TTLP5 s W'O/G VU R4.2 WSULATION SMP50N SET EPDXY W/336'x2'DIA 'MASIXRY TYPICAL PLATE MASHERS.12'0/G VERTICALLY Q J TYPE'5'MORTAR I'xP.T.MADE HAI STD.40 DEG.HOOK 4Nx4'INSPECTION PORT AT EACH FILLED DELL Ij O _ NOTE A :GEOOR DESIGN AND GRA D TRACK MOUNTING DETAILS ��°E g _z ARE TO BE PER THE APPROVED //\\//\\//\\//\\//\\//\\ .' \//\\//\\//\� ►a < `� FILLED CELL.PROVIDE(1)FILLED r.P l AND (2)FOR OFH1IN65 EN6INEERD PER RTHE COMPONENT uP To 16'-0^wvE AND CLADDING PRESURERS RATE FOR ADDm \/\/\/\/\\/\� w RFOPWAOON NOT 5HOEIl,OVN, / / /\/\ `� .. SHOWN HERE WITHIN SEE FOWAnoN PLAN z m m c o TYPICAL GARAGE DOOR BUCK DETAIL / G \ TYPICAL I-STORY MONO WALL SECTION (WINDWARD) A 2.m 52. Cl) F•'TTANUARD SHEET X-REFU'IINDWARDYARATE BUCK DETAIL(MNOWARD)DW6 X ASONEY MALL MEI1C3EEI-STCNOFVI-0 FOOTING 01E0OES G.M.U. 2x8 P.T.STUDS �\ ATTACH SECOND ■/�\,i/j'I+j■ 2x8 5TW W/(2) VERT,IN FILLED CELL ROPE,OF ILM MTI NAILS AT 6'0/G )ROW OF 1/4'x 3'TPPCON 5TAT6 0 8"0/C VERTICALLY P#-fN6R 24 CEN TRUSSES TESTED ROOF GOVB8N6 a 24'ON CENTER UNO. SEE DETAILS FOR SPECIFIC IN ORMATIQI( 12 I VERIFY 2436 SPAN RATED�'05B ROOF PLYWOOD SCHEDULE FASTENED PAL ROOF NAILING SGHEWLE UPLIFT STRAP(SAL z ROOF FRAMING FLAW 2x MIN FASCIA BOARD TYPICAL 51F1P50N 5F2 FROM EA.5501)TOT W(3)Ibd NAILS AT EA TRUSS FRAME TO MASONRY WALL CONN. HM PLATE a+5A£SIDEn 2'x TOP GATE(SEE SPLICE S2.0 DETAIL FOR ADDITIONAL IHE RMATION) In'CDT OR TAG'058.FASTBED 2 x 4 LEDGER W/(3)Ibd PER JOINT F:STANDARD SHEET X-REFWIASONRY MALL SECTIONSWHA5-FRAME 00301 2-PLY TAPCONDW6 8d NAILS®4.0/G BLIRdJE FIE b' O/C E0 4' ANJ 8'0/G FIELD. BLOCK ALL SEAMS 0 5HEARKA-5 ■■■ �J 2+32510 STINTS PER EXTERIOR 5'3I BL 2'04"ALTERING FOR St I 1 A�MALL FRAMING SPECIFICATIONS. /- ' (2)TROTS BAYS 0 4E'O/C -ENGINEERED 0 ROOF SO ND FIAT ERASES s 24'L/MAXIMAM EACH STUD TYPIGPL (S₹FRAMING FL/FE 2'x4'MN_PT.RATE VI/ In'DIA.X 8"J'BOLTS SPACED 0 24'0/G MAX. 2'x4'KICKER 0 48"0/G W(S)(Rd PER JOINT STD_TO DEG.FI00V: 12'NIGH STRENGTH OR 5/8"GYP V8 VV 1 3/b'DRYWALL NAILS OR DRYWALL (SEE DETAI 1 5GREW5 T OK OEILIN6/8'O/G WALL • 0 15TURE BARRIER TILE STRUCTURAL DETAILS 8k8'XI6'KNOCKOUT BLOCK VV HEAD JOINT FILLED 3000 P51 ANC, a5 COM. INTEL SCREEN ET TYPICAL WOOD OVER MAS. KNEE WALL J2 S2.} •O F:LSTANDARD SHEET X-REFWEE WALL SEGTIONSWAD OVER MA5 ENTRY KNEE PARDVI6 DEC 8 2006 TESTED ROOF GOVERNS PRE-EN5INEERED HOOD TRESSES !AND AILS FOR SPECIFIC s 24.ON CENTER U TION) 12 F R R OF NAILIINS S ISC EDu_E y 0Eyq@ R VERIFY tyk BONFRO)164 NAILS a EACH it96 ED S 4l W 2x4 VERTICAL BLOCKS AT EA TK55 ENO. I I V I I IV P>5 /�DRJPEDSE15111FEBARRER 2zMIN.FASCIABOARDTYP.W(3)16d NAILS AT EA.TRU55 HEN RATED SHEATINbFASTENEDNAILS SPACED a 4'0/G BOUNDARIES,TONES AND b'O/G FIELD. PLACE LONE DIMENSION OF FVU05B ACROSS TRO55ENO VERTICAL TYPICAL B'xWxl6'KNOCKOUT BLOCK W 2'zb'BOTTOM RIBBON VV(2)164 NAILS ] cA0 ISSiTO i, HAMS FU L MEAD JOINT FILLED W INTO TRESS D VERTICAL ASS) 16d To/TA/OS EN 3000 PSI CONK.AND n)5 LOJT. RENSEO 5/3/06 • NAILS INTO AP(S BOTTOM GFFOflD LRIFT STRAP(SEE ROOF FRANIN6 FLAW TRUSS RAISED HEEL SECTION � s2.1 I I F:\5TANDARD SFEET X-REPA4INDWARGRAISED FEEL SIIIOAARD)DYL5 -LAST LIN1a TO SET 50 THAT BULK AND LINTEL TO ARE FLASH THAT NOTE:5EE PLAN eorroM of uNAa FOR FILLED CELL PLAN LOCATIONS. v F. :: ii 00 - 00000 O SECTIONA-A m xczc22 I)REBAR SHALL BE PLACED IN THE CENTER OF THE FILL < 2 CELL. „a oz 2 I 8 7 6 2)BENT REBAR SHALL NOT EXCEED A I TO 6 SLOPE. Z 3)MIN COVER BETWEEN REBAR AND SURROUNDING MASONRY SHALL BE I2°MIN. $ °� � �o- L _I G WS0NRW FII M CELL RIEBAR PIACCF.I� &ADiUSTMHdT Pg G 5 F:\STANDARD SF�T X-REFV-IASONRY WALLVMSONRY FILLED CELL REBAR PLACEMENTS cJ2 1 AD.115TMENT o a OI 2•X6•P.T.W I/45d'TAPLOFS o B•0/C TYPICAL O NEE D W FLUSH COT/CRETE CONTACT NOTCH LINTEL WHERE ^\ KNOCKOUT COURSE WITH(I)#5 REQUIRED FOR CONCRETE CLUSTER(3)I/4' 3•TA CONS GONT.FILLED WITH CONCRETE PLACEMENT 2'X6'BRACE a 45 OEG.N-FASTENED AT EACH 01011/5)04 NAILS II�� OINSTALL 2 BLOCKS,GUT TO FIT,3 In'LONG T MN(END TO END AROUND CURVE. FASTEN NOTES. TO BRACE OR PERIMETER BUCK*/14)Ed V 0)11'DIAL HILTI POWER ACTUATED . NAILS.BLOCKS SHALL NOT BE SPLIT, FASTENERS OR EGIUAL W 11/2•EMBEDMENT • I CRACKED OR DAMAGED. SPACED AT 1Y O/G MAX.MAY BE USED IN 1/1'PLYHOOD EA.FACE P1/UT a 4'O/G PLUS(2) LIE)OF TPPGO •,�.. • .' r Iaa^� ED NAILS EACH END EACH BLOCK(4) 2)S .OR PONDER ACTUATED OFASTEN BLOCK TO BRACE OR PE(d11FETER BUCK FE FASTENERS SHALL REINSTALLED IN SOLID 6 STANDARD 90 DEG.HOOK (4)IOd z 3'. CONCRETE FILLED N1A`iONFRY. O (2)2kb'FLAT LATERAL HEAVER W(5)led TOENAIL PRECAST S LINTEL THAFILLN D.IN 3)(3)N5 NAILS MAYBE USED IN TR OF OPENINGS GREATER THAN TED PER SIDE PER PLY. OFF RAM NEN SUBSTRATE S C.ONSTRILTED #YXB'V13LTIGAL STUD a 16'O/G MAX OF FRAME. USE 5 OR ON PLANS 0 W(4)16d 03 I/2'TOENAILS EACH END. OPENING \ O O9 OPTIONALYUNOON J\ MASONRY ARCHED WINDOW/OPENING DETAIL U rPILLED CELL WITH(I)#5 VERTICAL 52.1 SEE FOUNDATION PLAN FOR LOCATION F:\STANDARD SHEET X-REF MA50NRY WALL 5ECTIONSWASONRY ARCH OPENING DETAIL REMOVE INTERNAL INTERMEDIATE/ADJACENT r^ FACE CELL OF MASONRY BLOCK TO ALLOW v, 11t I FOR SOLID MONOLITHIC CONCRETE w PLACEMENT WITH FILLED CELL AT EACH 51DE OF WINDOW OPENINGS.TYP. 2'x TOP PLATE(SEN SPLICE DETAIL FOR ADDITIONAL INFORMATHOW W Q •RA5 PRECAST LINTELBOVE A OFENI% A .�. A TYHcu F ■M■ >N 1 m • 2x4 STUDS AT 16'0/G 11/13)164 #� �TION PER MANFACT11RERS LINTEL SCREEN TOENAILS AT 16 END SPECIFICATIONS H6d NAILS a 6.O/C AS V. 4a 1 • PLY 15 APPLIED 2-PLY 2'x SILL W 16)164 PER END AT EACH SILL OH HINT OR FURRGANE PRECAST SILL W FU L MORTAR BED JOINT PLY 2x4 BLL.W(B)Ibd TOE NAILS a TOP hYP) DO HOTTLO/ICE MULLNION CONECTION CTURAL DETAIL 2-PLY 2k SILL 'KNOCKOUT BLOCK FILLED NTH N500 PSI O � O O O W(b)Ibd PER END S•B'ATR W SINPSON SET EPDX( NORAPR NTH n)5 GOVT.FOR OPENINES SECTION A-A - AT EALFF SILL W 8'B'BFDMENT IMO FOOTINE MOT 6i T-.THAN b'-0'OR NNDOV6 TENT REGUIRE - (AS NEEDED INGLIOINS STEPS OR Ib'ENBFDMBRT a VERTICAL NALIOFI5.NOTE,5 TO EXTEND 6'INTO NOTE 5: 2x4 STUDS AT CORNER FILLED CELL OR I2'EN.B.o ADJACJ3li FILLED CELLS EACH END TYP. I. FILL LINTEL AND CELLS ABOVE LINTEL 16.oKI W(3) 1D INTERMEDIATE FILLED CELL.INSTALL •MASONRY TYHGAL 2. VERIFY THAT ALL REINFORCEMENT HAS BEEN PROPERLY PLACED TOENAILS AT EA END a GBRTERLINE BOND BEAM/FILLED CELL(TYP) 3. SEE PLANS FOR ADDITIONAL INFORMATION OH (A5!✓EmED �2•x PT BOTTOM HATE (AS N8:/DED INTEL SCREEN AND FULL MEAD JOINT 4. DOOR AND WINDOW INSTALLATION TO BE PER MANUFACTURERS 5 IGATION5 FRAME / NI.B EXTERIOR WINDOW M1 TYPICAL SECTION IBRU VANDW �a1 TYPICAL PRECAST LINTEL ASSEMBLY F:\STANDARD S'�T X-REFAFRAN-¢KALLL 5EGTIONSY700D NIN NLB S2-1 F:\STANDARD SHEET X-REFANIhdwmQATYPIGAL LINTEL SECTION N DK4FD.dw S2-) F:\5TAWARD SHEET X-REFV4A50NRY WALL SEGTION5\LINTEL ASSEMBLYDV6. 52.1 Page is too large to OCR. TRUSS CONNECTOR SCHEDULE` NOTES: lO HETAL2O WITH(15)101)X 1 1/2'd 5 I/IS"EMBEDMENT.SEE 01/53.1 �' a UNLESS OTHERWISE NOTED,ALL TRU55 TO ¢ 9a � gs' FOR ADDITIONAL INFORMATION(TYPICAL TRUSS TO MASONRY CONNECTION) (U=18101-8) MASONRY GONNEGTIONS TO BE HETAL2O OR APPROVED EQUAL.SEE DETAIL FOR -ffp " O SIMPSON HIO WITH(8)8D X I I/2'NAILS TO RAFTER 4 PLATE(IS)TOTAL.SEE ADDITIONAL INFORMATION ,- CJ (2/53.1 FOR ADDITIONAL INFORMATION(TYPICAL TRUSS TO FRAME CONNECTION)(U=990LB) çJ ` > O UN LESS OTHERWISE NOTED,ALL TRUSS TO FRAME cl 1 p,z O NOT USED 'Z CONNECTIONS TO BE SIMPSON HIO.SEE .-H (VT to c9 1,0 DETAIL FOR ADDITIONAL INFORMATION. �O U U ()DOUBLE(2)SIMPSON HETA20(ONE EACH SIDE OF TRUSS)WITH(20)105 X I BS' 1/2".SEE 04/53.1 FOR ADDITIONAL INFORMATION/I-PLY U=2035LB,2-PLY U=2500LB) THE EN6IIEER of REcaRD HAs Nor REvi D THE FINAL TO VERIFY LOAD PATHS. 1U 1 LAYCUE OR ES THERIII6 TO VERIFY LOAD PATHS. BJ6 p RESERVES THE RIUlf TO MAKE ANY REVISIONS DffMED NECESSARY AFTER C J1 C J 1 .bB N0IIDER O NOT USED THE Trans 1-1-ERIN&AND LAYc 1S 4_w IED ro ra0 ruc NAME SAID EN6IIEER = \\ I=ED I0I0J105 AS A CONDITION OF THE SIGN AND SEAL OF THIS CJ3 ti C J 3 WE m, 5/3/06 DRAWING PER SECTION 6161530.006 1 E GATED w w O NOT USED EN61NEER'S RESPONSIBILITY,THE DELEGATED ENGINEER (TR!155 ENGINEER)SHALL FORWARD THE DELEGATED CJ5 J7 CJ5 EN6RE 1-DOLIMENTS TO THE ENGINEER OF RECORD FOR REVIEW.FAILURE TO FOLLOW THIS FR(KEp)RE E J S DIRECTLY RESULTS IN WITIIDRAYiAL OF THE ENGINEERING A11 G 4 __ O NOT USED SEAL oP THIS I-T. 4 ALL ANCHORS TaER INSTALLED PER SIMPSON O-2OO6 AZ O CATALOG AND T-ANUIOR SPED.W)EPDXY. O NOT USED FOA LATERAL B ESRAC AO SPE-OIFIED BY THE R A9 DROPPED FLAT TOPS 8 IENT Twrss DESI6tER SHALL aE DIAOOEELLY RESTRAIPED To OF HIPS FOR FRAM I NC PREVENT BUCKLING WITH 45 DEG."X"BRK.IN6 AT 2O-O' (GIRDER NOT DROPPED) O NOT USED ON CENTER OR TERMINATION,—ILH EVER IS LESS. (SEE FRME 4 of HIS-9U.X'BRACING SHALL BE]x4"I11 S.YP.CR BETTER A7 rated otherwise,All Exterior-Gelllrgs 0eskjle4 as t1CJA 6osed.Attach exterbr gds CNIIIlg�I— oard with 1 315 030011 screws aC T ac.(frock all set-ow) A5 OPTIONAL BAY WINDOW I € .H co to to c0 '-1 U U a CJ1 = J7 CJ1 CJI V S7 ti O CJl � CJ3 CJ3 ii V U CJ3 CJ5 CJ5 CJ5 _~ 1 ti ti Lo `9 G C2 CZG B CI ti ti cl V CJ1 J7 Vj CJ1 CJ �j EJ7 EJ7 'n_, JI v7 CJ3 w CJ3 cJ J3 M~••1 1-.1 CJ5 EJ S L� CJ5 cJ J5 v 4 AI 4 A10A11G 2—PLY 4 Alo DROPPED FLAT TOPS R 8 DROPPED FLAT TOPS k 8 r♦ W VT OF HIPS FOR FRAMING = �= A OF HIPS FOR FRAMING VI A8 A8 W GIRDER NOT DROPPED) (GIRDER NOT DROPPED) A7 A7 A6 AG A5 A5 __ V __ _____ __ v; 4.1U ILE DETAILS OPTIONAL BAY EXT. W/ LANAI OPTIONAL REAR LANAI LET S3 DEC 8 2006 SVRF LOT 14 BL( CK 3 . CAD FILE NAME ISSUED 10/03/05 TENSED 5/3/06 SIOO X 1 1/2 NAILS 1 O a O I/16'E4BEDFENT � n�p F i a ai ° UPLIFT Fl F2 UPLIFT Fl F2 2.. (a)ad x 11n•NAILS TO F F18I0 LB 415 LB 1100 LB 440 LB 525 LB 525 LB y m RAFTER ATE)RATE(16)TOTAL �5tro.g-ne �4 O 1 4 r HE rAL rAL2o 0 SIMPSON H10 Gz HETAL 20 a 53.1 5 .1 3 F:�STImARD SHEET X-REFUR�fi GONIEGTIOtKW10.DW6 F:l5TNDAlSJ`JBAf X-REF\TWE5 GONIffGTIOt5WETALDWC NOTE: 2-PLY PRE-ENGINEERED HOOD PLACE()STRAP ON EACH SEE EN6.FOR NAILING DETAIL TRU55 SIDE OF TRU55 TYPICAL 20-IOD X I}•I PLY,24-162 2-PLY 2^x4•BLOGKIN6 W(2)16d TOENAILS a EA.END PLYS UPLIFT RI F2 GONG.FILLED BOND OR I 2035 LB IOY LB 1305 LB G.I.P.TIE BEAM F 2 2—LB 1055 LB 1305 LB " $ NOTE: BLOCKING AT RIDGES & VALLEYS SECOND HETA2O NOT j i RD6E VENT:FASTEN TD ROOF SEE ENG.FOR NAILING DETAIL SHOWN FOR CLARITY PER MFR'S INSTALL IN5TR.GTION5� ■, . 2x4 BL-O&KING a BOTH 51DE-5 OF VENT TOP CO Ri 0 OF EN6.R TRUSSES v . W(2)Ibd TOEtIAIL5 EA END z M015TURE BARRIER O DOUBLE SIMPSON HETA20 RIDGE VENT DETAIL « TGT Dw gK F\STNDARD SHEET X-REF\TRISS GONNEGTON5\DOIELE 12TA20DWG 53.1 53.1 I�••� F:L5TAMJARD SHEEP X-2Ef\TR55 ROPLIN6WC6E VU/IT DETAIL 2 FRUAOIUHGEREP NOOSES 2 WC w TRF..ff5 0 24.O/5/G VERIFY IS-IOD X I2" TRrs HOLD-Daw FEu ENNF. WWLATION BAFFLE UPLIFT Fl F2 GONG.FILLED TOND OR GIP.TIE BEAM 1535 LB 810 LB 880 LB �ALUMINIM DRIP EDGE F2 e° 2x FT.SOFA5LIA V. 401 U°HIGH ALIFIITEP FASCIA LONT.VENT ALLMINO SOFFIT FI (RAKED)TYPIGAL STRUCTURALDETAIL5 11 ON Th _____________ MJI5TURE BARRIER s cr USP LPTA c9 ARCH. SOFFIT DETAIL AD F.\5TNDARD SHEET X-REF\TR15S LOWECTIOWLPTA 53.1 53.1 • F.\5TANPARD MEET X-REFWASONRY WALL 5ELTIONSN'IINDHARD ARCH SOFFITDNG DEC 2 2006 MAX 20'-0"MAx THIS IS A DANGEROUS CONDITION "X, RAGE SEE NT.EOTTOM GO BRACING I"X4"MIN. ll 2 PET. SHEATHING FIG. 1 FIG. 2A FIG. 2B 0�>~ 0� $4 05 Yr Lor- sION'=, TO PREVENT 245 DIAGONAL BRACE_E_TRAINr CKLI (02w ` jg BEFORE AMID AFTER�� FAILURE,AWJiLtt V9TNIN Tfr UNIT(3A t 3B) EUNK. OR RESTRAIN TFR EXAMPLE '� g OLATERAL E:RACIN61 SHEATWH6m HP Rm Q GONTINUCU5 LATERAL BRACING 115E METHOD 54006 N LOFA'RE`-fiION Vim, • V (LLB)MAINTAINS SPACING,BUT SLOPING OR VERTICAL, —_ O PERMITS LATERAL BUCKLING FILE 2A OR 25 OR FEB NIEEPIN6 GVi ' OF ALL VEB MEMBERS AT 4 i BRACING. = Q w O THE SAME TIME z O 21 W } BEARIN5 FOR TRUSSES (LB QW I iV 214440 OR STUD GRADE 0%NAILED THE DRAWR65 BELOW(FIG.3B)SHOWS HOW TO RESTRAIN THE CEILING TO OPPOSITE SIDE OF 660 AND CAD FILE MANE X O REFEATED AT 20 FOOT Isy/Ep iD/o3/OS 4CONTINUOUS LATERAL BRACING((LB- ). INTERVALS TO RESIST LATERAL MOVEMENT. (EASED 5/3/06 X TE DIAGONAL PER MAY TRAVERSE MORE THAN TWO ATTACH TO 1605)4Th(3)IOd Q BRACE RESTRAINT(DER- )MEMEER5 ARE 2449, TRUSSES,DEPENDING ON Tars 666HT. COM MON NAILS. TM 01425 OF('HIGH ARE ATTACHED TO TOP 4 BOTTOM uHORON.THE DIAGONAL DACE MAYBE ATTACHED DIRECTLY To ANCHORAGE AND RESTRAINT OF LATERAL BRACING TB6 THE(LB OR TO THE FEB OFE'OSITE THE(.B.USE THE SAL'S NOTE: NAILING SHOYN IN FI6,3A F:\5TNmARD SHEET X-REFTZY55 BRAGN6VATERAL BRACIN6DW5 S32 I)SEE TR155 MANUFACTURER'S SS ENGINEERING TOP 6 BOTTOM CORD GUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING® THIS DETAIL ISTORE USED 1650 CONTINUOUS LATERAL BRACING(GB) THAT MY BE REQUIRED 4'-O"O.G.MAX.FOR MAY BE USED IN PLACE OF PER 2)"T"BRACING MANENT T�PGIN6 IS 5FEGIFIm ON A TRUSS DESIGN BIT 064 PLTCiRNMTNE 660FIRST(4)ROWS OF TRUSSES T-BRACE BRACING p-TRW 15 DESIRED. BRACING PROVIDED IT EXTENDS OVER AT LEAST 40%OF THE FEB. OR OR L-BRACING: L-BRAGS NOTES: REQUIRED MIN. PERMANENT TRUSS BRACING TB4 APPLY TO EITER SIDE OF VEB TENS DETAIL I5 ONLY APLY EBLE FOR 6+45 TO O6 TIE 01146 OR D (.LB SFVOHW ON 51M16LE FLY SEALED DE516N5 T-BRACING SCAB NARROW FACE BRACING. LAP DETAIL S32 ATTACH WTH Ibd NAILS AT 6'04. BRACE BA MIWH.M LS AT 6 Y✓� ALTERNATIVE BRACING 5PEGFIED IN CHART BELOW MAY BE CONSERVATIVE. MEMBER LENGTH FOR 141NIRH ALT3RNATIVE BRACING,RE-RN DESIGN WITH APPROPRIATE ti o BRACING. YEB MEMBER SPECIFIED(LB ALTERNATIVE BRACING T-BRACE L-BRACE 512E BRACING TOR LIRA CE SCAB BRACE 205 OR 2X4 I ROW 2X4 1-2X4 z 2X3 OR 2X4 2 ROY6 2X6 2-2X4 y ,5)2 206 I ROW 2144 I-2X6 < rn SCAB BRACING: 236 2 ROVE 2X6 2-2X4() 7- ATH(2)100 x1 3' 2X6 I ROVI 2X6 -2X8 Z W m z d a NG AT EACH JOIM APPLY SC/B(S)TO WIDE FACE OF YEH. G7�aj 2 NO MORE THAN 0)SCAB PER FACE. lxb 2 ROVE 2X6 2-2X6() v ATTACH 14Th I0d NAILS AT 6 O.G. SCAB BRACE T-BRAGE,L-BRACE AND SCAB BRACE TO BE SAFE 5PEGE5 AND GRADE BRACE I5 A MMIMUM 80%OF VED OR BETTER THAN FEB MENDER(NEE55 SPECIFIED OTHERH5E ON Z ,a TOP OF TTRUSSNEMEER LENYTH ENGINEERS SEALED DESIGN. IT BOTTOM CHORD (.)CENTER ON WIDE FACE OF FEB.MELT 0)SCAB TO EACH m Z FACE OF RUN LAP SPLI ETAIL TB5 CLB WEB BRACE SUBSTIT[PIION TB2 53.2 53.2 TNDARD SHEET X-REF\TRUSS BRALINGWERMANENT TRUSS BRAGEDVY F:KTANDARD MAT x-RffUR/AJ�BFRAGiNI6 51.95nMbNIJW6 RIDGE LINE (A)2X6 OR LARGER SP 42 OR ERA 41/42 VALLEY RAFTER (2)ISO NAILS,TOE-NAILED l}N2U (B)2X4 SP OR 5PF%3 CRIPPLE(MAX HEIGHT 6'-3") CRIPPLE INTO RIDGE BOARD PARTIAL FRAMING PLAN (C)2X4 SP OR SPF 43 CRIPPLE(MAX HEIGHT 6-3") (D)2X6 OR LARGER SP 42 OR 5PF 41/42 RIDGE RAFTER 3)ISO RAILS Ibd TOENAILS COMMON NOTE: RIDGE RAFTER(0)MUST NOT BE OF LE55 SIZE THAN BLOCK TE5 I6d NAILS AT 24*24"OC THAT OF VALLEY RAFTER(A). A MINIMUM I2NX4"VALLEY lB) $ FRAMING REQUIRED NOTE: REFER TO VALLEY DETAIL VALTRUSSOGHM FOR (G) 2"x4"BLOCK W/ (3) SUPPORTING TRUES BRACING DETAILS, ISO TOENAIL EA./ENDEY ,,[(B),(C)MAX HEIGHT 411Th 1X4"T"BRACE IS 9'-10'. RAFTERS (B),(G)MAX.HEIGHT WITT�2X4"T'BRACE IS II'-2". (2)I6d NAILS,TOE-NAILED(TYPICAL) RIDGE RATED SHEATHING CONNECTED TO RAFTER /' FOR 1X T"4 AND 2X4"T"BRACING,BRACE TO BE SAME GRADE AS CRIPPLE. TRUSS TOP CHORDS PER SPECIFICATIONS FASTEN 1X4" BRACE TO CRIPPLE WITH SO NAILS AT 4"Or— (3)I6d NAILS,TOE-NAILED THRU FASTEN 2X4'T'BRACE TO CRIPPLE WITH I6d NAILS AT 4"OG. CRIPPLE INTO TRUSS TOP CHORD = TOP CHORD OF TRUSS BENEj'4TH VALLEY SET M05T BE BRACED WITH PROPERLY ATTACHED RAT,tO SHEATHINGOR PURLING AT 24"O.G.OR (2)ISO NAILS, VALLEY SURGING AS SPEUFIED ON THE ENGINEERS SEALED DESIGN TOE NAILED FOR THE SUPPORTING TRy)55. INSTALL 2'x4'CROSS BRACING 0 RIDGE All) 4'-0'MAX VV(3)Ibdx 3 52 NAILS s EACHP GOMNION TRUSSES AT 24"OC 6d COMMON NAILS® 8d GONIMON / INTERSECTING MEMBER 3 112 TRUSS IS l��I 3:: FIELD EDGES AND 3" NAILS e 6"O/G EDGES AND 6' /, (3)Ibd NAILS, FXPOSm TO VVINm. O/G 0/G FIELD / TOE-MAILED ro) C3)ISO RATED NAI L5,TOE-NAILED PROVIDE 2x4 GLOOKING MAIN(3)IRA TOENAILS IIHNOTES:I) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS j SHEATHING (AU + AT EA END AT VALLEY/ SPAN 2) END JOINTS OF THE SHEATHING TO BE STAGGERED AND OCCUR OVER FRAMING. / (3)Ibd GIRDER/GABLE SHEATHING INTERSECTION TYP. PROVIDE) 2x4PLYWOOD 3S G EACH JOINT 3) 2x4 BLOCKING NL!(3)I6d TOENAILS AT EA END AT ALL NON SUPPORTED SHEATHING NAILS,TOE-NAILED EDGES TYP.(VALLEYS,RIDGES,VENT AND STACK PENETRATIONS..) DIAPHRAGM TIN SCHEDULE +�.' SUPPORTING TRUSSES CONVENTIONALLY FRAMED VALLEY DETAIL, TB3 ROOF DIAPHRAGM NAILING SCHEDULE TBa AT 24"OC MAX SPACING FIST/NE/RD SHEET X-REF\ INGVROOF RAILING 532 S32 F.\STANDARD SHIEST X-RETITaUf BRACIN6Y,lXN VALLEYDW6 U I ROOF SHEATHING 2'x4'KICKER®48'O/G )00 NAILS TYPICAL (3)160 TOENAILS TYPICAL -(3)I0d NAILS TYPICAL LBd5TH L(IN) Lii SEE ROOF DIARARA! PH(3)I6d NAILS/067/OR TOENAILS AT EA 2'X4''X'BRACE ATTACHED J 2'X4"'X'BRACE ATTACHED T'X4''X'TRACE ATTACHEDG * ' NAILING 5CFHED'ILDIRECTLY TO TRUSS VEB DIREGRY TO TRUSS CHORE DIRECTLY TO 16,55 SLAB W INTERSECTING TRUSS MEMBER(SPLICE AS DIRECTLY FRS-ENGUEERED ROOF MIffDED PER RAT RUN LAP SPICE DETAIL) TRUSSES®24'O/L MAXIMUM IY II (SEE FRAMING RA OUT OF LACES : !K. TOLERANCES N g M IX N) D/so D IFTI E ;=.D a 12' 1/4' I' LENGTH L(lb LENGTH L(IM 24' 1/2' 2' �3 3' o V. 4. * 84' 1 3/4' 1' ( 8' Gn OF PLANE INSTALLATION TOLERANCES 108' 2' 9' CON) L/20O L(FT) CON) L/200 L(FT) TOE T.RAT RUN LESSER OF 1108' 2' 1(3 STRUCNRAL DETAILS 2X4 VERTICAL SLAB AS NEEDED 6+05)00 LNEE'Tv RAT PIN 2'x4"SCAB YU(3)100 0,50 OR 2' `A' I/O' 42' 200' LE?161H AS NIffDED TOP AND BDr. 100• 10' 83' 150' V-I/4' lob' - OR DIAGONAL BRACING TLS TOP Alm BOTTOM CHORD TYP. WOOD PLUMB LINE -ENGINEERED MOOD 150' 3/4' 125' 300' 125.0' 2'X4'CUT TO FIT SNUG BEIVEEN T V55E5 o 24"O/C TR05F ES o 24'0/G TRUSSES O 24'O/C TRUSSES N(3)160 INTO TOP PLATE AHD(3 160 TOENAILS AT EA END OPTION 1 OPTION 2 OPTION 3 2'x TOP PLATE(SEE SPLICE 'NOTE: "X"BRACE TO BE FASTEEP TO VHRHCAL SCAB OR PEE W/(3)10063'NAILS AT EACH TRUSS O{Jr OF PLUMB TOLERANCES OUT OF PLANE 7�OLERANCFS. DETAIL FOR ADDITIONAL INFORMATION} GHEE NON-LOAD BRIG. FRAME WALL ROOF PARAI. EL TP2 W BRACE DETARS TE3 TRUSS INSTALLATION TOLERANCES 532 F:'GTNOARD SHEET X-REF\TR/55 BRACINGYI-BRACING S32 F:\5TAMJARD SHEET X-REF/TW,55&RAGIMSUN5TPLLATIOH TOLERANCES .2 F.l5TANDARD SHEET X-REFYRAME WALL SEGTIQ6TRO F TW5S PARALLEL TO NLB FRANS.UPI DEC 2 06 A #'Endura SVRF LOT 14 BL CK 3 For Masonry Rough Openings 000R co 4f o*i SYSTEMS ft ____ n HH ₹ 4 l r l i 5sscen r . . �» .. .a sdaast�5 s f w�� z }Screws per s eat 14' Er spring for seo ores I �f S Single door unit Single door unit with two sidelites Double door unit z O g Single door unit with one sidelite g (boxed construction) (boxed construction) J � � Q a Q z O o Il 11 11 1111 11 11 1l o O 2 CL y I!_ M 3 ' SILICONE APPLICATION MINIMUM FASTENER COUNT 5 1 eners oc cerircal fra rno men der and 3₹n header for 68 :r€ts ' 7 fasteners per vertical Pram€n8 member and 3 in header for 8 121115 s€ c.Ra LATCHING HARDWARE Li' _5 y att4in Cornet€ante rr ain€es that ANSI A155 5 GRADE 2 ar bet?_r eylind73G3t and deadhol,security ..fir • lock sat de installer Follow≥assembly instructions PDF-Al X( NOTES SHEET NO. ..:'.1C(F�'1.fP,a.,f 1[}wgl,,.. £ t:r, ., ?� ..73 4 Tt,1_a�f2'a£ v..,,--.4 y ih__,.;?a,d..a[rl,8t₹aUtfi f Y ;;E � "4r j�C�S�tfl 1 3' .t er j • +9 r 1 o rut 00", ear'slcfl -r3; 3 zt[ r n3 ,r=A t 3£ �€3 i� i Prli p i U7�1 Y£r it tl � - ,� �ni �1° €r r,t�E i r ��.r a� 2 .; r 3.+nn €rrar Y t� rs X₹�s� {i r"aPPreX �h rl1n �r, t; 1,r e r��2 �� r „ rXxsf,a� Double door unit with two sidelites e,.cr£unto_AST A 6 9__ w,,. U5,Tipe , r €€s'r i ri r .,.�H.a „orAfl - .l..ity rlurncar .6_iC°,<A.., � M.'1s. •l 4.;f)„d.Jl 22 vnd 07-4215dt}3[rtrcnfle..t IS t`„trc, Ire,'r5r- 'Fk;= Stock Building Supply Design Pressure Chart Portrait Doors Door Door Style Structural Design Florida Assembly Height Width Fiberglass Pressure Test Report# X 6' 8" 3' Opaque +65.01-70.0 6184.1 XO or OX 6'8" 3' Opaque Door +47.0/-47.0 6184.2 6' 8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 XO or OX 6' 8" 3' Opaque Door +47.01-47.0 6184.3 6' 8" 3' Sidelight Glass ODL Screw Frame +47.01-47.0 6184.3 OXO 6' 8" 3' Opaque Door +47.01-47.0 6181.4 6' 8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 OXO 6' 8" 3' Opaque Door +47.01-47.0 6181.5 6' 8" 3' Sidelight Glass ODL Screw Frame +47.01-47.0 6181.5 U N XX 6' 8" 6' Opaque Door + 50.0/-50.0 6184.6 E OXXO 6' 8" 6' Opaque Door + 50.0/-50.0 6184.7 Z O 6' 8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 p N OXXO 6'8" 6' Opaque Door + 50.0/-50.0 6184.8 6' 8" 3' Sidelight Glass ODL Screw Frame + 50.01-50.0 6184.8 X 6' 8" 3' Glazed ODL Smart Frame + 55.0/-60.0 6142.1 z XO or OX 6'8" 3' Glazed ODL Smart Frame + 48.0/-50.0 6142.2 0 6' 8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 0 OXO 6 8" 3' Glazed ODL Smart Frame + 48.0/-50.0 6142.3 6'8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 XX 6' 8" 6' Glazed ODL Smart Frame +47.01-47.0 6142.4 OXXO 6'8" 6' Glazed ODL Smart Frame +47.0/-47.0 6142.5 6' 8" 6' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 X 6' 8" 3' Glazed ODL Screw Frame + 50.0/-50.0 6142.6 XO or OX 6' 8" 3' Glazed ODL Screw Frame + 50.0/-50.0 6142.7 6'8" 3' Sidelight Glass ODL Screw Frame +60.0/-60.0 4177.1 OXO 6' 8" 3' Glazed ODL Screw Frame + 50.0/-50.0 6142.8 6' 8" 3' Sidelight Glass ODL Screw Frame +60.0/-60.0 4177.1 XX 6' 8" 6' Glazed ODL Screw Frame + 50.0/-50.0 6142.9 6' 8" 3' Sidelight Glass ODL Screw Frame +60.01-60.0 4177.1 OXXO 6'8" 6' Glazed ODL Screw Frame + 50.0/-50.0 6142.1 6' 8" 3' Sidelight Glass ODL Screw Frame +60.0/-60.0 4177.1 SHEET NO. D2 6 q REY DATE 01 ? 2a02 NEC, LOADS WERE -37Z-,55.5 DES/TEST; PUSHNUT TESTED 1S GA. PAINTED END STILES ATTACHED TO DOOR ONE INT€RMEDIAT€ STILE BETWEEN EACH EUBOTS LOCATION. SKIN WITH PATENTED TOG—L—LOC SYSTEM ATTACHED WJ TOG L—LOC (TOP. Boy) 1 (TOP. BOTTOM & CENTER). HORIZONTAL TRACK SUPPORT BY AND URETHANE ADIIESK (ALONG CENTER} 18 GA. GALV. DOUBLE END STILES DOOR INSTALLER (TO SUIT OPTIONAL 1j8"ACRYLIC OR ATTACHED TO TOP AND BOTTOM RAIL SNAPMNGAGES114x5/S SHEET META.SCREWS A 055 GLASS LITE5 AVAILABLE WITH PATENTED TOG—L—LOC SYSTEM. ONTO TRACK, LHR TOR BRACKET DOOR COUNTERBALANCE SYSTEM (SEE SECTION B—B) ONE TCH ON tti 0EACH ' L OV HORIZONTAL �]� p 0 ,Ic 0 INTER. STILE �" 0 Q J 0 13 GT+. GALW. STEEL FLAG BRACKET. ra T I fir OUTSIDE KEYED END TAPPING SCREWS. JJ %'JB��`- C VIEW "R" HANDLE .,�'- STILE 14 GA. END HINGES OW HFAL)EROOM OPTION '-u _ VIEW"C" INSIDE HANDLE ` HT V SNAP LATCH LOCK OPTION Li in nJfl11 r=flr=i r,r-i i"DOOR OVERLAP (EACH SIDE) 1 hr STOP MOULDING BY DOOR INSTALLER (TO SUIT) 2'GALV. STEEL TRACK, _ TRACK THK:KNESS: .083" LOCK E SliDE DOLT 16 GA. GALV. STEEL 8 OA OALV STEEL DOUBLEILE STILE TWO POINT LOOKING END 2x6 YELLOW PINE JAMBi INTO TRACK. STILE INTO VERTLCA.L • TRACK.ONE 20 GA. GALV. STEEL.INTER. STILE ? TIP. 21/2*12 GA, GALV, LOCK ON STEEL,TRACK BRACKETS. N SIDE 12 GA GALL, STEEL.TRACK / OISTRPLCE BETWEEN BRACKETS ( LOCATK?N OF OF DOOR. CYAdCKETS FA5IEMED Ta WaDO JAMB✓ NOT TO EXCEED 14' O.C. it OPTIONAL VENT — A OPTIONAL OUTSIDE KEYED LOCK POSITION 8 USED FOR LOCK____ HOE OPTION S/ i1 TOS%GEED 4G a 0�, C8 TOTAO RVETS PER SIDE MAX. DOOR WIDTH Ta'^2 BOTTOM DOUBLE END STILE. �7/dS" NUT(X2 PLJSHNUT FOR DOORS UP TO I SIDE E€ TM,� END INSTALLED ON ROLLER SHAFT (7 TOTAL BRKTS PER SIDE STILE FOR UNRESTRICTED OPERATION. FOR DOORS UP TO 8'D' HIGH), INTER. 14 GA. GALV. ST££L ROLLER HI .. STELE 2"GALV.STEEL TRACK FASTEYAFJi TO FASTENED TO END STEES EACH IS CA GALV. STEEL CENTER HINGE �; DOUBLE TRACK 1�...L: i2 GA. GALL. STEEL TRACK l3RAGKET5. 14x5/$"SHEET METAL SCREWS N FASTENS Tfl INTER. STELES W 4) LOW HEADROOM IS i1LRSOVER07"•rJ HIHCFtCETNOSa7S'a`IT 0 (5)aSECiS(tiOT SHtS4vN). TRACK ATTACHED Ta P.ACH BRACKE? AVAI„A86.E AS AN aP7EDN OUTSIDE WITH ONE ija•x5/8"BOLT&NUT 2 1/4"SELF TAPPING SCREWS PER �11AxSfa SHEET METAL SCR . 2 THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS WANDLE OR TWO I/4 ON. RIVETS, D HINGE SHALL DE THE RESPONSIL31LITI'or NE PROFESSIONAL OF LOCK 2 ON, LONG STEW, TO BALL.STEEL ROLLER. RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE ESIN WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON PREPARATION OF UMIBS Er OTHERS. THIS DRAWI:••NG. LOCIC BAR LOCKING OUTS!TSF KE1'Ea LCM:K TRACK ON .,EE00N ci;:: /�� EACH r roFASTENER NTAL.(TOP) JAMB \L/ FRONT FRAME WITH U.V. OF DOOR. D FROM DOOR) ��''11 DATING ON OUTSIDE SURFACE Ate. T R IN G TR T R ATTA. M .NT �1 THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK O w ill I `ti"'"'"" V rI1 TO THE 2x6 VERTICAL YELLOW PINE(GRADE#2 OR BETTER) JAN85. NO LOAD FROM THE DOOR Z IS TRANSFERRED?TO THE HORIZONTAL(TOP) IAMB 0 OSB ASS OR WINDOW LTTE 2) ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRED)COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. MOLDED INSIDE 1 f8"GL ACRYLIC SE01[Of{_.@.- j LETS RETAINER /$x3/4"PAN H€AD SCREW WOOD FRAME BUILDING 2'THICK—R (10 SCREWS PETH LITE) STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN(3) 2x4 (UP TO 9'v*$'H) THE OPTIONAL GAZING KII*N GN THIS LI WIIS PREIS THE OR () 2*6 (UP TO IB'2'YtxB'H) PRESSURE TREATED GRADE 12 OR BETTER WOOD STUDS OF A STRESS Q a VND LOAD RE0JW M[NTS 1W THE FLORIDA IA"COVE GRADE NOT LESS THAN 1206 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (F,). L, DC1 WIN. No. T STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE SEMIS OFFASTENERS, Cl) e I o N SECT.16CM 1.4 THE a oR eA rx .9aM9 TICAL Z m s t l( xl BLOCK WALL. OR CONCRETE — ct P 12 GA GAL:V, STEEL.TOP ROIJ,R BRAG E`. 2xa WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. EACH BRACKET ATTACHED W 4 /)4B/�B" BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH REINFORCING BARS EXTEND NC r Zx&VERTICAL .JAMB O z SHEET METAL SCREWS. AI,JJ I SLIDE ATTACHED 11410 THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS 3 TO TOP BRACKET WITH (2) 1fa"x1f2" BOLTS AND I TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLLMNS TO BE. NUTS PER BRACKET. DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT OF RECORD. Q O 2f$/tom'.) 2x6 JAM6TO PP IN STRUCTURE ATTACHMENT SHIP LAP JOINTS. _ (NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS) z DOORS UP TO 16'2"Wx8'H 4 TALL C--CHANNEL MAXIMUM 16 GA, GALV, STEEL. MIN. No, OF ON CENTER • FASTENERS DISTANCE. STEEL PER VERTICAL BETWEEN WASHERS BUILDING TYPE FASTENER TYPE JAMB FASTENERS REQUIRED? '"'"--�14 GA. GALV. ROLLER HINGE. -D FRAME 1 _ 7 _. IS9 D EACH HINGE FASTENED TO NC STELES Wf(4) #14WS SHEET METAL 2.000 PSI MIN. CONCRETE 1/4 x 1-3 4 MIN. EMBED TAPt:01N CONCRETE ANCHDR 9 11 'AND (2) 1/4x314 SELF TAPPING SCREWS PSI MN CONCRETEtT-1 2 j (SEE VIEW"8") '- ONE 4"TALL x 1S GA, C.-CHANNEL PER DOOR SECTION, UAM WTSTTtT IB.P.i. _ DESIGN LOADS: •+•37.0 P.S.F. & ••••41.0 P.S.F. (1) 1/4"x314' SELF TAPPING SCREW PER STILE LOCATION. P x (EST DADS;. -Fr55.5 P..`S.F. t�E -61,5 F'.S.I"•. (S VIEW 0") ORIGINAL DRAWINGS ARE SIDNED IN BLUE THIS DOOR MEETS x `1$5'THE 25 GA. MIN. EXTERIOR SKIN •WITH a-40 -'�� 11415 OOR MEETS OR EXCEEDS THE ESIGN LOADS FOR THE WEND SPEEDS LISTED BELOW INK WITH A RAISED SEAL (EMBOSS). GALVANIZING, ELIKED-ON TED TOP AND A D (5) PER DOOR SECTION :LOADS FOR THE WINO SPEEDS LISTED BELOW ACCORDING TO THE 2001 FLORIDA BUILDING BAKED--ON POLYESTER ES OF TS T COAT 1-1/416''WIDE x 16 DOORS, CEPT. 6) T. J APPLIED TO BOTH SIDES STEEL.SION. ON WIDE EXCEPT (&) STRAPS ON 2ND (LOCK) COOS SC TO THE 2001 FLORIDA IND CODE (ASCE7I) FOR THE FOLLOWING a SECTION (SEE INSIDE ELEYATIONt. EACH STRAP ATTACHED COD€{ASC£7-98CLOSED FOR THE FOLLOWING CONDITIONS; 1)> -E7 GLQS£R_.$1tEkG.. »wvacru n r e�mausea StiEEi -SHEETS iGtnirJNG IT. ItE:V. WITH (3) 1/4•x3J4"SELF TAPPING SCREWS (TWO COND DNS. T] 3� 84C, 2) DOOR 2) DOOR HAS 2 OF WIDTH IN BUILDINGS MANUFACTURED 1 1 102817 Ut DOOR, ONE SCREW TO C CHANNEL). HAS 2' OF WID'M IN BUILDINCGSS END ZONE. END ZONE.3) USE ACTOR OF 1.0, 41 ANY SCREWS TO 3 USE FACTOR OF CO, 4 ANY ROOF SLOPE, R '1 FATOR IS IN LI C'KE➢Fr DESCR FACTOR IPTION WIND SPEED MPH 5110 120 120 130 MAW MAW 13 GA CALV. STEEL BOTTOM BRACKET. MIND SPEED MPH S 130 140 140 150 F.:XPOSLJRE ATTACHED WTCH (2) E14xSja•SIN£ET METAL SCREWS. EXPO liRE LEVEL_._ B�>C B C 1.E.VEI B 13 C B C B ....___ ._. DOUBLE CAR MODEL 11 ORW6 $C 120RW6 ..._........ .W._.... _. B MEAN ROOF HEIGHT 30' 30' 15' 30' ALUMINUM EXTRUSION dt VINYL.WEATHERSTRIP, MEAN ROOF HEIGHT 30' 3G 15' 30' 6/13/02 NOTED +3s'f-41 PSF DESIGN LOAD CIexy atvnnny Prr.4ucla Company:+a1 NlglAe R .4e. (S13) 770-4&06 SHEET NO. The erro+geme'1te deptrtsd Nsrsas Oro the sots pra u of the Clomsy Bupd;nq Prodvcle£ampony.ond moy� 1 3�iJr DUKE +»w0. be raproduseS.n ony Ior*tt*lhwrt IDI s51145 po rt*lxs0nr. ' . MASON, OH 45040 USA SA.Jr?on at Au P5 .N:r 5 1 1/4„ MIN: 1 1/4 tA3N. S€RI€S 14BO 158O/1590 13ORIZONTAL SLIDING YANDOW(f1 ANC )COMPARATIV€ ANAUSIS dc,A1+7CI4OR QUAN11TY CHARTE>v1BEDIwENT EA4BEDMENT AST1k El 300 SHIM AS REQ'D. FLANGE TYPE WINDOW SIZES NUMBER t 1 8 SCREW NUMBER OF 3/t6 0 TAPCOIV5 CAULK BETWEEN (SEE NOTES WINDOW FRAME 1/4"SHIM SHIM AS REO'15- TT.T INC DESIGN PRESSURE REQ'D. IN FRAME REQ'D. IN FRAME 130 MPH PARTIALLY WOOD BUCK & (INCHES SPACE MAXSEE NOTES) 1' MINIIILIM E1+IBEDfENT 1 1 4 MINIMUM EMBEt)t�1ENT ENCLOSED BUIIDIPl6 MASONRY OPENING JAIJQ MAX.� BY OTHERS GAPAf3 F f tN PSF AT EACH AT EACH BP LOAD I WID11WHEIAHT HEAD JAMi3S HEAD JAMBS GLASS SIZE REWA#M 24 x 12 -80- 2 2 2 2 2 2 9 3/4 x 7 5/8 -80 (SSB) 24 x 24 -80 2` 2 2 2 2 2 93/4x195/8 —80 (SSB) INSTALLATION ANCHOR 24x36 80 2 2 2 '2 2 2 9 3/4 x 31 5/3 80 SSB SHOWN DIA_TAPGON - IN$rALLATION ANCI Ott - - { ) 3/is DrA TAPCON 24x4-2 -80 Z 2° 2 2 2 2 9 3/4 x 37 5/3 —80 {SSB3' SHOWN 24 x 48 —80 2 2 2 2 2 2 9 3/4 x 43 5/& —70 SSB CAULK BETWEEN m 14r, PERIMETER CAULK 24 x 55 -80 2 2 2 2 2 2 93/4 x 50,5/3 -70 (SSB/ ---SW> w Win BY OTHERS CAULK BETWEEN: WINDOW FLANGE - --WINDOW WIDTH WOOD BUCK & 36 x 12 -=80 2 2 2 2 2 2 53/4 x 7 5/`8 -80 (SSB) WOOD BUCK MASONRY OPENING 36 x 24 80 2 2 2 2 2 2 IS 3/4 x 19 5/3 -80 (SSB)DY 36 x 36 - 2 5 3/4 x 31 5/a -50 (SSB) ONE BY WOOD SHIM AS REQ'D U N ONE BY WOOD 9 36 x 46 -76, 2' 2 2 2 2 EXTERIOR' 2 153/4x375/3 -50 (DSB) BUCK BY OTHER R 1 CAt LK BETWEE2 53/4x43 5/8 -5fl (DSB) (SEE NOTES) SECTION 2 ONE 6Y OTHER INSTLLAT1C1ht ANCHOR WINDOW FLANGE 36 x 5rtJ -64_ 2 2 2 2' 2 2 15 3 4x56 5 -50 DSB' IN5T ATIONPANN WOOD SUCK 48 x 12 -80' 2 2 2 2 2 2 21 3/4 x 7 5/8 -80 (SSB) 48 x 24 --80 2 2 2 2 2 2 21`3/4 x 19 5/8 -70 (SSB CAULK BETWEEN SHOW } WOOD BUCK & 48 x 36 -80 2 2 2 2 2 2 21 3/4 x 31 5/8 -50 (SSB) MASONRY OPENING BY OTHERS — 48 x 42 —74 3 3 2 2 2 2 21 3/+x 315/8 —50 (DSC3) 48 x 48 —62 2; 2 2 2 2 2 2I3/4x435 —50 (3/16") 1 1/4" MIN'. 48 x 55 —52 2 2' 2 2 2 2 21 3/4x50 5/8 —50 (3/16") CAULK BETWEEN WINDOW Q EMBEDMENT 60 x 12 —80 2 2 2 2 2 2 273/4x/5/8 —80 (SSE) ANGE & WOOD BUCK 60 x 24 -80 2 2 2 2 2 2 27314 x 19 518 -55 (SSB) rn 24" OC, MAX.F 60 x 36 -80 3 3 2 3 3 2 273/4 x 31 5/8 -55 (DSB) 60 x 42 —66 3 3 2 3' 3 2 27 3/4 x 37 51'8 —47 (DSB) E 60 x 48 —5A- 3 3 2 2 2 2 273/4x435/81 —55(3/16") PERIMETER CAULK / 60 x 55 —44 2 2 2 2 2 2 2/3/41505/81 —55 (3/161 y BY OTHER l/4 SHEIA I 72 x 12 -80 2 2 2 2 2 2 333/4x75/8 -80 (SSB) E FLANGE TYPE SPACE MAX. 72 x 24 -80 3 3 2 3 3 2 33 3/4 x is 518 -49 (SSB) FRAME WINDOW 2 72 x 36 —80'' 4 4 2 4 4 2 333/4 x 315%8 —50 (DSB) NEAD#1ER HEIGHT // //( f 72 x 42 —61 3 3 2 3 3 2 333/4x375/8 —5O (3/16") o / 72 x 48, —49 3 3 2 3 3 2 333/4 x 435/8 —50(3/16")// / / /// / �-+ 24"J.G. MAX, 72 x 55 -46 3 3 2 3' 3 2 33 314x50 5/8 -50 (3/16" GENERAL NOTES 1 r 3 1)- SHIM AS REQUIRED ADJACENT TO 'EACH INSTALLATION ANCHOR UTH LOAD SHIM MAX, t/ [RIO AVOWABLE SNIM STACK TO BE 1/4" E X T[R I Q 2) WINDOW EL/AWE MATERIAL:ALUMINUMALLOY 6D6J 3) CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS.Sa1 MUST LIT. WINDOW BUCK 1 ATTACHED TO THE SUBSTRATE WITH VULKEM 116 AD'IE5{VE'CAULK OR APPROVED EQUAL f n HEIGHT HEIGHT 4) CAULK PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 5) DESIGN°PRESSURES SHOWN ARE BASED ON MULLION CAPACITY ONLY.DESIGN PRESSURES WINDOW • FOR GLASS THICKNESS.MUST BE DETERMINED PER ASTM-EI30D_CLASS CHART AND TIC FLANGE TYPE WIDTH SMALLER VALUE MUST BE USED FOR DESIGN. WNDOW FRAME 6) WHERE WATER RESISTANCE LEST REQUIREMENT OF 15%OF DESIGN LOAD APPUES. POSITIVE SILL SIN ELOADS VAL BE LIMITED'TO 44).0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ELEVAT ACHIEVED ION 7) 1NSTAU.,AAOM! FLANGE WINDOW IN SPRUCE PINE FIR(SPF)W000 FRAME USING /BtWr VIEWED FROM kA EXTERIOR' OF SUFFTCIENfI LENGTH 10PROW)E'MINNMUM EMBEDMENT WTO THE SUBSTRATE AS"SHOWN ABOVE 1 IN TABLES.BST NO MORE THAN 24`aG j 8) INSTALLATION Or FLANGE FRAME WINDOW'IN CONCRETE OR MASONRY OPENING/USE 3/16`0 PERIMETER CAULK 1APCDM ANCHORS or SUFFICIENT tO/GTN'TO PROIOE MINIMUM T-t/4 EMBEDMENT INTO BY OTHER SUBSTRATE AT LOCAi10NS SHOWN IN CHART,BUT THAN 24"O.C. ,9) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART,USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. Canary o8 Taus,LD 1001 W.Crosby Rd.•Carroltta,,IX 750D5,•P.D.Box 819022•Daias,TX 75381 ASSEMBLY DRAWING PRE CAST S€1 L BY OTHERS -CAULK BETWEEN WINDOW FLANGE SERIES 1480j1560f1590 HORIZONTAL SLICER WINDOW & PRE CAST SILL WITH VULKEM DIN, Ci KO SCALE 116 ADHESIVE CAULK OR SHEET NO. EL DTI APPROVED EOJAL AR IF N/A REV: I DA OR/ .; 1-A'AE I 03/31/05 12/08/03 lB 'INS ALLATION 1480 . ----- _--- w 1 SVRFLOTI4BLO K3 COMPARATIVE ANALYSIS 8c TAPCON ANCHOR CHART A E13M 1YX�WOD WINDOW DESIGN PRESSJRE NO.;OF "8 SCREW NUMBER( .CI0 CIAAAIL CR L SIZE (INCHES) CAPACITY IN PSF REQ'D.IN FRAME REQQ.IN FRAME CAULK BETWEEN= ads sz€' FIN TYPE / WINDOW FIN & IMIDH EIGHT E IOR IN HEAD SILL D a HEAD SILL �.' uus € I WINDOW FRAMELK'll A I / SHEATHING, JAMB / 18 x 36 109 109 2 2 2 2 2 3 16;x161/4 �80: (SSB) 18x48 83 83 2 2 3 2 3 16 X TL 1 4 -80, (SSB CAULK BETWEEN FIN, SHEATING 1 M1 / —70 (558)BY''OTHER EMBEDMENT IS x 60 63 63 2 2 3 2 2 3 15 x%-i/4 9 (SSA), 1" MIN' -418 x 72 50 50 2 2 3` 2 2 3 I6 x 34.1/4 LA INSTALATION EMBEDMENT f - - - - 22 x 121)4 -80 (SSB) ANCHOR 24x36 86 86 2 2 -80 {SS$) SHEATHING E4 x 4b 73 73 2 2 3 2 4 22 x 2≤1/4 -70 (S5B) BY OTHEFRS z4 x 52 _ 7 - 32 t�241A -130 {SSB)1 24 x SO 59 59 2 2 3 2 2 4 22 x.231/4 -50 (S-* 24 x 72 48 48 2 2 3 2 2 4 22 x 341/4 -60 {SSB) PERIMETER INSTALAT)ON CAULK BY OTHER WINDOW W1DHT' -j ANCHOR' 32 x 36 57 57 2 2 2 2 2 2 30 x 16.i%4 -60 32 x 48 52 52 2 2 3 2 2 3 3I 221/4 -50: (85B 32 x 52 -_ - - - 30 x 24.1/4 --65• (DSB) E 1:� TE_RIO PERIMETER CAULK 32 x 60 46 46 2 2 3 2 2 4 30x281/4 -66 (DSB) FIN- TIDE BY OTHER 32 x 72 40 40 2 2 3 2 2 4 30x34 414 -50 (OSB)I WINDOW I SECTION ' 36 x 2t3 - 34x141/4 -60 {888)1 FRAME HEADS 36 x 35 52 52 2 2 2 2 2 2 34 x 161/4 -=6D (SSB); 36 x 48 49 49 2 2 3 2 2 3 34 x 2Z 1/4 -50 (SSB))I WINDOW 36 x 52 43 4"3 2 2 3 2 2 4 313114 -65 (DSB)I fl WDF4. 36 x 72 40 40 2 2 3 2 2 4 34 x 341/ -50 (0S3)! -60- (SSB); w 44 x 28 -- -- - - 42,x1 1/! { L ____________ 44 x 36 41 41 3 3 2 2 2 2 42 tI 161/4 -60 (SSB)E w WINDOW R O O fl 0 44 x 48 40 40 3 2 3 3 3 3 421 22 1/4 -50 (SSB) 0 HEIGHT O 44 x 52 -- -- - - - - 42*241/4 241/4 -65 (DSB)) F�" "1 = EXTERIOR f 44 x 60 40 40 3 3 3 3 3 4 42x28 1/4 -65 (USB)' F--1 0 FIN TYPE 44 x 72 40 40 3 3 3 3 3 5 42 x 34 1/4 -50 (053) I NDOW 48 x 23 FRAME SILL ' _ _ - 45x12 1/4 -80 (DS$} 48 x 36 40 40 3 3 2 3 3 2 46 x 16 1/4 -50 (DSB) 0 48 x 48 40 40 3 3 3 3 3 3 46*221/4 221/4 -70 (3/16' 2 48 x 52 46 x 241/4 -70 (3/i6) C13 24" O.C. I 48 x 60 40 40 3 3 3 3 3 4 46*281/4 2811/4 —60 (3 6 MAX.(TYP). 1 48 x 72 40 40 3 3 3 3 3 5 46x34'1/4 —60 c3/16") ______ H / / ,/ 53 x 72 40 40 3 3 4 4 4 7 51x34 1/4 —50 (3/16") GENERAL NOTES: '`"x i g EQUALLY SPACE 1) SHIM IF REQUIRED FOR LEVELING. WINDOW 2 WNDOW FRAM MATERIAL ALLOY 6063 PERIMETER 1{GT ANCHDR5 {TYP.) 3) CAULK BEHIND WINDOW FIN AT HEAD ,SILL & JAMBS. BY YOTHER CAULK O 4) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. SHIM IF REQ D- 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS. CHART, SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO QUALIFIED 6) WHERE WATER RESISTANCE TEST REQUIREMENT OF I5%OF DESIGN LOAD APPLIES. POSITWL INSTAL ATION DESIGN LOADS WILL.BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0,PSF ANCHOR CAULK BETWEEN INSTA LA IN : FN WINDOW FIN & 7) INSTALLATION.' FIN FRAME WINDOW IN WOOD FRAME OPENING WHIT TWO BY WOOD STUDS USING .090 INCH. DIA. NAILS OR #8 SCREW OF SUFFICIENT LENGTH TO PROVIDE MINI' EMBEDMENT SHEATING INTO 8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTTTY LISTED SHEATHING BY OTHER 1" MIN.EMBEDMENT C1 O -) 6" MAX;(TYPI Ccnpany E C 1 1 1001 W.Crosby R4.•Cmrolllon,TX 75006•P.O.Sox 813022•Galas,Tx 75381 —•� LWAX.(TYP), ASSEMBLY DRAWING SERIES 1'00/1900/1970 SINGLE -I..G WIfi i?G'Yl ELEVATION o1; I sal VIEWED FROM EXTERIOR AR 1P 1A E SHEET NO. All.T TIM F, D�44'f DIE NUMBER i --- - - - 12/U/03 S INSTALATION 11OO I SVRFLOTI4BLO < 3 COMPARATIVE ANALYSIS &' TAPCON ANCHOR CHART ASTIR E1300 2 X WOOD' BY OTHERS WINDOW DESIGN PRESSURE NO: OF f 8 SCREW NUMBER OF .09O IIANAIL 1f.LOAO CAULK BETWEEN SIZE INCHES CAPACITY IN PSF REQ'D,IN FRAME RE0'D. Ild FRAME EN .0 ED DP L➢AD. FIN TYPE WINDOW FIN -8t MIDHT 14EIGHT EXTERIOR INTERIOR HEAD SILL O EA AA4 SILL 8 EA JA6 C4 RESISTANCE 'AINDOW FRAME - SHEAT`HING 18 x'26' xx -- - — — JAMB 1B x 36; 109 103 2 2 2 2 2 3 16 x i6 1/4 —80 .(SxB) 18x48` 83 83 2 2 3 2 2 3 16x22 114 —80 (SSS) SHEATHING CAULK BETWEEN Fi1d Ts x 52 -- -- - — � 1$x24,1/4 —70 (SSB) BY OTHER' & 'SHEATING T MIN. 18 x 60 63 63. 2 2 3 2' 2 3 16x21 1/f 1" MIN EMBEDMENT 18 x 72 50 50 2 2' 3 2 2 3 16x34 t/4 —49 (SS8) iN5FALATt4)N I E1ti4$E�3MENT 24 x 26 — -- - — — — u x 14 il4 80 (SSD' 24-x 36 73 Bt`s 2 2 2 2 2 3 22 x 16 IA —BO {SSB) ANCHOR 24x 4S 73 73 2 2 3 2 2 4 22x22F1/# —70 ,(SSB) SHEATHING 24 x sz __ _� 22 x 241/4 -6O (ss8) BY OTHERS` 24 x 60 59 59 2 2 3 2: 2 4 12 x 2S tf4 -50 (SSB) 24 x 72 48 48 2 2 3 2 2 4 22x34 1/4 -60 (SSB) PERIMETER I} 32 x 28 - -- - - - CAULK BY t?T1iEI2: �19Nf)OW WIDHt-----�^� tN5TALATION 32 x 36. 57 57 2 2 2 2 2 2 30x16 1J4 -6O (SS8) ANCHOR 32 x 48 52 52 2 2 3 2 2 3 361221/4 -50 (SSB) 32-x 52 -= - - -- - - - 36 x24 1/4 -65 °(058 EXTERIOR '—PERIMETER CAULK, 32 x 60 46 46 2 2 3 2 2 4 3C x 2&114 -65 {DS B-) FIN T1PI= J BY OTHER 32 x 72 40 40 2 2 3 2 2 4 36x34 1/4 -50 (OSS) WINDOW FRAME HEADER WINDOW- 3636 x 36 52 52 2 2 2 2 2 2 34 x16 1/4 -60 (S$a) -60 SS WDH. 36 x 48 49 49 2 2 3 2 2 3 -u.n 16 /a -50 (SSB) 36 x 52 _- _ - 34z241/4 -65 __ � {DSB� 36 x 60 43 4.: 2 2' 3 2 2 4 34x26.1/4 -65 (DSB) 0 36 x 72' 40 4x1 2 2 3 2 2 4 34x341/4 -5O (DSD)' r/] 44 x 28 -- _- •- - - - 42 x 12 1/4 -60 -(SSR) 44 x 36. 41 41 3 3 2 2 2 2 42 x 161/4 -60 (SSB) WINDOW 44 x 48 40 40 3 2 3 3 3 3 £2x221/4 --50 SSB) HEIGi IT 44 x 52 -- __ _ - -. - 42 x 24 1/4 -65 (SS F� s EXTERIOR 44 x 60 40 40 3 3 3 3 3 4 421281/4 -65 (DSB) F-y F TYPE N1N 44 x 72'- 40 40 3 3 3 3 3 5 42 x341/4 -50 (DS6) NDO'N 4628 46 16 14 -50DS FRAM£ SILL +24'� O.C. 112 1 48 x 36 40 40 3 3 2 3 3 2 /4 -50 (DSB) MAX.(TYP). 48 x 48 40 40 3 3' 3 3 3 3 46 x 4F3 z 5246x22 1/4 -70 {3/18" lc$ _ - 46 x 24 1/4 -70 {3/16 d 48 x 60 40 40 3 3. 3 3 3 4 46 x21 1/4 -60 (3/16 48 x 72 40 40 3 3 3 3 3 5 4fi X 34 1/4 -60 (3/16' WINDOW53 x 72 40 40 3 51x341/4 -50 (3/16" '� B HGT. GENERAL NO75: . O EQUALLY SPACE 1) SHIM IF REO'd FOR LEVELING. ANCHORS (TYP.) 2 WINDOW FRAME MATERIAL ALLOY 6063 PERIMETER CAULK 3) CAULK BEHIND WINDOW FIN AT HEAD .SILL-&JAMBS. BY OTHER �� 4) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE.. SHIM IF REQ'TY 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM EI300 GLASS CHART, I SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED INSTALATION' M 4 6) WHERE WA RESISTANCE TEST REQUIREMENT OF 159 OF DESIGN LOAD APPLIES. POSITIVE DESIGN LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ANCHOR CAULK BETW E EN ACHIEVED IN TEST. WINDOW FIN &' 7) INSTALLATION, FIN FRAME WNDOW IN WOOD FRAME OPENING WHIT TWO BY WOOD STUDS USING.090 INCH. ➢IA. NAILS OR #6 SCREW OF SUFFICIENT LENGTH TO PROVIDE MINI`EMBEDMENT SHEATING I INTO SUBSTRATE. 8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY LISTED 5" MAX.{TYP) WITH NEXT LACER SIB. SHEATHING o t3 O O '(LA JOB`#04-222 BY OTHER 1' MIN. ( T YOOSEF LAVY, P.E. EMBEDMENT CONSULTING ENGINEER' R [��-'**'T' (�NI 6"MAX.{TYP} Y etas, E l I V!`I 9550 FOREST LANE SUITE#108 1001 W.Crosby Rd..Cali 0m Tx 75006-P.D.Box 8'9022.Da11os,TX 75381 E L Ef nn�II DALLAS. TEXAS 75243 V A TI O I ;: {21a}34O DO49 F:(214)340-0067 ASSEMBLY DRAWING VIEWED FROM EXTERIOR SERIES 1100/15500/1970 FE & HE SINGLE HUNG WINDOW DAN. CHKD SCALE AR lP N/A ALLOY SHEET NO. 'TVp€a DATE mE 'IuM'Fp I 5/25/C4 IBI NSTALARON 1100 W3 SVRFLOTI4BLO ( 3 ALWNW 19N SB-ENDOW(AU)O WPAIun%E 114..75$9 A1tOI06 04861( S 190816)t 11L9 4R1tL a 1279 IIIA) °"t"°°"�'"" a bps w>wo1)w nuu$ER DF sews taU1d6ER or a1t3?t1ANS ASTM E1'3(?t3 1934 SASH ST LE �Al SIZE 8803675 IN FRAIL €6018860 IN FRAME 130 MPH PARTIALLY JA4s tact Es) BESKAI Pct SU14E 1-19RWO►1 DI9mMENT I 1-1/2`4IMI6U 1 EM8F0MENT ENCLOSED BUILDING CAPACITY(m) AT EACH' AT EACH DP:LOAD r WET HEAD SILL JAMB HEAD i i ,1AUB CLASS SIZE RESISTANCE MIN. EMBEDMENT IJIN.. EMBEDMENT 36x36 -8O 2 2 2 S 6 4 i6'x 16 1JA -$O '(5582 tSEE cutART) (SEE CHART) 36 x a4 -80 3 3 2 7 7 5 16 x 19 1/4 -80 (5583 L 8 36X46 -80 3 3 2 7:. 7 5 76x22 35 x 52 -80 3 3 2 a 8 S i8 x 241/+ 36x60; -80 3 3 2 a, B 6 16"x 2E 1/4 -fo I FAST€WR.- _. FASTJ.ER 36x72 -70 3 3 3 t0 10 5 t6 x 34 1 4 -50 PER SpHCDULE - PER Sp1EDULT 48X36 -80. 3 3 2 a... a 4 22 x 16 1/4 -$0-40801 60 CA1:t1CBEMFID;FIN CAUiK(1F1�tifiD FIR / -X52 -AI)-: 4 4 3 10- t0 7 22 x 241/4 -70 : 48 X 60 -7d:.: 4 4 3 11 11 a 22 X 28 1/4 -80 (ss8) —2934 Exterior 48 x 72: -61 4 4 3 10 10 5 22 x 34 1/4 -50 (sSS) 1918.tAi. tab-INTERNAL MULLION' 56 x 36 -80 3 3 2 9 9 4 26 x 16 1/4 -80 ($58) 56x44 -80 4 4 2 11 11 6 26 x 19,1/4 -7O '(S58) MEtER-GNtULK �'` "j_!/'� +`') Horizontal R9AEtEg CAi1Uf_J 56 x 46 -80 4 4 3 12 12 7 26 x 22 1/44 ^70 (859) in? BY OTHER S.EC 1 I ON. L se tion BY OTHER 56 X 52 -80.: 4 4 3 12 12 7 26 s 24 1/4 -$0 ,(S5f3) 58 X 60 -68 4 4 3 12: 12 a 28 x 28 1/4 -50 (558) 56 X 72 -54 4 4 3 11 11 : 8 28 x.14 1/4 -50 OSB). 40x36 -80 4 4 2 to 10 5 28 x 16 1/4 -50 (SSB) XY.X 60 X 44 -80 4 4 2 I 12 12 6 28 x 19 1/4 -60 :(559) FASTERER ''�..: BY 01HERS so X 52- -79 W000 60 2 48 9 5 5 3 13� 13- a 24 243 13 7 28 22 1/4 5 -50 (838) 60 X 60 -65 4 4 3 12' 12 a 28 28 1/4 -50 :(058) II f60 X 72. ... -52_.. 4 4 3 a 11. 1t- 8 _ 28 x 34 1/4 -50_-:(058)_:. 66 x 36 -80 4 4 2 12 12 5 31 x 16 1/4 -60 -(S58) 66 X 44: -77 5 5 2 13. 13 6 31 x 19 1/4 -60 .(586) WINDOW 66248 -74 5 5 3 13 13 7 31 x 221/4 -50 :(888) I WDH.. 66 252 -72 5 5 3 14 14 7 31 x 24 1/4 --50 (558) 66 x 60 -61 5 5 3 13` 13 8 31 x 28 1/4 -50 (038) P ''" 66 X 72: -4H 4 4 3 12! 12 8 31 x 34 1/4 -50 (058) CAULK 9EHMD FN 72 x 36 -77 4 4 2 13. 13 5 34*161/4 16 1,4 -70 .(11$8) �•�j ai 0 0 0 0 0 72 X 44 -66 5 5 2 13 13 6 34 x 19 1/4 -50 (056) 1930 HEAD 72 X 48: -65. 5 5 2 13 13 6 34 X 22 1/4 -60 (DSB) 1 , 1 F 72 X 52. -63 5 5 3 ( 13' 13 7 34 x 241/4 -60 (058) 0 -72X60 -5$, 5 5 3 14 14 a 34 x 291/4 -60 (DSS) AL 72X72 -45 4 4 3 12 12 8 34 x 34 i s -45 @592 $8 X 36 -59 4 4 2 I 13.. 13 4 42 x 16 1/4 -50 (DSB) N IEREtER GAUtX :88X44 -52 4 4 2 13. 13 5 42 x 19 1/4 -47 (D58) 1807 1lXED.'RA3L 1 88 X i5 -49 4 4 2 13 13 5 42 x22 1/4 -46 88 X 60 -43 5 5 2 I 13 13 6 42x28 1/4 -70 (3/16). 2459 LOCKRAIC 68772 -40 5 5 3 i 14 14- 8 42 x 341/4 50 (3 G} o GaENERAL NOTES: G , . 12 O C 1) SHIM AS REQUIRED ADJACENT TO EACH INSTALLATION ANCHOR MT14 LOAD SHIM MA Vertical ! I ° MAX.,7YP}. ALLOWABLE SHIM STACK TO BE 1/4. 84.Ctt" (1131-� rr 2) WINDOW FRAME MATERIAL ALLOY 6063. ag WINDOW EQUALLY SPACE 3) USE CAULK BEHIND WINDOW FIN AT HEAD, SILL, & JAMBS. HG7. ANCHORS (TYP.) 4)USE CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) DESIGN PRESSURES SHOWN ARE BASED ON MULLION CAPACITY ONLY. DESIGN PRESSURES FOR CLASS THICKNESS MUST BE DETERMINED PER ASTM E130O GLASS CHART AND THE SMALLER VALUE MUST BE USED FOR DESIGN. 6) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15%OF DESIGN LOAD APPLIES, POSITIVE DESIGN LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 2906 BOTTOM RAZE : 0 7) INSTALLATION: FIN FRAME_ WINDOW IN SPRUCE: PINE FIR(SPF) WOOD FRAME OPENING WITH TWO BY WOOD STUDS USING 0.113.0 NAILS OR #& SCREW OF SUFFICIENT LENGTH TO PROVIDE MINIMUM EMBEDMENT INTO SUBSTRATE AS SHOWN ABOVE IN TABLES. 8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED f WITH NEXT LARGER SIZE. 1901 S" MAX.(TYP) .mpaOyo erxas � : 1001 W.Crosby Rd..Corrolllon,TX 75006•P.O.Boer 819022.Oolos,TX 75381 Exterior 1 ASSEMBLY DRAWING SEE OPPOSITE I SERIES 1900 (MULL) / 1100 (MULL) / 1970 (MULL)' s1aE FqR RO1ES;1 CONTINUOUS HEAD & SILL SINGLE HUNG ELEVATION 1 m 3t SCALE HITIk PIMS0NS SECTION 1 \'IEWED FROM EXTERIOR FA/JB N/A {l 12/3O/2W3 SHEET NO. A..LOY DA NS11A..ATION 1940 MJ1L ___ - 09/24/03 UUIL,&1970 M W4 SVRFLOT14BLO ( 3 SHIM AS RECD COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART (SEE NOTES)' ONE BY WOOD ASTM E1300 BUCK,BY OTHER DESIGN PRESSURE TAPCCN ANCHOR LOCATION 130 MPIt PARTIALLY BUCK WIDTH 1 4" WIN �AL.L. WINDOW ONE BY WOOD JNSTALLATION ANCHOR. EMBEDMENT LOCATIONS ENCLOSfJ R11NIiG r LANCE TYPE SIZE SIDE (INCHES) CAPAI�TY IN PSF DP'LOAD BUCK BY OTHER WINDOW FRAME SHIM AS REQ D. YII€N4T GI4T GI ASS SZE 1A CWOOD BUC AULK BETWEEN E K JAMB (SEE NOTES) 92 t 991/16 x 2s: —209 A C F.C.H.1 1s I)I x 101/4 —so (Ss ) CAULK BETWEEN BUCK 13 19 1/8 x 3s 3/$ -193 A C F G,H.I 15 I/s x t6 t8 —$Os (SS8) BY RERS OPENING f 14 13 1/a x 5D 5/a -154 A.c ! G,HJ 161/8 x231/6 —ao. (sss FLr1NGE & W004 BUCK -- > 1444 to I/8 x 54 s/a -150 A.c F, INJ 151/6 x M 1/19 —70 (45581 . : 14}5 19 1/8 x 55 5/8 -147 A.C Fo,It.# t6116 1259/8 -70. (558) 15 1$ 1/$x 63 -132 A.C D,E,F,G.4U 161/6 x 291/4 -55 (SSD) 1s 19 1/8 x 72 -198 A.C D.E.F.Ct4 151/4 x 333/4 -55 (" DSB) t 1/4 MIN. - INSTALLATION 17 1$ 1/8 x 64 -104. A.C D,E,F,C,H,t. 161/6 t 363/4 -50 (058) EMBEDMENT ANCHOR 1+42 2$ 1/2 x 25 -135 0.C' FG,H,I 23 1/2 1 10 3(4 -$o' (558) 1143 26 1,12 at 38 3/a -104 A,C F.0,8.1 231/2 x 9515/15 -s0' (558) `1114 26 1/2 x 50 5/8 -101 A,C F,G,NJ 231/1 x.231/16 -80 CSSB PERIMETER CAULK CAULK BETWEEN 26 1/2 x 54 5/s- -100 A.C F.0,83 231/2:29 /16 -70 (556 I BY OTHERS 18"4+5 26 1/2 x ss 5/8 -100 S.C P.0,8.1231/2:236/16 -70 (SSs) -55 WINDOW 541(JTH YtrOOA.BUCK�`MASONRY OPENING 8145 2$1/2 .x-6s —sr A,e F,G,N.I 231/1:29 t/4 ($se) TH6 28 1/2 x 72 -79 AC .GH.t 231/2 x sT 3/+ -55. (058) PERIMETER CAULK V^t- t�tl�b BY OTHERS 1FT7 . 2J LL 2 184 —66 A.c F.G,H,I 23'/2 is 39 3/4 —50 (058) BY OTHER E X t ER I OR 30x2 301/2 x 26 -113 A,C F G,H_I 271/2 x[0 3/+ -80 (558) CAULK 6ETWEEN 30x3 30 1/2 x38 3/8 -88 A.C FG,H.I 37 I/1.1615/96 -55 (558) FLANGE i TYPE 30x4 30 1/2 x 5D 5/a -78 AG F.G.H.I 211/2:231/46 —50' (558) HEAR FRAh1) E WINDOW FLANGE 30x4+4. 30 I x 54 5/9 -7J (s58)WOOD U 30x4+5 30 1/2 1+.C. F 0 271/2 x'1,51/18 -49 ((S is 55 5/8 -76 A.C P.0.8.1 H..8.1 231/2:239/16 ,-.+g. ($Ss) 30x$ I 30 1/2 x$3 -76 A,C P.0,8.! 271/2:291/S -50 (058) `/'"�"(' �'} X6 ,... 30 1/2 x 72.. -71 A,C' P.0,11.1 271/21333/4 -50 (058) SECT!I ON 2 30x7 301 2 x84 -59 A.C F.G,H,1 271/2x393/4 -49' (ass) 'e 22 37'X'26 -89 A,C F.0,H.1 34 x 103/4 -80 (558) 23 37 x 3s 3/8 -5'7 A,C F.0,11.1 34:1613/16 -55 (558) -II WINDOW 24 37 x 50 5/8 -57 A,C P.0,11.1 34123I/16 -50' (SSs) WDH. 24+4 37 x.54 5/8 -55 A.C F0,14,1 34x251/% -49 (556) C/D V 7 24+5 37 X 55 6/8 —55 A,C EG,H,I 34:259/16 -49 (SSB} , Q) EXTERIOR' BUCK 25 373163 -53 At. P.0.83 341291/4 -50 (0S8) HEIGHT 26 37 x 72 -52 A,C FG,H.1 34x333/4 -50 (0S8) O w I A. C 27 37 x 84. -.52 A.C P.0,11,1 34:393/4 -49: (858) 4226 42 X 26 - -4$ A,C. F,G,H.1 391103/4 so:. (SS8) 4238: 42 X 38:3/8: -40 A.C 4.0,83 39:4615/14 (S88) FLANGE TYPE D E -55 WINDOW FRAME 4250 42 X 50 5/8 -40 AC P.0,11,1 39:231/16 -50 ((558) SILL 424+4 42 x 54 5/8 -40 A,C F,O,H,t x251/)5: -4$: (SSs) 1 a 424+5 42 X 55 5/8 -40 A,C F0.H,1 39.259f6 -44 (555) : y 4263 42 X 63 -40 A.C F,G.H.t 39:291/4 -cam. 2 4272 42 X72 -40 A,C F.G,N_I 34:333/4 -50: (058) J39:393/4 K 31 4264 42 84 4D A.C F,C,H.! 39: 3/4 -4$ OSS) PERIMETER CAULK - 4826 48 X 26 -49 A,G - 0.14.1 48:10 3/4 -65 (S55) 3 4838 48 x 38 BY OTHER /a -4o A c P.0,113 45: >3 -5ss' (Dss) r3 = `485D 48 X 50 5/8 -40 A,C FG,H.3 45,231/16 -50 (3/15')f 3 484+4 48 X 54.5/$ -40 A.C FG.H.4. 45:751/16 -50 (3/16")I V o 484+5 48 X 65 5/8 -49 AC F.G,Hr1 45125 95 -50 (3/16`) 4863 48 X 63 -40 A.C F.0,14:1 45:294/4 -45 (3/15')( 0 WINDOW 4872 48 X 72 -40 A.C F.G.H.! 45:333/4 -45 (3/16')J 5 HOT. 32 53 1/8 x 26 -40 A,C F,G.8.1 501/8x103/4 -65 (556) 33 53 1/e*38"5/6 -40 A,C P.0.11.1 501/6 x 1615/46 -50_ (058) F G 34 53 1/8 x 50 5/8 -40 A,C F G.H,I 501/6:231/16 -50 (3/18") Q 34+4 53 1/8 x 54 5/8 -40 A C FF,G.H,I 501/6:251/16 -50 (3/16") :34+5 53 1/8 X'55 5/9. -4g 12x25 9/18 -50 (3/16') PRE CAST SILL 35 53 1/8 x 63 -40 A C P.G.H.! 391/6,291/4 -45 (3/16') BY OTHERS 36 53 9/8 X 72 -40 AC V.0.11.9 501/8 x 33.3/4 -45 (3/16') CAULK BETWEEN WINDOW FLANGE & PRE CAST SILL WITH VULKEM SE C R 1 116 ADHESIVE CAULK OR 1)THE ANOLE ARE POSITIVE AND NEGATIVE STRUCT1JR .DESIGN LOADS FROM COk PARATUWE ANALYSIS&HAVE NOT SEC 1.I ON f APPROVED EQUAL ESI(F1 ?i ADS YAPpL1E , n1 DE 1 LOADS 1 TESTING. 0 HERE ThE UA0PSF8 OUETATO W S1 RTES SURT IOF CJF 60 PSI' ACHIEVED ON ZEST. 2)INSTAILAr1ONr FLANGE FRAME WINDOW IN CONCRETE OR MASONRY(PEW-TIC USE 3/16'Dl . H I TAPGO94 ANCHOR OF SUFFTaENT LENGTH TO PROVIDE 14914.1-1/4 EMSEDMENT INTO SUBSTRATE AT-'LOCATIONS 51101491.04 CHART. GENERAL NOTES; 3)SEE E7.EVATIONS FOR KEY TO TAPCON LOCATIONS. 4)IF EXACT 9NDOW SIZE IS NOT USTED IN ANCHOR CHART.USE ANCHOR OUAt4TtTY LISTED 1) SHIM AS REQ`D". AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. WITH NEXT LARGER S2E.FOR THE APPR(PR'ATE DESIGN PRESSURE R(DO. ALLOWABLE SHIM STACK TO BE 1/4 2) WINDOW FRAME:MATERIAL:ALUMINUM ALLOY 6063 1 C\ 1/1 3) CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS,SILL MUST BE LL V/-4II N I V ATTACHED,TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL VIEWED FROM EXTERIOR . . 4) APPLICATION OF VULKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT toot n.0-Al 9a-(artxil�an,T4 75005•PD.Sc,649022.0.1,Tx Ts36I MANUFACTERER'S RECOMMENDATION 5) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE ASSEMBLY DRAWING 6) CLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHART 5~R'E3 1-50/1550/150 SINGLE I'JNS 18004 SINGLE GLASS IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED. 5Rr cr�xo SCALE AR IP N/A SHEET NO. A19Y T_4PEA DATE 016 kt1MBE>=4 12/08/03 E INSTALATION 1450; \A/5 VRFLOT14BLO ( 3 SHIM IF REQ'D COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART -----ONE BY WOOD ASTM E1300 BOCK BY OTHER CALL WINDOW " - BUCK WIUT 1 t 4' LAIN. DESIGN PRESSURE TA PCON ANCHOR LOCATION ill MPH AlPIU,LLY SIZE SIZE INCHES CAPACITY IN PSF ENCLOSED BUILDING ONE BY WOOD INSTALLATION ANCHOR. EMBEDMENT LC3CATICINS FLING FYPE } DP LOAD BUCK BY OT }ER WINDOW FRAME SHIM IF REQ'D. Wl1DHS "HT GLASS SIZE SL GOOD BETWEEN JAMB 12 19 AC F.O,Ht 151/8:.10.1}4 CAULK BETWEEN WINDOW WOOD BUCK `N I3 "i9 1/8w 383/8 -193 A.C T.G.143 761/811615/18 —80' (SSB) FLANGE & WOOD BUCK MASONRY OPENING - 14 19 1/8x50 /8 —184 A.C Fcj 1b 1fi 173 tfis —80 BY OT14ERS11I 14+4 18 7/8 a1.54 5/8 -t5Q A.C F.G,H,I tE 1/b x 257/94 -70 ( 14+5 19 7/8 x55 5/8 -147 A.C F.G,11 j i8 1/6'i,25-9,A6 -70 (S58) 15 19 1/8x 63 -132 A.C D F G,H,I B Ifs x 261/i -55: (SOD) 16 79 7/8x72 -118 A.C D,EFfiH1 161/8(333/4 -55= (DS8) EN84- MIN, INSTALLATION 17 19 1 9 i 84 -144 A C D�£+F.G:Ha 16 I/8 x 393/4 -5D {DSO} EDMNT ANCHOR tH2 26 1/2125 -1366 A,C 174143 231//;,163}4 -6!? {SSg}' 1713 28 3/2 .x 38 3/8_ -109 A.C f G.Ha 73IJE_ii 13/6 -a9_ (558) PERIMETER CAULK 1 H4 26 9/2 x50 5/8; -101 A,C' F.6 H,1 21 I f2123 5/16 -80 SSB BY OT TERS I {CAULK BETWEEN 194+4 26 1/Q x 54 S/a: -7DP A C FG.HJ 231/2-1 231}16 -7C (SSB) y- --SHIM IF REQ'D. WOOD BUCK & 1914+5 261/2 _x 555/8 -100. A.C; FG,H.I T31/21(259/78 -70 (5.56) d" WINDOW WIDTH MASONRY OPENING' IHO 6 112 x 2 -79 A,F F C H s 2I 1/x 3�sff —55 tDSBj PERIMETER CAULK BY OTHERS' �/1 p !!p 1it7 28 2/2 x 84 s6 AC FG i.+ aslftx393/ (ash) BY OTHER FXTERI'OR 30x2 301/2 x 26 -113 A.C FGH.I 27I}2.103/4 -80 (556) C�'** ��,�ii ��'77 304 I 30 1/.' x 38 3/6 -88 A,6 F 114.1 2i 1/2 x IL 15/16 -55 (556) NONE TYPE FRAME 1 Ll 4Y L CAULK BETWEEN 30x+ 301/2 x503/8 -78 A.C FG.ILI 211/2x231/6 -50' (SOB) HEADER E WINDOW FLANGE 30x4+,, 1 30 1/2: x 54:5/6 -77 A c F,G.H I 27 7/5 231/is -49 spa) WOOD BUCK 30x4+5" 1 30 1/2: x 55 5/8' -76: A.C I,G.H-,1 271/2x259/16 -49, {SSB} 30x5 i 30 1/2 x 63 -78 A.C F.G.H.1 211/21291/4 -50; (1)06) 3018 30 7/2 72 -71 A,C F.G.H.1 271/21 333/4 -50' (038) WtND(7N/ 3I3,7I 30 x 84- -59 A.C F.G,H,1 271/2 x 363/4 -49 (058):1 WDH 22 3 37"1t 26 --69 AC F G,H.t 34I102/4 -80 (SSB) -.f 3 :. 37 x36:3/8:. -67 AC FG.HJ 34i76 16 73/16 -55: (598) , LJ '" 24 37 x50 5/8 -57 A.C F.G,H1 34i23 I/IL -50 (538) Uj fi [ C 24.7-4 37 X 54 5/8 -55- AC F.6.H1 341251/16 -49' (556) t 24+5 I 37 R-55/7/5 -55 A.C F.C,H,t 3412596 -49- SoD 2 VV p Oy BUCK 25 37 X63 53 A,C F.G.HJ 341291/ 50 It T a i C 4 t HEIGHT 36 37 X 72 -52 A.C F.6,HJ 341332/4 -50 (�) 27 ` 37x84 —52 A.C £.G,H.I 33139.314 -49 (DSB) 0 f/ 4226_ 42 X:24 -49 A.C F.G H.I 251203/4 -80' (589):: x x 4238 42 14 38 3/8 -44 A,c F.G.H.I 39116/5/18 -55 (538) WNUQW FRAME I. 42W ? 42 X51,5/8 :40. A,C; F'G,HJ 20'X231/76- -50 SS8) SILI 1 474+4 I 42X54 5J$ -44 AC 1 G,91.1 39 x 251/fs: -44SSg) -1( 42'4+5. i 42 X 55 5/8 -40 A,C F.C,H.I 30125 6/94 -49-: (556) 4283 42 X'63 -40 A.C F G,H1- x291/4 -50. (OSB) 0 (1 : 4272 42 X 72 -40 A.C- F.G.H i 39x33 3/4 -60 (D56} 4284. 42 5 84 -40 A,C: F,G.H,i 34 639 3/4, -4'0 (DOD) PERIMETER CAULK 2 48386 48 X 26 -49 AC F,G.H1 45I03/4 -65 (538) 8X36'3/8 -40 A,C F,G,H1 4611615/16 -50 (058) BY OTHER 4850 48 X 50;5/8 -40 A.C: F.c.H.i: 451231/ :. -50: (3/16')':' WINDOW 484+4 48 X 54;5/8 -40 A.C :F.G.HJ:. AS 1251f14 -517. ..(5/16) 4-4 HOT.- 484+5 48 X' 5/8 -49 A,c F;6.71,1 45x25 6}16 -50 (3/16-)1 O F G 4.872 4814 72 -443 A.C: V.6.91.2 45133 3 4 -45 {3/6')I 32 53 I/S x25 -40 A.C F.G.71.1 501/5 x t0 3/4 -65... (SSB) I 33 53 1/8 x 38 5/0 -40 A.C V.0.91.2 50 IA 7615/94 -50 (0.58) 34 53 1/8 x 50 5/8 -40 AC F,G fii1: 581/81.231/76 -50, 3/15") 34+4 53 1/8,x 54 5/8. -40 A.C F.C,71.1 601/8x25 s/i6 -50; (3/16)' 34+$ 53 3 1/81463 / 55 5/8 _gg A.C V.6.91) 501 x Y5`8116 _50 (5/755) 35 I 53 1 6 5 53. -40 A C V.0,91.1 501 x 291 4 45, (3jfi6 PRE CAST Si .36 53 1 x72 _ -40 .9C F.G.HJ 501}5 x 33.3/4 -45 (3/16) BY OTHERS CAULK BETWEEN WINDOW FLANGE & PRE CAST SILL WITH VULKEM 116 ADHESIVE CAULK OR SECTION 1 APPROVED EQUAL H GENERAL NOTES: 1) SHIM IF REQ'D. FOR LEVELING. 1 ,t 2) WINDOW FRAME MATERIAL ALLOY 6063 C L E V T f(�tJ N 3) CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS. 4) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE � RQM EX7ER�tR 5) DESIGN PRESSURES SHOWN ARE BASED ON MULLION CAPACITY ONLY PRESSURES FOR GLASS THICKNESS MUST BE DETERMINED PER ASTM-1300 GLASS CHART AND THE SMALLER VALUE MUST BE USED FOR DESIGN. - Corn 7Tam1 6) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES DESIGN LOAD WILL BE 1401 w:cm>i»3Id.Ca rilw IX 7'006-1 A.601 s19ti22.O�im IX 75161 LIMITED TO 40.00 PSF.DUE TO WATER TEST PRESSURE OF 60.0 PSF ACHIEVED ON TEST 6) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USING 3/16 TAPCON ANCHOR OF ASSEMBLY DRAWING SUFFICIENT LENGTH TO PROVIDE MINIMUM 1 1/ EMGEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART S[121E5 1450/1550/1570 FE&HE SI0 .[ HHUNG'917)00w 81 IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SZE. CbK SCA SHEET NO. AR I P N/A AP.Wr: K .DATE ,-., DIE NUMBER 05/25/04 B INSTALAT1ON 1450 SVRF LOT 14 BLOCK 3 GENERAL INSTRUCTIONS T�►✓[L 1 occ &for «ar c.sç4 a Madmen*notes s 4 a a fro ma .'n6tFlts ad dk aEdrtya3 to0wido eE tom adtoo end- d'rGr s3aiviq. a�°sr"5'Rat �sa.'txs" sstth00aGitad�aftaxderotad, ovim y000d de b Tho i o sun w ctF ads g acoto i`Iit■■ � '��. 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E.`t48001*0t 'Cilt{?d�batik e+'d 00044 4.0&,4 00000�"dit tW S'VS Ya�rda sx5, tras 00x0 dwahatarbevacawardas R 1 [ 444040433 dt7C0 JnWr n n414404004040041 > 4 r't Y 0040 A y c 002 ta,N`₹41,0408950+000 00440 4a 401404454'040Y'.k% Po4od 44 110 Cia3at:0'r °,.'G'-tY.'re;,ETJ 404#3rs.Ff RfYtr9Y3 C ]Ucwx 01 x'tt04*0440 ARy;hv...xu.1***r * YZYa3444 oe.arz.40a401700dy atza#1*109k00s. 42f%AC.&`aAater*0 t'0pesati\44 4403,041''21043 ) ) 3 ` ) SVRF LOT 14 BLOCK 3 ® GENERAL INSTRUCTIONS •Fit30f 3fCl3:fmr use on new ar reruafmp work rn r c€xd suRmd wand de: trorc the rr at O4 oofoOuf€is xt a ooutatoroft t�3eAy-t��rrsa�+m , 8"4s52mm),wtle Wtnber ttiv�,p at�GuaFa rid t>uuk='�roc- Yo,�se t?inaldate 4 t�a�ters≥�a dt sh€rate tab�l�.eQva�n try€rattle W dY ad smrr.An sure.r't, 3 dad�ag�p t�+smmel�y r#a EhE�n aa�da r�r� Thb sEE (�b�snt 1�}s€boar mot€side�vd z(2brnm:�ugs E€�ts E>edta+ot sr A $R!!Ip'3LE'. - � 7 tn3bte 44'luTaa6 3A rating rtqu red000r iaeeko b.+da f5fii2 thick. N CI 3 ta A@ to # :ne4ke L ror oh rdoryoo oruon ororUatod do oroozouthoror 1 wrh- hO ET'Apçdkoori ctexcessta£f ooro hbrtor: ofU xhlr le SELECT �y _r of;try(iOFMC.Rwf dctks 9aof ea35f€ 5asrtarsaj at teDial muof Do dry prbt to a Gan of i - For me ito tuts ros asarse rotor.ro ero a lea to utfdertaorMmt and aacd other or YT 4.L"s. a 4'tt ".h ,:3 Ut asprort ort:C₹#a iltina€'t, i & ç : 9rjjjj eih�r of t sRrq s�� IIMBERUNE3O r fnxotnp , ie4at#ocil.T gd rrenAAYT d a•CANACHRN Ct3Lt)3YEA7HF3t RYPUCAIM3NSmandates dirt shirrCorsuk ytivr tatb0 pkead Pia rasan SapEwnPur:a�Rp d s dP be raa R a field arocl ead �rtdfoo �. W00 Na�,igiarsa for lAatsnafs pr.Do9antsss lei dse ae3€d- BHINQLLPB �J!lMpL1S rfa}mard Ps rtrcom- ttndad,fJ must hr inSt9'Oat 1w witl:<tut N1}Ykws ia'Cia't of a1P.A?iw •KASTENM 3:horot hole 6m her irsan staP 7 is€otorro.snded tIre 6zhfYmC reared et 00 or w MANSAItd AND STEEP SLO0 0t 11PPUC.RTWNSr For root eloper°eorrr prat 21' aksmkr=ofl.0O1 y%iuffO,h9rced,daNNmed or0100oth shank r0a'&gl holowlh tuad's3}8(ttkhr[!) (1151&rortom;Pet loot(oa 101W ooe oo s'ertho sw o w&00 shtngPa neahng must be en€rantar)by to ills-{2fnmi m rester.Fsstoeers shard be 1010eaduptr to Penetrate at hoot 3d (t01n n)l ;Taal S40tr#g.Aft*oaste:eng the shk: e=plat,apply a a, r-rlaed NaGs of 00000r0 tab ads- k#n a'daF decks ro"#>St tfrtrrph 100 darks.F Ceo0*€ of 00 00003 flush fah ins s1 srvt as f€w'<'ieaCet!nt YYr=nrd iinis;aa-t abos-The$`arrg01 rraisd ba Pressa4 to or AE0 Liw at#tc lace of toe snktgrt(leer drWkpl*000010000 the thh t.Ram lonrterro rbi bnerere each flat :*ax �i27 cool b ot#m s tr the ampara oe!s below F a 1n areas wtrens rooter dust or sano • VENTttmT%&7 Raj rucf sdructoras mast be prme4od w00 ttnaa�r rant7a000 to /{j jjj/�''�f/�{j jTjj(/'''f�FV '�(''•/ f//f"`'� ,fps./' // tan or ex 6 aetota seabnp osturs srnples` rrwsR Do ha:d waled (sea WrNU .i i i.r.f aYri,T i! iT ir.+' R I 1V( 11 ) flES YR €'H#N@}3E.R�d9EALfNQT`ae5E$tuMftes tAraCaaC aI ERCC=i` s25.4t that meat 00100000100001 ofted 1rrrNH F00#.k1.f3.0 lode n+.kdrram0Y l i `axt3.tt9 flat. •WINO RESIST S€enry aOrde tea Or 0rgatker agar appkr.attri0 rdfieis to raw am seem*010010 •NOHWCORRO iG METAL DRIP EEM3ESe Iexa1Trrawled 01009 take and Atae edges at lures SN:g'�' AFaawriMle.:Erayt &�urf�afa "og Sping its. . ate dam- aid .,... rhf2 0404 fly irirto before seai.op of are 00000 ed to edaaoate rurtace 1empera:or0s,DI II lOre sell• a ASPHALT PLOSTOC CEMENT:For 11000*0000400 two :Moor ewstotto to RSrM 400ioe eels 4100y.Ore ehlrgbts oroyceear roof.For fasolo eat wider there oNcomstames results Df388 Two I m it. Four Nail Pattern English Size Shingle;12`to 3615/16 (305 x 938Riini) Underlaymentt Standard Slope-4tl2(303€gntVn)or more 4 Vntfatleymtanto Low Shop.2/12 2 16711ur333mrdlst5 at ai aedorIarnoqt Cover d torn one.aye of a star}ay;racrd 100100* A*ir#ia 01 aneriatmta afar : I e dt dt aao toe - -iZ`.to ew'*3 mmi - -------12.14 t375 Etttr3 00000100 Use only ororph rods to 1400 -mmt En Place un:d co eyed by 0*0020, krytrs of tm . as sfrosrta.(too c<Yy a:wwgtr ova to 1000 uriisttoyroenl In pace '"-"" Fa�elm a !NISI NOT tooth op 4( * 0aslton of ears Bore ItoOtroip 00001100 OAF ttatarlasd 001000000001030000 I- . 0 td1 { dOPr610 1=drE 4iltt0ftt S- 4t 5l€tE#lC aldrItoraOr Les 6aor1oo n ceswtnre Macs may as Ca arod oe0et bou"s be a ail1....=t. � r6 r#3tnara "' ',---..._.._,.. #�L`- 3a"c" t'r�t{f:r'r3.........., d l..-,.,-►r= a 2a^b#tVsuil fatal f1se krsblo Pave 1troble noose ovamanp teas rostl edge by 3, (igmrn)sod 6arratr,Est fws. meAt ovartss0 the roof 00,2/01(tg t;spa 1010 d 24` p000Tnl f 9 beyond np J000000010. 4t>rarcs era swt :03d4000002 pk of(�� ik''fd.WhMe- 8 To Fasten _ . .... 4nso0S 0000 00000* q,, ,.M.' 1 ..,.,� n•Etas-=nt wmim+4x ;rf' � S rfa + p�t'd5 u. 4+i is till 0000 i) MlraeMun 5k€:f sO 0000 YC!• (5mb`S58�TA�E!_"^mn.. 4r8RrtE K rtormonN Pear R`l1nsx!e3a.a�fqK 55. Y ; £ ,„ - o'Eitkn{rt)OssArr w oe" C/1 or Prarw ae'(&rittmT" 3 . ,, �� "'v r ^ \ �,. r10*04 Require A Six Nail Fastening Fattern01 a5twgyes rkst. z a,w l s3-o t (n 5 Use*the dire ns above With the fiolloW(00 mrt' fiCShdn_ 4(100004040103 +„ea 4 5 Replace the inner tutu fastening locations with four)astaniarg placements" 400000030 110000 A0* ow00 p4ro0000000110m1 a0saa dam r sumac Place two fasteners 8'(2o3mm)(toil':either end=•t"{25mm) and place 00000000001000000 mn oa.a a0c - two additional fasteners t5"(381 mm)from either end+I•t"{25m00} Q U J 04 a. U Second Course Third Course t z Starter Course First Gauls 4 ; a,.yr cPartaaua sauord L^w€so as shin-si€n S' 1b�C.taT€°hTHat!tit sr>°t of dta Trim tf''279ean Y•om the Irst shs Ee in the ccrnse itakv conlanue wfth#n!i rdar�las Frn€rtft art§!Fiartfa7€drtg CoursesQ N 'n ore shovf5r, .rte ftvao Wren bra s#aRAr course.Stdri m 5s ( , i 3 nc Trim R r 432 mir)!tan best a Airy at rise v"w,C eagle forth Wq srmpies aCra5 _ A,,°yny M7 Sa,tatd CuvrbMAOil fee sA ar 5}e 7a.for+"t+da:has 3 mf;re acSo€vJa.Ml :atrrt Lor+•16S'# hwdrtloor aerc roof. She met Atihaa3 11W #eh toVolor> to left.00 401 chi a^s st,'M ti f€e mot sire tfos �m ctt's reps RAT shmg'a€rrstnxficos 00010 000y3 3. W sear s sere xare..rs3 °- ?- afg p of the dot O1tr This results m a s"( every 0 cewo e xuri's3nrs sr,Ie r€p yrnr stargaie0 e , o !ay r=^,m+ara a u 1++o tiae ran caus0 00040001000300400010*00 Ana roes and m0y' fled:xaaSiues across the root.Strike a calk afro aba,R avay 6 eau-M to cfmc^ parr a�7rmaeai won J ^ x i - Own,HOT£:Shingles may be Paid from e'sdfs, raw tea (� o .�" 3° kit ih> d band sate.Start at e[Ther€ake .g .--'� 'f'e x awne,++.ra �<� ad wtfs sM 12les bear ng V(152 nm) rsasv�.w z 3 ,� . s > ^arsul firm rake. -reucr,>€ar z z wmv y fy mPv.ua+ub 1 sue'` f,r C N �_�"� Nor IPkR 3'�Sf<8,'#!?WMP Vim:cVs`W O O J 'a"m' ��1 NNh�+.d 3:b feYw` '�div[¢5YI n __..„fi'at �e °,, �.1 •�( Yre+=d'r952f3"&a / as .M+�a'P•'Y7d.%N aR`yy " £mow ` t l 2pms sae,. aaa aura» .. 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DOUBLE 5 TRIPLE 4" APPROVED EXPOSURE THICKNESS ° DESIGN APPROVED E P U E lCKNESS DESIGN --�--_�r )MODELS INCHES ±.OOJ PRESSURE MODELS IN HE ±.003 PRESSURE 1o, _ _\ J \ TRMSION 10 0,042" h 6t?.4 PSF 3-, , 30.t1 P F !S I OV 10 0!.042 PT -12' 12 0.040" + 6t .0 IMF 26_6F�SF - 3010p PSG" MINIMUM 2"X 2 CONSTUC1I0N GCE '551 t?t`t 10 0.042 - _266 PSF i 1 - 30.4 ASF PAS 1 V 10 0.042"` + 60.0 RSF MIXED E S I TI�#EI I`f PINE EQUIV. 26.E PSF WOOD BATTEN 5T1IPS '1 I 3 ,t} - 60 C PSF I 1 26.6 PSF VP14V )0 0.g42- + 6x.0 PS 25.6 PSG z O U F— e ±___ _ It IIU LI L Q SIDE VIEW ELF EIS FONT ill h' OF EAVE WITHOUT FAQ TTTT L ____ F- d Z � FA LA. 0VID As vii s o3 GALVA 11ZED -ROOFING NAIL 0 2441 1/8- RING SH I I . ROOF �RF�I!x� " �,�� Q��rt€ (n 3 ILIA_ X 1 1 /2" LONG. a. y � , PE 142465 J— CR N UE . @ 10 O.C. THRU THE NAIL HEM HOLES I ! i't. 11 THE WOOD JOISTS. 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AS DESCRIBED tr4 SECT 11 10 5 5/6 0.042 --44.6 P5 27')4$ (11) oc `HE50Ufll f1.OR.A UU1OlM EC3(kE _.__ 4) *i1 4c 50f nflccE ME S#t)v-4G I 50 cm ARE 1v BE t4STMJ 13 el—so 10 5 3/4 0.044' —80 Pr 1i RC 41E IGtt UY A RtCtttREo Mc1tntcm pit 0401 E Alcoa u l in - P odiic +- 10 S i t3,t17 s* �1 [t � ltCCt#1E rC TO fi1EE 5 t1 FL4}1tl43h t3t!>tl 1 1; st3iE7 INC t411tWU1:1 EW- R 1 r45 of Us 1i►RANIu Al A S) €1 TL1.+�114ti OF 111 SU1HG / 0FT1T 'NIB xtseic PR01} SHMJ. 4E E34#1# I ACC0I40CE W1131 THE 1.+FC. 1 1 ,UcTG14S ,kt1(i TIC wPu SEMI OF 1111:' Soun4 FLURMR 9t' wG COO 1 MT. tIN T LI TI DE I A REVISED 3'( RICHARD BOY07C: 1 )/211 DRAWING FOR VINYL SIDING �t1 � t�E B Y rt r DRAWN f f 1s 1gE �4 43S 1 RILE C�fAME: SK53-- 1 tom+ D DE IDI 4/99 .G 1347 .: 4011 # ► K,_.,_ — t 13 �`` 3a6Fc�Ll1�fL 3t 1 ttt . 1tt3 1�ft1 s Data 5CA 1480 1 T 3 ? �5/c ff �r SHEET . 4 s zr�t IN2 LOMANCO,INC. Acceptance No.: 01-0614.05 LOMANCO,INC. Acceptance No.: 01-0614.05 APPROVED APPLICATIONS DETAIL DRAWINGS Tradename: Model 730,750,770 Roof Louvers System Type C: Mechanical attachment of static vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and 18" - - . max. down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. 'r Using position as center marked point, scribe a circle that is the same diameter as the vent throat opening. Starting with the drill hole cut vent hole. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofmg nails from top row of shingles so the flashing of the roof + 4 . + vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up(non-louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/a" aluminum annular ring shank nails. With the first nail 1¼" from roof louver �� __ z end and a minimum of 6" o.c. at the front and backside of louver vent '` O parallel to the ridge. And with the first nail 11/a" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping --I- heads ----- Q - heads of nails under shingles where possible(see 700 Series louver roof vent I J profile drawing). Seal all seams and nail heads with roofing cement. + Q C Ridge Shingle: N/A z tY Net Free Area: Refer to manufacturers published literature Cd Minimum '� Slope: 2:12 0 LL ••-.+ L11vIrrATIONS: � 1. Refer to applicable building codes for required ventilation. 700 SERIES LOUVERED ROOF VENT 2.Lomanco's Model 730,750,770 Roof Louvers shall shall comply with applicable Building Code. 3.Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. Page 3 Page 4 SHEE T Frank Zuloaga,RRC Frank Zuloaga,RRC I Roofing Product Control Examiner Roofing Product Control Examiner SVRFLOTI4BLO L3 - __ H j/ C) __ II O •�( H0Cy v O o Fin Q0., � L � `� �: IILI � Tai p � ✓, by H N Iy N '+'' z > i V� f l a O J N f d a o G Q�: Ii u > U N • p C. ar, E - ll : U •• C3 �.d O y t p i✓.� = c�W�. W•� r" �' a !� :-� Q� ® ■ U U C. 'aY CS bJ)+� ^ y Q' �`� X z iC m (� n ill { L N •^ ;~ s_. J124 `W •,^ CS b-Of.�j,O cGO vy�. • SHEET ______________________________________ IN4 Page is too large to OCR.