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HomeMy WebLinkAbout36042 SHADY BLUFF LP SVRF LOT 15 BLOCK 3 Li.AFI'L CABLd; 3LAIL≥;ING. \\Iindvvard 4 Elorne s 5439 Beaumont Center Blvd. Suite 1050 DU1LDNG SHALT COMPLY L','WITH Tampa, Florida 33634 f= . -,PPLi AB'E CIY OP (813) 885-7744 THE SEI SEAL ON THE DRAWINGS) INDICATES STRUCTURAL ENGINEERING RESPONSIBILITY OF THE PLANS FOR COMPLIANCE WITH THE FLORIDA BUILDING CODE(2004 W/ Ob SUP.) CHAPTER lb (13Omph,EXP. "B", IMP. 1.O,PART. ENCLOSED, INT. PRES.COEF. +/-O.55) ONLY. GENERAL ARCHITECTURE,LIFE SAFETY,ACCESSIBILITY,ELECTRICAL, PLUMBING,MECHANICAL,ETC. IS THE RESPONSIBILITY OF 'THE PALM ISLAND ' OTHERS. THIS PLAN HAS BEEN DESIGNED FOR 13O MPH PARTIALLY ENCLOSED,EXPOSURE "B", IMPORTANCE FACTOR 1.0. ADDITIONALLY,THIS PLAN DESIGN COMPLIES WITH THE INTENT FOR 12O MPH ENCLOSED,EXPOSURE "G" IMPORTANCE FACTOR 1.O ELEVATION THIS DRAWING AND DESIGN IS VALID FOR A PERIOD OF I FINISH FLOOR E:LE'A i'ION SHALL YEAR AFTER THE DATE IT IS SIGNED OR UNTIL A NEWER VERSION OF THE BUILDING CODE,HAVING JURISDICTION, IS COMPLY WITH ENGINEERED OESIG . ADOPTED,WHICH EVER OCCURS FIRST. 13O P "B"-Ob 4-BEDROOM / 2-BATHS / 2—CAR GARAGE ORDINANO ( ��Pub" I?ti.e PLAN # f0626 DRAWING INDEX SHEET NO. DRAWING TITLE � f�i 2 COVER AND INDEX El Al FOUNDATION PLAN rc$ $ ' _ r A2 FLOOR PLAN ,c; aa(;,,'a FY (.1 I )& r A3c FRONT ELEVATION-'C' A4c SIDE 4 REAR ELEVATIONS-'C' AD I INTERIOR ELEVATIONS AD2 BUILDING SECTION 4 DETAILS AD3 ROOF PLAN El ELECTRICAL PLAN El FLOORING PLAN M I MECHANICAL PLAN 051 PLAN OPTIONS 5 STRUCTURAL SHEETS D DOOR INSTALLATION SHEETS W WINDOW INSTALLATION SHEETS R ROOF SHINGLE APPLICATIONS STRUCTURAL ENGINEERING AND INSPECTIONS, INC. IN INSTALLATION AREA TABULATION TABLE (IN SQ. FT.) ISSUE HISTORY (SEI) LIVING COVERED GARAGE LANAI TOTAL AREA NO. DATE VER DRBWN DESCRIPTION' APPVD 16105 N. FLORIDA AVE, SUITE B, LUTZ, FL 33549 AREA ENTRY UNDER ROOF 08/15/05 I.0 - 155UEDTOTRGINEER INEER 10 PH. (813) 849 5769 FAX. (813) 849 5770 08/30/05 I.O ISSUED TO ENGINEER 1697 5G 389 121 22G3 05/26/05 1.O tw/mv 155UED FOR CONSTRUCTION me F L E B N O. 9196 10/03/05 4.0 2004 FHC UPDATE me 06/02/06 4.1 my ADDmONOFEIEVATIOND THOMAS E. MILLER PE FLA. REG. NO. 56877 06/28/06 4.1 - RF.'IEWF.NGINEERING oIc , , �, PLAN NAME: IS 12/28/0 2_04FBCW2006SUP. BYRON K. ANDERSON, PE, FLA. REG. NO. 60987 DATE: PALM LAND06/05/06 VERSION NO.: 4. 1 ``,,'� `O 07-06-06 - SVRF LOT 15 BLOCK . 8'C.M.U. 25'LAP MIN 3A - rgse FINISH PER (1)/T5 REBAR 2x_SPF STUDS 1'DEEP CONTROL JOINT € _ ED SAWCUT WITHIN 12 HOURS I 7": E11-1 0 FC LOCATIONS ®16'O.C. 1/4'x3' OF CONCRETE PLACEMENT 3 /2'CONC.SLAB aEsF €� 111 1/2 GYPSUM TAPCONS `o;=a FtsRs BOARD ®32 O.C. 40'-0' _ TL 27o I r I R � zap 0FTs 3'-10' 56'I( cE�cx<1L4:(2)# REBAR SLAB (1) REBAR OR FIBER _ ■ f /" • rr Z n � '- 3-1 2 CONC.SLAB / 6x6 W1.4xW1.4 WWF ■ ___________________N 5 5 24%24'X I G'DEEP r�, 1 CONTINUOUS CONTINUOUS - _J CONCRETE PAD FOOTING G rT 16 m- i A O rn TYPICAL SLAB G w/(3)#5 REBAR EACH WAY Al ■i — _'i Al i b ~ o 1 STY EXTERIOR E THICKENED SLAB AT Ai Al pi CONTROL JOINT p ; w a J MASONRY WALL FOOTING GARAGE(NON BEARING) 1 5 ,�.,_ PROVIDE R ' UJ LL r 0 PVC UNDER /; - Z R NT.S. Z Z . SLAB CONDUIT F I-R -C3 12' I FOR •NC 1 �°D CO W Ai FF l° ■__I ■ Q J 12 12 2C '- 1, n i v ONC. 8' 1 2 \- 3/4'BEVEL / W2Lj _________________SLAB ISOLATION 3-1/2 1,_l. DRIVEWAY ■ ■■ ■■■ I I 5 LL W ItEEEEEECONC. FINISH GRADE / JOINT SLAB 3-1/2'CONC.SLAB 1' xl) - ii, W ul m d Z JOI HB i I o W O`� W Q ISOLAT ON (1 v)#5 REBAR _ J W Y JDINT I n' I CONTINUOUS ' (2)#5 REBAR a ■ i pp,_,p' // i Z S z 16 CONTINUOUS 17'-8' II o d O 0 EXTERIOR DOOR SILL THICKENED SLAB EDGE -_-_, /'/ ■ A7 N.T.S. At GARAGE DOOR RECESS Al N.T.S. ,, r.„ !� !;? t! o_ N.T.S. 1 _"t; °_.L)i rS ... day y,. F. _ . ---_-= , ■ i ii lilt ■ UNC A N I 1 T-I I 3'-5' x cox i i ii II E-------------T '\ LI- I "a L I ;I ,/ i--' L- J i \\h/ j SHOWER �x]I III // A ■ _____________________________________________ ■ i li� RECESS rll ii A L ' ■ ■ ■ ■ ■■ I PROVIDE 4'PVC , r/ r I i � UNDER SLAB I / _ _`\__� i `T CONDUIT FOR it I '10' ' 3-8" 84" 3'-1° 5'-3' i 3-8' G-I 1' 4-G _� o ii ELECTRICAL �e'x8•CONC.FTG. i o /1 O ; _ _ 1 1 __ W/(I)#5 REBAR / 1 ■ p -3 12' o F 2' v ,E ,' ' i I-- J CONT. / i I x° q io G wF C ■ i v Ia = II-L----J -0'-0"REF. Al O N 24•X 24`X IG'DEEP ,n G ■ F 1 -- = M_ _ i62` 32' SLABREQUIREMENTS 10 ■■ ■■ ■ ■■..° ■ i 3 1/2'2500 P5I CONC.SIATr-- L 'W/FIBERMES11,OVER 6 NIL. i 1 Q ■■■ ■■■ ■DENOTES WINDOW AND VISOUEEN VAPOR BARRIERb pt OPTIONALLAUNDRYTUB a < — 1 TREATED FOR TERMITES /r 1 ■ 1 r i z DOOR LOCATIONS,_P`tCAL r O CHECK IF THIS r, (' OFT.APPLIES. 11 1 u O 12.8. G._4. I.8. n �_ I,o' FRONT`OL'VDATICN PLAN '-O' 2'-8' 6'-4" I'_g• FRONT FOUNDATION PLAN A i ,'---------,7_----------- -'P .________ __________ __________, m j J e O N'J'. FOR.ELEVATION'C. -- --- !� F�LEVATOCF/CR,F THIS 20'-8" ClEIF THIS , ' �-�-.-----,.=r-- - ----------- -, ■ — — O AT Vl FLEVAT.ON ATION 20 8 v Al , _ __—`-- r _ � APPLIF5. 40'-0' APftA0 ■ ' u i. n s i L .J _ n I AH Yr (WIIH) J — —I z 1111 /1 PARTIAL FOUNDATION D' PARTIAL FOUNDATION 'C' FINISH F WI' -.LE r({ DI3ALL a I COMPLY �T�I�4.T✓ ti c�F'2 3 i I g'-g• I ■ — /1 •�� g AND/OR I M LL ' / (`~.}\,. 'Z 1"T. AJ'T r I -< OPTIONAL GARAGE i W Z SCALE:24x36: 1/4'=1'-0" I 1 x 1 7: I/8'=1'-0" SCALE:24x36: 1/4=1-0" I I x 1 7: I/o'/b`=)'-0' ■ )RD(N p,nb T FF 2 SERVICE DOOR PKG.SEE p T Q Q - 1 w i A/O51`OR DETAILS. - 1 I i "'O I ❑CHECK IF THIS OPT. APPLIF5. j Z `---------------------------------------- J ti `------------------ J ---------------- --� r-■ F ---------- ------------- ■ Ur --------- ■ ■ ■■ ' ■ ■ ■ ■ ■ - L--F DEEP CONTROL JOINT i 1/ -_--- --- -- - -�■■ SAWCUT WITHIN 12 I HOURS OF CONCRETE I LACEMENT I M i v 3'-8' J. 8'-4' 3'-1' 5'-3' i 3'-8" 6'- I° J. 3'-5' U I 5'-3' Ut o N i O 3-3 -3 12' eT I , I IL O FF 12' o FF v , i Y w 1 di Al 24'X 24'% 6 DEEP — G ■ ' Al i G ■ I " i O it ' m CONCRETE PAD FOOTING ' a1 CONCR,RE P x 16"DEEP Al i i i HB O w/(3)#5 REBAR EACH WAY j M Al _ ■■ 1 ■ 1 1 V ISSUE HISTORY PONT FOUNDATION PLAN '-0 1 2'-8• 04' -8' 14'-0' GRE jl.4 1 G'-0• I'-8' z 0 FOR E EVATION'D'. _O W DRWN CHECK fF THIS 20'-8' 13'-8' 7'-0" 19'-4' i k Nt�. DATE VER DESCRIPTION' APPVD BY ELEVATION Z W Z 00/19/05 HO - I55UED TO TRU55 ENGINEER LJ SPELLS. 40'-0' 40'-0' 08/30/05 1.0 I55UED TO ENGINEER n. > O 0- 09/26/05 1 0 tw/mv I55UED FOR CONSTRUCTION me 0/03/05 4 G 2004 FBC UPDATE me ADDITION ELEVATION D PARTIAL FOUNDATION 'B' 06/02/06 4.I v OF SHEET 06/28/06 4.1 REVIEW ENC'Ui F.NG IC SCALE:24x36: 1/4-1-0" I I x 17: I/8"=I'-0" COTE:A U SURVEY SHALL BE PERFORMED AND A FOUNDATION PLAN THE 5 .T•a.o-. COPY Of THE SURVERVO Y SHALL BR ON THE SITE FOR THE ry j\ BUILDING INSPECTOR'S USE.O .ALL PROPERTY MARKERS ,�• SHALL BE EXPOSED AND A STRING STRETCHED FROM V ` MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. SCALE:24x36: I/4" 1'-0" I I x 1 7: I/8"=I'-0" N-5".' 07(16- ;T. s SVRF LOT 15 BLOC 4F i�6�Ysd n�LP 8'NW.IMOCNWT 5SCGr' QED ,_ BLOdt(TYPICAL) Y4yaa o�YR9 (1)/S CONY.IN N.O. 4a_O• }fix`.„y�, �Y"�' ASSEMBLY FILLED SaU �9n rGW '". 1 wm i 3'-0' I I'-a 7'-0" 9-O' 25 D b 25 D 8'-a ND HT BO 8'-0'HD HT O A N2&PRECAST LINC ■ _ _ ABOK OPENING(TYPICALAL) ■ O ----"—- - EGRESS EGRESS Z A x16'BOND BEAM W/8"x8'PRECAST LINTEL �\ ; O 5'-8` 10'x' 1I'-O' O rn ■ - RECESSED i LANAI ACCESSIBLE 2. Lu o m 1235 -255H-1/2 355H 3068 WI14' v ; 2I 17R-4 a x 9'-4' LL- Pool BATH BEDROOM 2 BEDROOM 3 Cn tL r Q BLOC(((TYPICAL) HD @ 8'-0'AFF TEMPERED SL. p '4 CLG.@ 9'-4'A.F.F. Z 'xx OTn CLG.@9'<'A.PF. O Idx Id Idx l' IV pl Z ()S CST.N N.O. 4•Q 1 6'_0" ; 20' CLG.@ 9'-4'A.F.F. CLG.@ 9'-4'AF_F. U, W ILII1 RECESSED WALL TO ih p W I1 rw1550'0-I BLARE SOLD C PORCH 'n(�^\CELING - Q II `n J I t I O 2C-8•X 8'-a ; (� / - I- ti. 't_J Er Nat.PRECAST INm ' CLG.@ 9 4'A.F.F. I 9080 5GD LLUJJ B L\ O �`�°x li ABOVE OPENING(TYPICAL) 36'H ALUMINUM AD PLANT SHELF @ - Z W Do O W d RAILING 8'a AF` i2 - Z[L O O 2 40P 1 Z W g ED z ■■ ■■ A N MC (2)2668 Bf 2868 8'x16'BOND BEAM W/8X8'PRECAST LINTEL �� _ 2)2GNO g 8'x l6'CONIC.COLUMN "t 2668 PKT I SHEL`f ROD Z p W °D O 2868 I D)ICLF N R0R. u„I p xi z FRONT WALL FLOOR'IAN 3'4' T-4 13'-4' _ 4-I' 4'-0' 3'�4'_ . CLG.ACCESS NO S FOR ELCHEC�F D. 40'-O' FAMILY/ I 1 _ .#,5115LP 1 ROD Z= z glum saw I'„tO (2)2668 BF - gym m a EIIVAT'0 N DINING ROOM l272S68HP o = (1)05 CONY.IN LA ND('\_I Y = - g APPLIES, PARTIAL FLOOR PLAN 'D' 2868 I1 , TOP of PRECAST Q CLG.@ 9'-4'A.F.F. PLANT SHELF @ ! CLG @%-4'AF.F. ��l B NOM PRECAST INTEL 8-a AFF 1 PLANT SHELF @ _ F_ ( ABOVE OPENING(TYPICAL) 1 5'-a 1'-4'DEEP t A9HE 7RYFR m 8'0'AFF 'D - SCALE:24x36: I/4"=I'-0" I I x 17: I/8"=I-0" WAIL TO HANSOM BOX ' 2'-4'DEEP N o CLG. 3'O' 3'-4" 5'-0' 3'-e' _8. 3'-8• 6'-8" 12'-O' ■ 8'x8'PRECAST LINTEL W/(1#6 REBAR 1. q , vErrtR B m_0 BEDROOM 4 ;?KIICIIIII ISI!WD , J_ 'F_ .; - - (7s DI I,'x lI'e-NaM.xNaaWr CK 1f 1315 ; MASTER AL) ___�_+_ NCLG.@ 9'-4"A.F.F. V O .APPLIES. 'I )(E CWT.N K.O. J O DI I QPrtoNAl ' - BATH 0 o 15LAND + G. 9'1t"A.F ■ m a - ASSDABLYFILLEBsaw RECESSED ADz - --- ■ ; o --KITCHEN 4"CURB - -- ---------- - ADz m 'Mm CWCREIE ' (2)25 5H BA 3068 W/14' N 8'-0'HD HT TEMPERED 5.L. O 5 CLG.@ 9-4'A.F.F. 2868 PKT z 8'NECESSm PRECAST t og m (2)SHELF ROD ,," I ! PLANT SHELF @ a 4'-O" _I6-p R 1 'v (INTEL ABOVE OPENING O I OW ['.f! _� ! 8'-0'APP ■ ° (��) O PORCH RE ' r oA m! I-6'WIDE A C j B`x14'BOND BEAM W/8`z6'R------D LINTEL /r\ , ----- -E ! @ - MASTER I' Q L____ WI. .e..,o..rox.ay.awmroroxro�Rac I RAIL NIGUM CLG.@ 9-4'A.F.F. = ■ WALL TO o CLG 9 4' F PCLG.@ 9 4'� m M 1 ,.., ¢ ! IA-Es- A.F.F. '^= " za-a xe-0 ca O O BLoa(TrPlcAlj/T ■■ ■■ „'/',= B-a AG_II (2)SHELF ROD (1)a CONi.IN KD. 8"x I6'CONC.COLUMN N 52.1 a CWRSE — 1 I'-4' G'-O' 1 T-6' L ASSEMBLY�RLLFD SOLID B PASS-THRU w/)2"WIDE m 0 I- IFRONT WALL FLOOR PLAN 13'-4' T-4" 88W-TOP @ 4a A.F.F.; I I O ; (t}/5 CORY.IN LINTEL FOR EIPVATION'C. 8'RECESSED PRECAST HECK'.F TOG 40-a 7�OFFPA55-THRU @ YPI . 1 v, LINTEL ABOVE OPENING ATIDN LIVING ROOM ■ 1 (PASCAL) APPLIES. 14'-4'x 17' AH PARTIAL FLOOR PLAN 'C' CLG.@9'_4.A.Ff. H - x R 8'x14'BOND BEAM W/B'sO RECESSED LINTEL SCALE:24x36: 1/4"=1'-O" 1 1 x 1 7: 1/8"=1'-0" II OPTIONAL LAUNDRY US Q a -----1 CPECKIT THIS ■ _ J a z CEILINGACEEs. y OPT.APPLIES. m OPTIONAL GARAGE FOYER __ SERVICE DOOR W PKG.SEE CLG.@ 9'-4' 2/051 FOR DETAILS. T A.F.F. VERIFY LOCATION CHECK IF PHIS OPT. 1 INDICATES(')H5 RE5AR IN IN FIELD 1 9 0' APPLIES. z CONCRETE`ILL ED CELL / - _ TONTINLOJS ARCM FOOTING C 0 0 N a- TC KNOCC-OUT LNTEL(r) - RECESSED ._• •Ijjj RECESSED INDICATES SGEAR WA-L ' 1/2 355H-255H-1/2 355H 3068 W/I4' (2)25 5H BIT ; 3068 W/14' o O HD @ 8'-a APP TEMPERED 5.L 8'-a 80 10 i TEMPERED S . 5 O 4-O' 16'-O' 4'-O' 16'-O' LL _171 N ICAT2/WAL FIGHT @ 8 D A= o I C2C' . N O CLG.@9-4"AFF.3G'H ALUMINUM!- RAILING 8xIG'CONIC.CO OC COLUMN NDCATF5 PLANT Sr'ELF:HEGrT A55PEC�`11D ON __________ __________ ■■ _____________ Op G O JjIAN. 8'x 16'CONC.COLUMN _ - I6'xT OVERHEAD GARAGE DOOR I I 0 13'-4' 7'-4' N ISSUE HISTORY FRONT WALL FLOOK P AN 20'-8' 13'-8' 7'-0" 17`8" I'-8' _o W FOR ELEVATION'8'. FDAVER DRWN DESCRIPTION' APPVD CHECK IFTHIS 40'-O" - yIT•T�2; 40'-aZQ to LtlZ BY ELEVATION L lN111 �..0 - 155UED TO TRUSS ENGINEER to APPUE5. kL -PARTIAL FLOOR PLANLBE 83 ILI�I1 � �_ �� 2/I.0 - 1551,1,1 TO ENGINEER - Ty � Y `�I.O Cw/mv I5SU-D FOR CONSTRUCTION a T m SCALE:24x36: Il4'=I'-O I x 17: I/8"= -O" ALL 4.0 - 2004 FBC UFDATY me �L CTM SHEET NO. 4.1 ADDITION OF ELEVATION D �( ,4.I REVIEN.'ENGINEIRING o!c r�y �.��f'-'`1- ry� ELEVATION 'A' FLOOR PLAN 1/A'qq'���ggq NOTE:ALL PLUMBING,ELECTRICAL AND MECHANICAL I " V E •� ROUGH-INS MUST BE COMPLETE,INSPECTED AND ,vV APPROVED BEFORE REQUESTING THE FRAMING INSPECTION. SCALE: 24X36: I/4"=i'-0" I lxl7: I/8"=1-0" 1,, 1% £r 07- -W . zU9 cp1 DENOTES DESIGN WIND PRESSURES __ ' eP� v L 1 1 FOR COMPONENTS AND CLADDING y tl "_„ k = Q ■ ■ ._—_---- ■ ■ _---- ■■ i 8"RECESSED 8'RECE55FD E.G.LINTEL DE NOTES WEIGHTED AVERAGE §="o <9"=� P.C.LINTEL (FETEDWA1)-5CONT.) DE5IGN WIND PRE55URE5FOR COMPONENTS AND CLADDING 3SF) _ n 3 3'-8" 6'-I I• 4'-6" 5'3" 1 FILLED w/(I)#5 FlufR5EE ARcn 3 1 2" 3-I/4"x I/4'TAFCONS @ CONT. RAMING fTAIL 2 t� FF v Bi.O.C. G ZXB w/(2) (,J AI za'x za x e DFFP D ■ 1 I Od NAILS z CONCRETE PAD T00TING AI I EACH END TW. 6 «i(3)x5 REBAR EACr WAr @ ELEVATION GENERAL NOTES: Z Q ■■ 1 I ■■ I ■ I w ~ LL�j n Off STUCCO: ■■■ @ PERIMETER 3 STUCCO FINISH APPLIED PER ASTM LJi O p LL o C 926,TYPICAL Z N rn Z z 61 q 5 STUCCO OVER WOOD FRAME: 0 20'-e' aj 7/8'(3)-COAT STUCCO FINISH APPLIED Z -' m d' NTO OPEN o PER ASTM C 92G,TYPICAL ¢ W°�rn 40'-0" BETWEEN 0 ~ U- :::'w/(2) I Od 112 EXTERIOR SHEAT ZING wl o k OVERIIANG5: Z W p ui a I Od TOENAILS @ 4"O.C.INTO m 12'TYPICAL EXCEPT 6'@ GABLES. Z a NAILS EAC1 SIDE T1P. raLcurs:SOuaRE, IW W l z ALL INTERSECTING MEMBERS L, �> p U.N.O.(BOTIi SIDES) U.O.N. z ¢M J J I PARTIAL FOUNDATION PLAN 'C' NFu (REF) BANDING: 2E m W ALL BANDING TO BE SCORE CUT. p v W Z I/2'WIDE x 1/4'DEEP SMOOTH FIN15H W -1 ¢ INSIDE 5CORE ONES,U.O.N. LL Y SCALE:24x36: I/4' 1'-0" 1 1 x)7: I/8=!-0" z= z eARCH FRAMING DETAIL e MASONRY OPENING DETAIL NOTE:SEE SHEET Al AND A2 SCALE:24x36:3/8'=I'-0" I I x 17:3/10=1-0' FOR BALANCE OF PLAN AND NOT TO SCALE INFORMATION NOT SHOWN HERE. ROOF VENT INFO, TYPE QUANTITY Off RIDGE VENTS 4 U APF. O O m ----- I. RECESSED CO I 2)25 5H RH 3058 WI14' I 1 2 8'-0°HD HT TEVPYRfC S.L. CID L.L 4-O' 16'0 O PORCH O w 1 20-8' 30'0 DECORATIVE M 36 MINL CL6 @ 9'4'A F F FOAM MEDALION, ALUMINUM RAILING O O CENTERED,TYPICAL L � ■■ ■■ OFF RIDGE VENT,TYP. Q 8'x I G"CONC.COLUMN m 7 w L 0 O 1 3'-4' 7'-4' 12 'A 40'-O" 6 DECORATIVE 30 FOAM MEDAWON, ? TYPICAL a g PARTIAL FLOOR PLAN ELEVATION 'C' INDMFA5CIA, 2 w z `" SMIN G S, W Z " 6 SHINGIE5,TYPICAL SCALE: 24x36: I/4"=1'-O" 11x17: 1/8"=1'-0" y — OP OF MASONRY .. .. _ -.. T �, . . TOP OF MASONRY 8'SMOOTH TEXTURE - - - SCORED BAND,TYP. .. TEXTURED 6. STUCCO FlNISH, F v MICAL,U.O.N. O Jhe T JCCIL OF OPT. component ndicated for this project s a site specific J - COACH LIGHT pre T r manufacturer to des pthe s stem com oner y J WU Ed Ed D Ll LL ma ufactured s stem It is the res ons b of the s—I eng nee fo the the attacnment of the co none t7�stem tts, 1- d gn Y p — — - - __._ structure eer o{e loads.Each load case sha be cons derea. Q'u o ^ a 7 6 T O �� � DDDDDDLJ The Eng ecord reserves the right to make revisons after said ' engineering is provided for review. O o — - O 11-1 �� I _-_1 DD [ 1❑nD ISSUE HISTORY o6wl A pa z Es .liovna Com FIN.FLR.(REFJ Q W f.'=J. DATE VER DgWN DESCRIPTION' APPVD - ❑--- _____ __-___- - - __-_.. Z W LU F- 08/ 5/05 IC - 155L'ED TO TRL55 ENGINEER io FINISH GRADE ¢ 3068 W/14'TEMP.SL J W ¢ (2)25 SH RH 16'x T O.H.GAR.DR d > 0 W +39.9 +39.9 ENTRY DOOR 5ME MAY VARY 08/30/05 .C - 155UED TO ENGINEER - SMOOTH TEXTURE 8-0'AFT HD HT +35. 32 PANEL WI LITES 05/26/05 .0 tw/mv ISSUED FOR CONSTRUCTION me 5CORED BAND,TYP. -42.5 W/G'SMOOTH TEXTURE -42,5 SEE SELECTION FOR ACTUAL 5ME. SCORED BAND AROUND i -35.5 0/03/05 4.0 - 2004 FBC UPDATE me 06/02/06 4.1 my ADDITION OF ELEVATION D / SHEE 06/28/06 4.1 REVIEW ENGINEERING elc FRONT ELEVATION 'C' SCALE: 24x30:3/8"=I'-O" I I x 1 7:3/10-1-0" ��s o U7-061* D1 2006 y c� ,n X9O sn NG Es P1cA ELEVATION GENERAL NOTES: z pax °_ s Nj R - -.. G'ALUMINUM U c� _ FASCIA,MICAL STUCCO: ? STUCCO FINISH APPLIED PER ASTM TOF OF MASONRY - - TOP OF MASONRY C 926,TYPICAL Z ..: ... . . H APPUE STUCCO OVER WOOD FRAME: U � �o 7/8'(3)-COAT STUCCO FiN15 D .. : 926 TYPICAL Z p O z OVERHANGS: .. 12"TYPICAL EXCEPT 6'@ GABLES. V' W o .. TAILCUT5:SQUARE, C3 0 �xx�g5 BANDING: Z .--.7 Q ALL BANDING TO BE SCORE CUT. O 2006'WINDWARD HOMES .;. I/2"WIDE x U4'DEEP SMOOTH FINISH W ul m Z FlN.FLR.(REF.) FIN.FLR.(REEL INSIDE SCORE LINES,U.O.N. Z Q W W O FINISH GRADE FIN 511 GRADE Z 0 0 +39.9 +39.9 +39.9 W O M W Q 42.5 -02.5 50.2 REAR ELEVATION LL (o Y OFF RODE VENT. DENOTES DESIGN WIND PRESSURES }� Tyr FOR COMPONENTS AND CLADDING i,. DENOTES WEIGHTED AVERAGE F— DESIGN WIND PRESSURES FOR th '- - COMPONEMS AND CLADDING(PSF) FIBERGLASS .. ... SHINGLES,TYPICAL 0 ROOF VENT INFO.6'uuM NUM U a � _. _. _.... FASCIA,TYPICAL TYPE QUANTITY N TOP OF MASONRY J - OP OF MASONRY OFF RIDGE VENTS 4- - - ---.- - . .. -.- --- -- - - - -. --. -:. -- . --:: CO I..L —— FINISH TYF UON TEXNRED STUCCO 0 II II AC IN.FLR O 2006"WINDWARD HOMES Q a F Sn GRADE OPT GARAGE 111151 GRADE Q O SMOOTH TEXTURE SERVICE DOOR tt '. SCORD BAND,TYP. +39.9 +39.9 +39.9 J !� y 42.5 42.5 42.5 RIGHT SIDE ELEVATION �5 3 O PF RIDGE VENT, J '"� Z e p 5 FlBERGLA55 2 J i.. SHINGLES,TYPICAL W W 1 � 6'ALUMINUM E FASCIA.TPICAL W TOr O`MASONRY --. 1,. TCP OF MASONRY (n TEXTURED STUCCO O .. - - FiN15H,IYP.U.O.N. O 14) SMOOTHTEXIRE o. b ... SCORED SAND, rm TYP, t0 . � O Z ISSUE HISTORY ®zoos'vIIwUUDIIC Es z ORWN FIN.FLR.IREF.) 'K nw:,a"""comv'^r "' FIN.FLR.IF-Fl 0 W "L7. DATE VER BY DE5CRIn0N' APPVD _ _ . ;.. _ ------------- ' 0 _ Z Tn lL Z FIN:SF GRADE 2668 FR FINISH GRADE Q l 06/15/05 CO I55UED TO TRUSS ENGINEER to 05/30/05 I.C - I55UED TO ENGINEER - +39.9 +39.9 IL > 0 d 09/26/05 AS/P, 1 SOUPS FORCONSTRUCTION m 502 42.5 LEFT SIDE ELEVATION !0/03/05 4.0 - 2004 FBC UPDATE me 06/02/06 4. r,, ADDITION OF ELEVATION D - SHE 0. 6/28/06 4.I REVIEW ENGINEERING olc (/ 1 SIDE & REAR ELEVATIONS 'C' I.% 4c SCALE:24x36: I/4"=1'-0" 11x17: 1/8"-I'-O" 09.0606 SVRF LOT 15 BLOC 3 '-40?PLANT SHELF / / O m v H r m SPLAYED / "['#2414/1 o LU m p WAL OPEN TO HALL ? m Uj LL ti O Z H Z Z 3-O' Z Jm W Q W J W luzuia wCflLJoa w a W W FAMILY/DINING ROOM LU o - LLm toY 2 Z= Z O U F- ''^ U) THEATRICAL THEATRICAL LIGHTS,TYP LIGITT5.TYP 42'HIGH i I ® 42'HIGH U MIRRORYP 2 MIRROR,TYP U _ It r MC.TYP SPLAYED 2 i� di ° CD WALL ) .5OM55, / — — 4'SPLABH, TYP - a _ TYP T m — � - l0 � ly o W M 0 r � � n POOL BATH MASTER BATHROOM a e z BATHROOM CABINET ELEVATIONS J � yg OPEN TO LIVING ROOM W O a -U2'k12'000MER ILIlIlIlIlI L _ W W/PU%5TER LAMINATE I'-0" CENTER SUPPORTS PLZSTIC LAMINATE �� O BAC4/5P H O'EN TO LIVING ROOM o Q 4'BACK 30'HOOD/VICROWAVE OPT. W SPLA5H 514/512 FEATURE5 I- 2x4 STUDS @ 16'O.C.___________________ ______ O 0 �_ 2v4 5TUD5 0 ._._____ m P.T.EITM PLT. -' cn ___ O O IL �I --- -_- (p `RONT VIEW RIGHT VIEW REAR VIEW SECTION OF LEFT VIEW 24'OPENING FOR 36"SINK 6A5E 30'OPENING 38 OPENING D15HWA5HER POP,RANGE FOR i?EFPJGERATOR OPTIONAL KITCHEN ISLAND KITCHEN AT DISHWASHER KITCHEN AT RANGE z ISSUE HISTORY z A!O. DATE VER DRWN DESCRIPTION' APPVD St co LLj Z BY "OTE PEASESEE e g w a a 08/!5/O5 .0 - ISSUED TO TRU55 ENGIN IO EER to CONSTRUCTN STANDARDS KITCHEN CABINET ELEVATIONS 08/30/05 I.O - 155010 TO ENGINEER - FOR CABINET SPECIFICATIONS d > O d 09/26/05 1.0 tw/mv 155000 FOR CONSTRUCTION me !0/03/05 4.0 - 2004 FBC UPDATE me 06/02/06 4.1 r,v ADDITION OF ELEVATION D - SHEET NO. 06/25/06 4.I REVIEW ENGINEERING olc INTERIOR ELEVATIONS AD 1 SCALE:24x36:313'-l'-O" I 1O73110=1-0' FOJNDATIONSIAII 3z s a ° £ fN� es` U�ggz F,9 ° FF.REF. o a np4g '�3N`�s a a — v ----- OUTLINE OF U m n Obi - COND.UNIT TABLE A: - — O J FASTENER LOCATION L 3-12'THICK F*P --- - Z ni° O Z R SCREWS CONCRETE SLAB SIZED PER Z F- UNIT 51ZE PER SIDE A/C MFR'S 5.'ECIFICATION5. a J (2 LE55 THAN 1 2" a - ELV d-0" Z map to Q' EACH SIDE I 12 TO 24 i --- Z =QX Z Wa PER SIDE 2 -- a• W Cl)W O rL W 257036' 3 e o a s Z L n W O PER 51DE - N 14 SCREW W/GA5KETED WASHER: Q J J Cl) GREATER THAN 36' DESIGNED PLAN PERTAU LOCATION 1NUMBER z rnLL=�W PER TABIE'A'THIS SHEE(. PER SIDE OR MORE BY ENG. W K M Z THAN 5-TONS 0 W Q LL N Y Z= <2 Z A/C PLAN DETAILS I m a °cr OUTLINE OF COND.UNIT #14 SCREW W/GA//RATED WASHER: FINISH FLOOR LOCATION N NUMBER PER TABLE'A' TYll5 SHEET. FINSH GRADE I U FINISH GRADE N I II I I- II I c-_ 1 a , III iii ill__Ili__ iil I Ilia m 3 1/2"THICK FR? �{ ELEVATION CONCRETE HICA IONS a A/C PAD DETAIL M o SCALE:24x26: 1 =1-0" 1 1 x 17: 1/2' =I LC', Z w 0 o- ca 5 W Z a 2 0 w 12 � TOP OF MASONRY TOP OF MASONRY Z 0 I'-'DP PLANT J 2'-4"DP PLANT SHELF @ 0-0 ED? SHELF,8-0"AFF Co BEDROOM 4 co cNo Lo 2 a FAMILY/DINING 3 / i / PANTRY MASTER BATH i / / ISSUE HISTORY ! Z 0 C. DATE vER ogwN oescRlP 1oN APPVD KITCHEN i i z w z 08115/05 ID - ISSUED TO TRU55 ENGINEER to - — \ / / d > OQ a 08/36/05 .0 - ISSUED TO ENGINEER FIN.FLR(REF.) — / / FIN.FLR.(REF.) 09/26/05 !.0 tw/mv 15SUED FOK CONSTKUCTION me FINISH GRADE - - IV III --. - - --- -.. e_ a a nIII III III III I I III e FIN5H GRADE I III— II 10/0/0540 2004 FBC uTDATE mo II I I 1 —III 1 I11 GE/COOS c6 a. m ADDITION of ELEVATION D II VIII III III III< III III III III_ III L III III III III HI—Ill [H—HI--HI--HI--HI--HIII SH NO. 06/28/06 4.1 REVIEW ENGINEERING olc (DBUILDING SECTION E D2 SCALE:24x36:3/8"=I 0 I l x l 7:3/16"=1'-O" o7-o6-oe U T ? Cl) ti� z OFF RIDGE VENT OFF RIDGE VENT z O Z H a Z J w _ i i ---------------------- --------j i W N LL O LL d i j i W (n uj rn m a Z ' w Qlnnww0 Z i z 0 LL W W 0 O O w Q I 1 o a O o O _ I ^f- I I I I I 1------------------------------1--1-------------- U PARTIAL ROOF PLAN 'D' I I O N M O 1 � a ' W OFF RIDGE VENT OFF RIDGE VENT ! OFF RIDGE VENT fCfIPIDGIVIIT i uJ________________ IIEEII ______ I I o I I I I ^ j i i I L.L z I I I I I I 1 I I � 1 i � I 1 1 Q J � I d I I I I I I O O 1 , I I I I ' GD r CO O I � I_ I i O ISSUE HISTORY DRWN Z P'7. DATE VER DESCRIPTION' APPVD z O w ~ jj 08,15,05 D e- ISSUED TO TRUSS ENGINEER PARTIAL ROOF PLAN 'B' & 'C' ROOF PLAN A a > o a 08/30/05 1.0 - 155UED TO ENGINEER - C9/26105 I.0 tW/mv 155UED FOR CONSTRUCTION me 0/03105 4.0 - 2004 EGG UPDATE me 06/02/06 4.1 rxv ADDITION Of ELEVATION D SHEET NO. 06/28/06 4 REVIEW ENGINEERING olc ROOF PLAN AD3 SCALE: 24x36: i/4" 10" I I x 1 7: 1/0=1-0" ELECTRICAL LEGEND DOE $ SINGLE POLE SWITCH SMOKE DETECTOR O DISPOSAL $ DOUBLE POLE SWITCH $ © PRE WIRE SPEAKER e THREE-WAY SWITCH FLOOD LIGHT FOUR-WAY SWITCH THERM OSTAT U ON 80% OT THERMOSTAT (_) DIMMER SWITCH CEILING FAN Z_ a, PREIMRE ELECTRICAL PANEL i r CEILING FIXTURE FAN ELECTRICAL Y PANE z SCONCE ID15C. O O v r m DOUBLE 24"FLUOR.FIXTURE W/DIFFUSER 220 W �lYI ID VOLT DUPLEX OUTLET , IC INTERCOM SYSTEM U vi r DOUBLE 48"FLUOR FIXTURE W!DIFFUSER _ o m I I0 VOLT SWITCHED OUTLET _. U a r O �—_ GARAGE DOOR PUSH BUTTON - to DOUBLE 24"FLUOR.FIXTURE O Z O Z �a=I I0 ARC FAULT OUTLET 000 3-BULB THEATRICAL LIGHT AF AT Z ,,yy,, DOUBLE 48"FLUOR,FIXTURE 7 m (j W II,II, GROUND FAULT OUTLET 0000 4-BULB THEATRICAL LIGHT ' __. t�lwr WEATHER PROOF GFI OUTLET SINGLE 48"FLUOR.FIXTURE 00000 5-BULB THEATRICAL LIGHT - f BEDROOM 2 BEDROOM 3 o J M W LANAI ACCESSABLE ,,I1N1L, BATH FAN 0000005 6-BULB THEA?RICAL LIGHT `\1 ?00 ATM CENTERED CENTERED (� F m LL (b 220 VOLT OUTLET }O I ® SPECIAL SERVICES OUTLET ;} BATH FAN WITH LIGHT \ FAN PP,EWIRE qF AF F�P �AF Lu (n uj TV.OUTLET W >n W Q J W .M ELECTRIC METER i I // - TELEPHONE OUTLET 5L f ��\�) \` O RECESSED LIGHT A / W O L11 Z HIMES DOOR BELL CHIMES GA O Q OMOISTURE RESISTANT RECESSED LIGHT C i WT r ! AF tl U Y -o DOOR BELL i \ Z= g Z 3 � Q OEYEBALL TYPE RECESSED LIGHT - --- " ' Y'G---- 'TV- -- o O O QO MINIATURE RECESSED LIGHT i F> _____ ________ _____ �'OPT.FAN m PRDMRE f f ry _ -i _ ___ \' 1\ ll fi ELECTRICAL PUW FOR 7'-8' i i "S-- ELEVATION d. pNT �U CHECK IF THIS LAUNDRY ❑ELEVATON FAMILY/ a APPLIES. DINING ROOM ELECTRICAL NOTES 0 PARTIAL ELECTRICAL 'D' -� CENTERED a UNLESS OTHERWISE NOTED: — OUTLET UNDER I. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR CO0UUNNTTEERR ` STER qF FAN PREWIRE AF m TO CENTERED LINE OF THE BOX TO BE:12'A.F.F (GENERAL O�'(IONAL KNCHEN ISLAND i o -- a TH REFRIG. f _ ' •O m KITCHEN 44'A F F. BATHROOM 39,A F F. ECK IF TNI5 r LAUNDRYROOM 36'AF.F. PLAPPUEs. ___ � BEDROOM4 EXTERIOR WATERPROOF 12 A F.F. j - 1 OISLAND + 0 LLC GARAGE GENERAL PURPOSE 42'ATE. - L-----.4J AT RANGE 2'A.F.F. RANGE KITCHEN �r-11 W O 2. ALL TRIM PLATES AND DEVICES TO BE GANGED,WHERE POSSIBLE. _ /��j \/�' ` F K M O w HOOD/OPT. i 3. ELECTRICAL SWITCHES TO BE AT 42"CENTERLINE ABOVE FINISHED FLOOR. MICRO 3'-1 5'-2' 4'-6'` 1 6' I AT 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL I I i \ '+ - CT BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE,LATEST -- L-- ------ a -' 9 Q EDITION BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE i / CENTERED FOR THE INSTALLATION AND SIZING OF ALL ELECTRICAL,WIRING AND ACCE550RIE5. \ _ �\ ' W.I.C. f ..I FAN PREWIRE Z ___ __ 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE NFPA NATIONAL 5L FIRE ALARM CODE. CHAPTER 2 1993 EDITION. GA UNDER - i v,` MASTER SUITE ` $.� a SMOKE DETECTORS SHALL BE INTERCONNECTED AND CAPABLE OF OPERATING ON r^ EITHER AC OR DC(BATTERIES). COUNTE�. vJ 6. ARC FAULT RECEPTACLES IN ALL BEDROOMS FUR 1 999 NEC. i --- / CC C J � �g ' LIVING ROOM/ � nF AF Al ; f ------------------------------- -------------- AN 'MET , // 1\ ❑ I _ T, RJA AH VJFi JJ — a ELECTRKAL PLAN FOR OPi. / ELEVATIO 'C. V / ECK IF T"15 EVATLON ATTIC ELECTRIC OPTIONAL LAUNDRY TUB — APPLIES. ' �, __ ____, ❑OPTCAPP IE55 -- J PARTIAL ELECTRICAL 'C' - 5ERVICE DO R GE PK J SERVICE DOOR PKG.SEE A/051 FOR DETNL5. \ FOYER --�- IRwGATION ❑CHECK IF THIS OPT. _ TIMER APPLIES. \, RECEPTICAL— \ \ ELECTRICAL PANEL � ENTRY sLc.RECEPr.FOR \ 3� � 5L WP i \ GA BUILDING H b 0 N Z ISSUE HISTORY L1rJ. DATE VER DBWN DESCRIPTION' APPVD \ 1 r \ z 08/15/OS 1.0 - ISSUED TO TRUSS ENGINEER LA dad€� �{ = LLl tA'T�*e �i°._ D1 08/30/05 1.O - ISSUED TO ENGINEER - OPT d d OPT. 09/26/05 I.O tve(mv ISSUED FOR CONSTRUCTION me ELECTRICAL PLAN FOR -"-_ ,,_' 1 0/03/05 4.0 - 2004 EEC UPDATE me ELEVATION'B'. OPT �----- CHECK IF THIS SHEET NO. 06/02/06 4.I AS' ADDITION OF ELEVATION D - ❑f LEV T,N 02/28/02 4.1 REVIEW ENGINEERING ELECTRICAL 'A' PARTIAL ELECTRICAL 'B' ELECTRICAL PLAN E 1 SCALE 24x36:1/4"= 1'-O" IIx17: I/8"=I'-0" SVRF LOT 15 BLOC 3 CU U) z o rn 1 m o d J F� Z HciiIT O J m W K LANAI ACCESSIBLE Z m m (44) POOL BATH BEDROOM 2 BEDROOM 3 _r g g (05) CARPETED CARPETED ui (1 I) (12) w W mLLzwa a LJ C7 ¢ LL J K �I L1J 0� wa z= �z CARPETED III FAMILY/ (17) DINING ROOM CARPETED LA ND Y - (26) 0� U °p BEDROOM 4 OPTIONAL OTC/I N ISLAND ; I CARPETED a neCKiFrnls MASTER (14) _ [� Li KITCHEN ¢ O w (30) M a W.I.C. L i CARPETED L----T 'r---'-- I C 1T MASTER SUITE Z w CARPETED t i i (10) tl 3 ✓ z ',25) I WH a • 3 a•_. _ I I _--� OPT.ONLY O, �� -1 4'-O = Q O OPTIONAL LAUNDRY TUB LIVING ROOM CNECKIFTHIS j _- d OPT.APPLIES. CARPETED o ` _GARAGE (20) SERVICE DOOR PKG.SEE z $ N05 NOS I F FOR 7ETA'.L5. - FOYER (p � I CHECK IP THIS OPi. � (24) ❑APPLIES. 0 / � I 0 J CONC.FLOOR LL (41) o m co OO O COVERED 8 0 ENTRY BROOM FINISHED CONC.FLOOR Z ISSUE HISTORY (23) o W 055 DATE VER DBWN DESCRIPTION' APPVD z F5 Lli Z 05/15/05 IC ISSUED TO TRU55 ENGINEER to J W Q Ix 05/30/05 IC 155UED TO ENGINEER 0. > 0 a 03126/05 I.0 t,/— 155555 FOR CONSTRUCTION me 10/03/05 40 - 2004 FBC UPDATE me 06/021OG 4.1 ADDITION OF ELEVATION 0 - SHEET NO. 05/28/06 4.1 REVIEW ENGINEERING olc NOTE: FLOORING P LAN FLOORING PLAN TYPICAL FOR ALL ELEVATIONS SCALE:24x36:114"= 1'-0" 1 I p17: /&'=I'-O' Fl Z z I ___ a Z O rn H U �o - ULu J O O LL 0 Q Z F a Z Z LANAI CD ACCESSABLE Q a, POOL BATH BEDROOM 2 BEDROOM 3 Z In J z w omaz Z Q w W 0 O ® ® w WQ ® a LL m <Y Z S Z n a p z o = FAMILY/ ; DINING ROOM T rA LAUNDRY V J 0 MASTER U BATH or louuuncnEN IsuNoLOKITCHEN BEDROOM 4 N ECK IF TI115m OPF. < ] Jç OMLEGEND W.LC. MASTER SUITE z AH 0 AIR HANDLER 0 a R o A RETURN AIR LIVING ROOM SUPPLY VENT Os A" L J Z W z OPnONAL IA/INTRO TUB = O THERMOSTAT FOYE P---------1 1 OPT A IFTrns -- _ OPF.APPLIES. " - O0T ONAL GAKAGE - Q Lr-___-___-J I SERVICE DOOR PKG.SEE FRESH AIR VENT Nos CnECDNTA If THE OF(. Z ❑AFFus. U BATH FAN ® W 03 O O 8u O C, � Z ISSUE HISTORY z o G, SHALE.CO PL.' WI'a' ' o p z w NO. DATE VER 6Y DESCRIPTION' APPVD BUILDIN ALL APPT It�Ai3 E B Ugei`d£ 08/1 5/05 10 - 155UED TO TRU55 ENGINEER to J W Q of 08/30105 JO ISSUED TO ENGINEER 0- > o °- 09/25/05 1-0 tw/mv 1552ND NOR CONSTRUCTION me MECHA NE`,...A ;"'. 5-F aJ S 10/03/05 4.0 - 2004 FBC UPDATE me �, 1! 06/02/06 4.1 my ADDITION OF ELEVATION D SHEET NO. 06/28/06 4. REVIEW ENGINEERING cic NOTE: M 1 MECHANICAL LAYOUT TYPICAL MECHANICAL PLAN FOR ALL ELEVATIONS SCALE:24x36:1/4"= 1'-0" 1 I x 17: 1/6=1-0' I.GENERAL DE516N REQUIREMENTS 2004 FiOA Lr1iio v NrfTLOL imeim eroufesesfrs I.I.Codes: F5O05.10 Certificate of protective treatment for prevention of termites.A weafher-re5Ktant Job-site posting y0y 1 p� & Supplements)or°P GENERAL CONSTRUCTION AND STRUCTURAL NOTES board shall provided to receive dplicote treatment certificates as each required p otectfoe treatments di I.I.I.Florida abiding Code(2OO4 VU 2OO6 laments) ter lb IC completed,provkllInnqq a copy for the person the permit in Issued to ad another copy for the buildsf permit files. 1.1.2.AGI 318-02,"Building Code Requirements for Reinforced Concrete." The treatment centl2icate shall provide the proact used,identity of the appliwter,Eyre and date of the treatment, � g' 1.133.AGI 530-02/ASGE 5-O2,"Building Code Requirements for Masonry Structures." site location,area treated,chemical used,percent concentration and rurber of gallons used,to establish a 1.1.4.AFtPA 2001,"National Design 5peclflcatlon for Wood Construction." 5.Masonry 10.(NOT USED) verfkbb record of protective treatment.3 the soil chemical barier method for termite prevention Is used,final 1.1.5.TPI 1-2OO2,"National Design Standard for Metal-plate-Connected Wood truss 5.1. Masony units shall be 15/5 x 15 5/5 size modular units unless noted. exterior treot nont shall be completed prior to final building approval. Gonstnlction." 52. Units shall be one and two cell blocks,standard weight made type I Portland Cement, 11.Doors and Windows(General) FBGiO5.11 Notice of termite protection.A permanent s19i which identifies the termite treatment provider and need 1.1.6.A15G-LRFD 3rd edition"Manual of Steel Construction." water and approved aggregates,shall conform to the standard specification for hollow load 11.1.All exterior windows and glass doors ore required to be tested in accordance with for reonspection and treatment contract renewal shall 6a provided.The sign shall be posted near the water heater E bearIng masonry units A5TM designation 090 with a minimum compressive strength of 1900 psi. ANSI/AMMA/NWWDA 101/152 standard and bear an AMMA or WDMA label Identifying the or electric panel. 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 entit. (PBG 1114.52.1) 12.1.Roof:20 psf Live Load a 125 duration Arty exposed block shall be laid in resting bond pattern,mechanically bonded by overlapping 11.2.All exterior windows and doors,shall be anchored per published manufacture's FBC1403.8A104 Inspection for termites.In order to provide for inspection for termite Infestation,cieonnce 1 psf Top Chord Dead Load,shingle roof alternate courses. between exterior wall cover) and final north grade on the exterior of a bull shall not be less than 6 aches IS psf Top Chord Dead Load,tile roof recommendations to achieve the design pressures specified. (FBG 17145.4) cove-imp9r' dn9 ₹ 6. P5.4. At top of load bearing masonry walls,provide knockout block bond beams with 11.3.See attached details for all exterior windows and doors where buck thickness is I 1/2"or (152 mm).Exceptions:I.Paint or decorative cementltbus finish less than 5/B inch(11.1 mm)thick ordered directly to _o y 10 psf Bottom Chord Dead Load,gypsum ceiling, reinforcement a5 noted on plans, the mosoxy foudatbn sdewall.2.Access or vehicle romps whldn rise to the interior fnsr,floor elevation for the �t H oar 122.Floor:40 psf Live Load a 1.00 durationp greater,the buck is attached in a manner that transfers the load directly to the structure. with of such r only.3.A 4-Inoh(102 sirs)ins lion above patio al slats ad en 4. 1 p 55. Masonry mortar shall conform to ASTM 6270 and shall be type 5 where not in contact with Windows and doors shall be anchored throw the Into the wood buck. amps y pea seimage t J area, 15 psf Dead load the earth or M where In contact with the earth.Compression strength of mortar 1500psi. 9h J If the patio has been soli treated for termites,the fnish elevation may match the Wilding Interior finish floor s - 123.Bolt 60 f Live Load 0 1.00 duration for a uai or less than 100 sf. Gortpr 11.4.Plan details illustrate that the window buck shall extend beyond the interior lip of the elevations on masonry construction only.5.Masonry veneers. Balcony: psf q 5.6.All mortar Joints for hollow unit masonry shall extend the full width of face shells. Marta window 100 psf Live Load o 1.00 Firatkm fpr greater than 100 of. Joints for solid masonry units shall be full head and bead Joints. Morton head and bed Joints 11.5.Mullions and adjacent door assembles are tested or engineered to transfer IS[Ones the F50516.1/R320J Treatment protection shall be provided by registered termitkdes,nciuding soil applied 12.4.Combined Roof and Floor Loading a 1.00 duration, to be 3/8"+/-I/B"thick unless notes otherwise. Exceptions:The bed oint of the starting pesticides,bald tens,adpesticidesapplied to wood,or otherapproved methods of termiteprotection 125.Wind: See Individual Signed and Sealed Drawl Structural Engineering and "t j design load to the rough opening substrate. baiting sys CAD FILE NAno ge by 9 ragcease over a foots.may vary between I/4"to 3/4"thick, labeled for use as a preventative treatment to now construction(see Section 202,Registered Termltklde).upon nyiEp 10/03/05 Inspections,Inc. Maximum dead load:6 psf for shingle,12 psf for the o 133 duration. 5.1. All reinforcin steel shall be new deformed ba-s that are free of scale,ad oil andcompletion of the application of the termite protective treatment,a certificate of compliance shall be issued to 13.Lfiless ecificail noted otherwise an these drawl s,nor ovislon has been made In the g12.Doors and Windows(Safety ndfixe Locations) RENSED 06/28/06 sP y n9 Pr conform to ar r Grade 40,with a minimum yield of 4OOOO psi finless noted otherwise. 12.1.Glazl in sw I doors ad fixed ad std anels of slidin (atlo)door assemblies. the buildsg department by the non[licensed p pest control company that contains the follow t statement:"the buidkg design for cautions occurring during construction.andinstability The contractor shall provide all necessary 2"minlmrxn cover for reinforcementplaced n walls exposed to weather,I I/2'minimum s P 9 p rue received a stmplete treatment For thD Deportment of subterranean termites.Treatment-n accordance wnh bract and shoring required for all loads instabill occur) drl construction. The bathtubs,12 blazingsh in doors other calls of enclosures re hot tubs,whirlpl ola edU36 inches rooms, rules and tars established the Florida aGrent of kultu'e and Cor-user Services' n99 q . n9 shall for to a c ornmo placed In masonry calls ch rsposed to or other. No reinforcement showers and such facilities where such glazing K located 36 Inches or less, contractor shall accept full responthellC for all such measurersl shall be cut to accommodate the installation of anchors,embeds other Items. 1.4.It shall be the responsibility of the Contractor to provide all necessary bracing,shoring or 5.8.Masonry shall with the fine requirements of A5TM 6416. The sl shall b d horizontally,eofthe from d standing l n-tass than g surface within the enclosure rtic and inhere the insId.the foundation l n soil treatment used for after all em termite o prevention,the onion chemical is soil treatment other temporary supports to safeguard all existing or adjacent structures affected thisgrout comply grout q bottom edge of exposed glazing is less than 60 Inches,measured vertically,above such inside the 5320.ian perimeter shall be dare after all excavation,bacdillkg and llorescompaction is complete. mP orU uPP 9uo by be 8"-10"and the minimum compressive strength sha11 i be 3000 psi at 20 days. standing or walks surfaces. work. 5.4. Grouted cells shall have vertical alignment sufficient to maintain an unobstructed continuous 123.61z in Ian Individual fixed or operable panel adjacent to a door where the nearest chemical soil treatment 20.12 If soil treatment is used for chemical subterranean termite prevention,soil area disturbed after initial I5.No structural member shall be cut,notched or otherwise reduced In size or strength without vertical cell free of mortar 6' In and he consolidated II or vibration.Glean P j chemical soli shall be retreated wIN a chemical son treatment,including spaces boxed or famed. priorapproval in waits from theEngineer of Record. o i gr' by vertical edge is within a 24-Inch radius of the door In the closed position and whose bottom n9 Inspection openings shall be provided at the bottom of each grout lift for every grouted cell. edge is less than bO Inches above the floors-talking surface. 1.6.Contracts shall coordinate structural and other drawings that are pat of the contract 5.10.Pre cost concrete lintels shall be manufactured "Cast Crete","Quality Precast"or FBGI81R320.13 If 5011 treatment is used fa'suMerronean termite prevention.Space in concrete flocs boxed documents for anchored,embedded or others anted items whichaffect the structure. In 12.4.Glazing in an Individual fixed or operable panel,other than those locations described n out or formed for the subsequent I stallation of ill sufficient trope,d-aks,or erg other purpose shall be created by supported may t approved equivalent. See plan for beam schedule and locator. Items 2 o 3 above,that meets all of the follows conditions: us lastic or metal ermaentlplaced Forms of depth to eliminate planned son distrbance after confli is the contractor shall review the structural id-comings with all other trades and born. 5.11.Reinforcement steel shall conform to ASTM A615,Grade 40 ad shall be detailed in PP y a� conflicts to the attention of the engheer of record for resolution prix to continuing work. accordance with the latest AGI 315,Manual of Standard Practice for detallin reinforcing 12.4.2 Exposed area of an Individual pane greater than 9 sq ft. initial chemical son treatment. 9 2.4.2.Bohan edge less than 18 inches above the floor. 1.7.The t stru of the plans a fic information is to provide all nec c details shall construct concrete structures. FBGIBI6.1.4A2320.1.4 If Boll treatment s used for subterranean termite prevention,chemically treated son shall be a complete structure. khan eQfic information Is missing or n conflict,contracts 12.4.3.Top edge greater than 36 inches above the floor. al or5.12.See attached details and specifications for minimum lap splice lengths for steel 12.4.4.One or more walkin surfaces within 36 Inches horizontally of theplane of the glazing protected with a minimum 6 mil vapor retarder to protect against rainfall dilution.If rainfall occurs before vapor contact the Engineer of Record for elements icatin or resolution. Contracts shall not proceed reinforcement. g 9 n9' retarder placement,treatment-required.Mn ore,ncludng placement of to avoid steel,done after chemical with the construction of structural or details that are not clear. 125.All glazing in railings regardless nonstructural ss of the sea or height above a walking surface including treatment until the concrete floor is poured,-Fall be done in such manner as to avokf penetrating dstut ti 5.13 Vertical filled cell reinforcement should be Installed In the center of the masonry cell. strucWral baluster annals and in-fill nets. P°rr or k5 a 1.8.The Engineer of Record shall not be responsible for layout,dimensional errors or panels pa treated son. discrepancies resulting from the reproduction and use of contract drawings for erection and 6.Mood 12.6.Glazing in walls and fences enclosing indoor and outdoor swimming pools and spas where Z drawis Use of contract drawl reproduced In whole or any part in drawlthe bottom exposed edge of the glazing is less than 60 inches above the walking surface of FBGIBI6.15/R320.15 If soil treatment is used for subterranean termite prevention,concrete verpo i or mortar O shop gar. ubc pr shop rags 6.1.All Plumbing,Electrical,and Mechanical rough-Ins must be complete,inspected,and approved the pool an the pool side of the glazing and the glazing 15 within 60 inches horizontally of the acrance ad along the exterior famdatlmi perimeter shall be removed prior to externs chemical soil treatment,to shall not relieve the contractor nor subcontractors from their responsibility to accurately before requesting the framing inspection. waters edge entrance vertical penetration of the chemicals. m z Z layout,coordinate,detail,fabricate and install a complete structure. 62. Wood structural framing members including but not limited to top plates,Wilt up columns, headers,beans,and bottom plates to be e2 southern Yellow Pine(unless noted otherwise)with 13. (NOT USED) FBG1816.16/R320.Ib If soil treatment is used fur subterranean termite prevention,chemical soil treatments shall < 2?2 2.Backfllling and Compacting: o modulus of elasticity of 51per NDS-2001 and a moisture content not to exceed 19 also be applied under all exterior concrete or grade withn I foot(305 mm)of the prtnary structure sidewalls' a j 600,000 p 2.. Under slab an grade ad footings,remove soft spots and foreign matter and organic percent at[Ole time of OIG anatlan into the building. Also,a vertical chemical barrier shall be applied promptly after after the -ical voted,including initial $' o P 14. Halls/Stairs t k at s skier k-tal atbn. dstu xd otter the chemlwl vie icon bare s lied material in the sub-grade. 6.3.All wood Irclvdl I pod and 055 in contact with earth, concrete or in direct °rdua'rg an Ig°t pr ivy soil app V n.•t ^O c0.f 22. Fill material for sub-base of slabs Ingrade shall be clean sad to sli tl silty fine sand, Pmissorry' 14.1 Handrails of circular cross-section shall have a diameter of no less than I/4"(32 rem)and shall be pranrpty retreated. W to y exposure to weather shall be preservative treated. Specific use of the presevatNe no eater than 2"(51 mm). GO Z Z o free of organic matter,clay,cobbles,trash,debris ad other unsuitable materials, treatment shall be approved the manufacturer and submitted to S.E.I.for review ior to gr m t� PPr 142 Halrail5 of non-crwlan cross-section shall have a perimeter of no less that 4'(102 mrm) FBGIBI6.I.LR320.I.T If q registered termltkkte formulated and rag-tared as strait system is used for 23. Unless specifically noted otherrvlse,fill material shall be placed in maximum 0"high Ilfts of construction. subterranean termite prevention,Section 8320.1.1 through R320.Ib do rot appy;however,a signed contract - loose fill and compacted to a minimum of 95%modifiedproctor density per A5TM D 1551. and no greater than 6 1/4"(159 ram)and the largest cross-sectional dimension shall not exceed [he ..p dry 6.4. Roof sheathing must be installed with long dimension across the supports w/clips at allassuring the o-tallation,maintenance and monit�rnq of belting system far a mnium of five yeas from the Issue Z 2.4.Unless notes otherwise,provide under slab on grade:A 6 MIL polyethylene vapor barrier son-supported s ad shall be 1/2" I wood or 7/16"058,APA an rating 24/16 and 2 1/4"(51 ran5)' of the certnicate ofshall be Ided to the bulldog of offkblprior to the of the slap,and the W $ d on compacted granular material or compacted native sub-base. Vapor barriers shall be edges P y142.1 A minimum radius of 1/8"shall be re ulred on all edges. led occupancy prov alb paring mP gr ampac ail exposure rating unless noted otherwise. Exception: Use APA span rating 32/16 plywood at 9 twin rust to installed prior he final building approval.If the abelting system fdOectionnmoo for use requine a ore n 5 '0 mZ urpunotured with b"minlnum tapped laps.Vapor barrier must rot create air pockets. standard hipped roof sections. Note: Do not overdrWe fasteners Into plyrvood/OSB- 143 Exceptqui l Ut g across-section nor no of than 11/4"(32 mrn)ad no greater than 2" pFr,-n prior to n to otbn of the oli t ion active t,the nstallatbn of the monitarlrg phone components $ a p Compacting of fill or existing material shall achieve a minimum 95%modlfled proctor deny density Anti-penetration devices must be used.Provide 1/8"butt gap per mdnafacturer's (Si mm),or equivalent graspabillty performance of a non-crculan cross-section is required for shall be deemed to casttute installation of the system. m Pm.a per A5TM D 1557, recomendations handrails of dwelling units or within dwelling units. 0 •- w 14.4 A continuous surface for griping shall beprovided without interruption. FBCIBI6.I.BFR320.1.8 if o registered termlticide formulated and registered a-a woad treatment is used for a 65. Pre-engineered beans shall be TrusJoiet,Georgia Pacific or equal with a minimum 9 P 9 subterranean termite prevention,5ectla-8320.1.1 through 8320.16 do not apply.Application of the wood 3.Shallow Foundations: allocable bending stress ofF 2150 psi and modulus of elasticIty of 2OOOOOO psi. 51gn and 14.4.1 Exception:A newel post is permitted to interrupt hhandrails at turns with in drveling units, nt termltickb shall be an required by Icbel directions for use,and must be completed prior to final Wilding 3.1. A foundation survey shall be performed and copy of the survey shall be an site for the sealed engineering most be farina-bed to the Engineer of Record for review prior to 14.4.2 Exception:Over the lowest tread a volute,turnout,or stating easing shall be permitted approval. Wilding Inspector's use,or all property markers shall be exposed and a string stretched from construction, in dwelling units. marker to maker to verify required setbacks. 6.6. All pre-engneered beans supporting brick veneers shall be designed with an additional 14.4.3 Exception:To be considered as objects not infringing the graspability of the handrail, FBC18162/R3202 Penetration.Protective sleeves orord metallic piping penetrating concrete slab-on-grade 32. Foundations have been designed for an assumed bearing capacity of 2000 pounds per #/ft.load using 40 psf surface area of brick. Deflection shall not exceed 1/600. the had-all brackets and balusters must comply with the following conditions, floss shall not be of cellulose-contantg materials and.If soil treatment is used for subterranean termite square foot(psf). Soil of this capacity has been assumed theEngineer of Record to be 14.4.3.1 They do not project horizontally beyond the sides of the hand-all within 1 1/2'(3.15 cry) protection•shall receive application of a termiticde n anula space between sleeve and pipe. dl par P tJ by Pr'J y found at the elevations indicated an the plan. The contractor shall retain a Florida of the bottom of the handrail and provided that,for each 12"(13 cm)of additional handrail FBG2304.13.1 All building sites shall be graded to provide datmage under all portions of the building not occupied Registered Sails Engineer to provide testing and verify that soil of this capacity is available. 7.Pre-Engineered,Pre-Fabricated Wood trusses, perimeter dimension above 4"(10 cm),the vertical clearance dnnenslon of 11/2"(3.15 cm)can by basements. 33. All footings,and slob on grade concrete shall have a minimum 28 days conpressve 7.1. Signed and sealed engineering truss shop drawings shall be provided on the job site for be reduced by I/8"(0.3 cm). strength of 2500 pounds per square Inch(psi). the inspectors. 14.4.32 Edges of the handrail brackets and balusters shall not have a radius of less than 1/8". P002304.132 The foundation and the area:encompassed within I foot(305 mm)therein shall have all vegetation, 3.4.ThIckened slab and footing elevations shown on these drawings are based on the 12.Individual trusses are to be designed het the truss manufacture per AN51/TPI-2002 to 14.433 Handrail brackets and balusters shall not obstruct more than 20 percent of the length stumps dead roots,cardboard,trash,and foreign material removed and the fill material shall be free of information available at the time of preparation of the design. IF actual job site or soil safely carrythe design loads Indicated on lime structural plans. of the handrail, vegetation and foreign material.The fill sholl be compacted to assure adequate support of the foudation. conditions vary from the assumed,then written directions must be obtained from the Engineer of 13.Shop d awlsgs shall be submitted for review and approval by the Engineer of Record prior 145 Handralls,and guardrails,for this project are a pre-manufactured system. It is the PgG23O4.133 After all work is completed,loose wood and debris shall be completely removed from odor the Record before proceeding with the mark, to fabrication, Shop drawings shall Indicate:span,pitch,bearing size and location,individual responsibility of the specialty engineer for the manufacturer to designate the system, bulldog and within I foot(305 rmr)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 ad locations,size/species/grade of lumber ad locatlore,o.c.spacing,maximum components,connections,ad attachments. The specialty engineer shall forward Sgned ad but Is not lmited to:wooden grade stokes,faros,contraction spacers,tub trap boxes,pkmbirg supports,braog, material and the bottom of the slab edge/footings lowered to suit. deflection and location,truss top chord,bottom chord and web bracing. Gravity load case Sealed Documents to the Engineer of Record prior to construction, shoring,Forms,or other cellulose-contonkg material placed in any location where such materials are not cleay 3.6.Center all footings under their respective columns or walls unless otherwise noted shown design assumptions and information including;top chord live load,top chord dead load,bottom 146 Openings in guardrails shall be such that a 4"die.sphere cannot pass through, In addition, vK7le and readily removable prior to completion of the work.Wood shall rot be stored in contact with the ground `i ■ on the plans. Maximum misplacement or eccentricity-2". Toleration for mislocatlon of column 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"die,sphere cannot pass under the rail, under my bulldog. I dowels or anchor bolts to be per AGI or AISG standards, reactions at beang locations,Uplift loads case design assumptions and Information ncluding; 3.1.More vertical construction joints occur in continuous footings,provide a minlnurn continuous A5GE1-9B designation,wind speed,exposure,mean roof height,end zone,enclosure,importance 2"x4"keyway across joint for 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 3.5.Coordinate plumbing lines with footing locations for 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 for seeing that the Hark Is pipes in concrete shall conform to ACI 318 section 6.3. completed,accurate and in compliance with the drawings. The Engineer of Record reserves 3.9.Excavating under or near in-place footings/foundations 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 K not permitted. 7.4.The deflection under live load shall not exceed 1/360th of the span unless otherwise noted. 75,All lumber must be Identified moth an official grade stamp. 4.Concrete 1,6.Truss heel to be protected with metal shield when In contact with masonry or concrete. 4.1. Concrete mix a d placement shall be in accordance with the latest editions of AGI 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(SSGI-03)from the Truss Plate Institute and shall remain as pat of the permanent O 42. Concrete for slobs shall be placed at a slump within the range of 3'to 5". bracing.Top chord(HID)bracing may be removed after wood/OSB roof sheathing has been 4.3. All reinforcing steel shall be new deformed bas that are free of scale,and oil and installed, conform to A5TM A615 Grade 40,with a minimum yield of 4OOOO psi unless noted otherwise. 1,5 Do not notch,cut,remove chords or drill truss members without 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 for reinforcement in concrete exposed to weather. 1.4.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 4.5. Earth supported slobs Including exterior walk and driveways shall be 3 1/2"thick mWmm alternate anchors to the Engineer of Record for approval prior to use n this project. (PARTIALLY ENCLOSED,130 MPH,3 SEC GUST,25/12 TO 6.9/12 PITCH,EXPOSURE B) i it i and reinforced with A5TM AIB5,6x6-W1.4xW1.4 welded wire fabric(WWF)at mid slab. Fibermesh 1.11 Truss to truss connection by truss manufacturer W/specification and location bearing the IMPORTANCE FACTOR=1.0,BUILDING CATEGORY II) 25" w may be used In Ileu of WWF. Impression seal of a Florida Professional Engineer. All connections shall be submitted for 4.6. 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 GOVERIN65 END ZONE INTERIOR ZONE practice shall be deemed just cause to reject that particular batch of concrete. 1.12. All trusses supporting brick veneers shall be designed with an additional 0/ft.load using AREA(FT2) WALLI OVERHANG WALL I OVERHANG 4.1. Provide approved water-reducing admixture In all concrete conforming to A5TM 0260. 40 psf surface area of brick. Deflection shall not exceed I/600. All other admixtures shall conform to ASTM 0494 and shall be used in strict conformance with 1.13 Truss manufacturer should Include all aditlonal deadiovds that affect the lid vidual 1O 21.0 -81.1 39.9 -50.2 -109.4 39.9 -42.5 -10.5 the manufactures recommendations. component design. [ ou'-''"'-'"'" "•""'"" '••''+ 4.8. The use of fly ash within the mix design is permitted such that the weight of fly ash does 30 24.6 -13.7 31.6 -45.9 -94.3 31.6 -403 -10.8 LAP SPLICE DETAIL not exceed 25%of the total cementatious weight of the concrete. 4.9. For ready mix concrete the maximum time permitted for complete placement is 90 minutes. B.Anchorage Notes. 100 21.9 -65.6 35.4 -41.2 -185 35.4 -36.0 -10.6 Greater times are not acceptable. B.I.It shall be the contractors responsibility to coordinate hlsher schedule with the roof truss submittal and properly install the specified anchorage to comply with these drawings. 52.All anchorage shall be used in strict conformance with the most current manufacture's wia . I specifications.Simpson Catalog G-and T-Achorspec unless noted otherwise. Yj A F� 63.Alternate au manufacture substitutlons will be considered with receipt of written proposal, NOTES: 5 H O TD.90 DEC,DEG HOOK 4 including such technical documentation deemed appropriate by the Engineer of Record. 1.FOR EFFECTIVE AREA OR KIND SPEEDS BETYEEN 111950 SEEN FIE LOAD MAY BE INTERPIXATED,OTWRHISE 0.4. All truss to truss connections are considered part of the per-engineered truss system USE THE LOAD ASSOCIATED WITH THE LORI R EFFEGTNE AREA and shall be detailed as part of the truss shop drawings. 2.PLUS AND MINIS 51615 516NIFY PRESSLRE5 PCTING TOMARD Ah0 AMY FROM TIE BiILDIN6 SI.REACE5, •85.Continuous anchorage from framng/becring must be prodded to the foundations to resist nit uplift. 3.ALL COFPOtfttT5 P05161ED TO MEET OR EXCEED PRESSURE ABOvE BY DELEGATED ENblhEER 05 A STRUCTURAL DETA15 Bb All connectors aid fasteners Entailed in contact w/perservative treated lumber shall be CONDITION OF THIS 516K AND SEAL,AID IN G@mPLIANGE KITH SECTION 616153 0-006,DELEGATE EN61tEER 116T approved for such use by their manufacturer and reviewed by S.E.1.prior to construction. f-ORYL4RD DOGFEN(ATION TO 5th FOR REVIEW STD.180 DES HOOK _ 9.(Not Used) 2 "„ 130 PCOMPONENT & CLADDING DESIGN PRESSURE cc NUMBER 5 REBAR HOOK AND LAP DETAIIS (GR 40) E ET WINDWARD HOMES FBC 2004/06 ASTAND D EXP B') sl.o F:\ZRDARD SfEET X-REFRAMDATION DETAILS\r5 LAP Af6 HOOK 6R 40dg si.o F:T5TARD SHEET X-REFWOTES 2004 O FEGk PONEM5 AND CLADDING ARTIALLYdw. 1.Q DEC 8 2006 12 �7(�APA KAJLM SG6Q.E g qp IR.Pf STRM� 1}a4- ROOF FRAMNe FL/Ml a / M F.BDARD TTP. W WI 6d NAL5 ATEA 1UE5 __ VT166HH515WTHH wI ORYYWL NALS aR aROVLL Sam rOXLcmm6 e•OA'. CU RENMF IFMFM1lI N51U LmED ro Hk P.1. m1® osm"W 510.40 DFfi NOOK �OEf LICU• e7~KNOCKOIf HOCK W e VBRIU L N 8000 Ps HEAD.5W FLL®H1M fl.LW 0815.COQ.FROM room e • 8000 PSI GONG.MD N U GONE. TO E01V 1UMr SM FLAN FOR LOCATION Tf ORYttA1.L OVER t P.T.ROM* Aw99H STRIPS W m wR{3 YE4ATKM K-somy TYPICAL TIPS YP5WM 4USAFx P.L BAW yT 3 SiD.90 OFa IUi01: cV - f AT&Z"FIJID CELL p $ �2 Z NFOR ATION L ��/ o smFQWATION rLAN 2 m TYPICAL 1-STORY MOM WALL M C1 Utd(WINDWARD) _A 82 PARQr1016 DE9W DTO RBUT A NORI90NVL LOAD NOT LE56THM 5 �U1 ROOF OR FLOOR FRAHM F@ffit AT 24'OMX W'( 2SL ML455 E FiRALE OA .57 FOR4115 16d TOENAL5 TYPIGAI. LE56 RUVI.5 664E t Iva,-OI 511 5.OIL. MAx FOR FMLI.S 6RFAT@t THMN lO'4'sTW5;.W 2Lx TOP PLATE ;`bYF'1U+L3 L m.12'oG i$v.�wl0� IT— WW TAFC016 OR►PPrtOS W AU13etTE. I6d TOE1ULs SW TO PLATE FA SHOE C'S PEE MV 41Y pG MAX T)PVlL YAK ■ 2sV M<P.T.PLAStU VOWUS AGRMTl9 FAST 500 FEIN I I!1' DEM ENO 5PACBT AT 4M OX.MA MAY 145W N LEV OF TAFCO6 GLEAN IiEATED FLL GOFP OG TOR PROCTOR PER AEl14M Vj / TYPICAL IN'I IOR NON-BEARING WALL SBCrioxM FV&TANDARD 5I r X- fRAFE PIAL 0N L 5fiGT)c*W -BRA 506 2� ~P 2:F 62 8 P.T.ASR( 91'.K FA6TB®10 WURR( N 1r1,e•.F BOLTS OR VS DHA 1601 ATR We'SIN H7!®F 5515124 UTSIISCI CC4 I PLATE IM9B6.I?Qt:VatRfJdLY AND V. 4.1 4 • rK OR DESIGN TING DETAILS PER THE APPROVED e VaQQIL e•wsascr PRODUCT TESTING. MOD Gat FROMENFum THESE DETAILS ARE BY THE SnK RAM OETAU C81 Flirt OPalIFb LE557HAN 6ARA&E DOOR DEL.E&ATED Ivo ANDW Fart aFee6s ENGINEER PER THE COMPONENT uPTDI6 o AND G f'RESURERS SHONAI HERE IN 3V TYPICAL GARAGE DOOR BUCM DUAiL 1� �O FKTNDARD 9141 EKE 511010411*.UUUS YA)DF6 DEC 8 2006 LAST LINTEL TO BE SET 50 THAT BLCK AND BLOGKINS ARE FLUSH WITH < BOTTOM 01 LINTEL '�<E I. 2 ) 2 I 8 7 (l CAD FNF NAYS - Try ISAKD 10/OJ/05 RENSED 06/18/06 I G G 5 OI 2'X8'P.T.PP I/4'x3 TAPGON5•B'O/C TYPICAL OAS NEEDED PP FLUSH CONCRETE CONTACT �j o OCLUSTER(3)I/4•x 3'TAPGONS :n r 2'X8'BRACE.45 DES.H-FASTENED AT EACH END RU(5)IOd NAILS _ z OINSTALL 2x BLOCKS,CUT TO FIT,3 I/2'LOBS �m Z MAX,END TO ENO PRWND OR/B.FASTEN NOTES: TO BRACE OR PERIIETER BUCK 14 1(4)IOd U O.ITI•DIA HILTI POWDER ACTUATED I—pp1 NAILS.BLOCKS SHALL NOT BE SPLIT, FASTENERS OR EOUAL I I/Y EE>BEDP ST g qi -, CRACKED OR DAMAGED. SPACED AT 12'0/G MAX MAY BE USED IN 1/2'PLYWOOD EA.FACE W BD O 40/C PLU5(2) LIEU OF TAPCOPY I A A BD NAILS EACH END EACH BLOCK() 2)TAPGOPES OR POPPER ACTUATED v m ��++ FASTEN BLOCK TO BRACE OR PERMIHETER BUCK W/ FASTENERS SHALL BE INSTALLED IN SOLID pg �5 E (4)IOd x 3'. CONCRETE FILLED MASDIRY. X 3El r g O (2)2'x5'FLAT LATERAL WADER VW(5)IOd TOENAIL 3)O)104 NAILS MAY BE USED IN LIEU OF �REPLY' TAPLONS PIPE SUBSTRATE 15 CONSTRUCTED 2'X6'VERTICAL 5TID 0 16.O/G MAX OF FRAME. 0 PER� 141(4)I6d x 3 I/2•TOENAIL,EACH END. a o F w OOPTIONAL WINDOW MASONRY ARCHED WINDOW/OPENING DETAIL (u) cn F:\5TANDARD SHEET X-REFVIASONRY WALL 5EGTIONSV4ASONRY ARCH OPENING DETAIL NOTE:5EE PLAN FOR FILLED CELL SEE RAN LOCATIONS. FBI NOTCH LINTEL WHERE KNOCKOUCONT. FILLED V41TH GOINCRETE REQUIRED FOR CONCRETE 00 00 D ,gip O l[`�M(+]■ SECTION A-A I)RESAR SHALL BE PLACED IN THE CENTER OF THE FILL CELL. F�1 2)BENT REBAR SHALL NOT EXCEED A I TO 6 SLOPE. STANDARD MO DEG.HOOK (j PRECAST LINTEL FILLED.IN OPENINGS GREATER THAN&FT 3)MIN COVER BETWEEN REBAR AND SURROUNDING MASONRY I r USE(U#5 OR AS NOTED SHALL BE I�"MIN. OPENING ON PLANS O MASONRIY FIILED CELL RERAR PLACEMENT &ADJUSTMENT FILLED CELL WITH(I)#5 VERTICAL SEE FOUNDATION PLAN FOR LOCATION F:\5TANDARD SHEET X-REV4A5ONRY WALLVIASONRY FILLED CELL REBAR PLACEMENT 1 SZ AD.115THENT REMOVE INTERNAL INTERMEDIATE/ADJACENT FACE CELL OF MASONRY BLOCK TO ALLOW j T i FOR SOLID MONOLITHIC CONCRETE PLACEMENT WITH FILLED CELL AT EACH SIDE OF WINDOW OPENINGS.TYP. A c A IN Q 'NOM.PRECAST LINTEL ABOVE OPENING a TYRGAL a o0 HOOP)CONNECTION PER MSI4FAGTLRER5 LINTEL SCREEN SPEGIFIGATIONS V. 4 1 1BND OR HURRICANE RECAST SILL RU V I FULL MORTAR BED JOINT DO NOT SPLICE WINDOW 11 NE SILL BELOW HU110N CONECTION a O O O SiRUCNRAL DETAILS •KNOCKOUT BLOCK FILLED RUTH 1500 PSI - TAR SECTION A-A GREATER THAN -ON 6'4'OR WINDOWS THAT REQUIRE _ VERTICAL PANlION S.NOTE:<5 TO EXTEND 6'INTO NOTES: ADJACENT FILLED CELLS EACH END TY. I. FILL LINTEL AND CELLS A13OVE LINTEL PTASOIRY TYPICAL 2. VERIFY THAT ALL REINFORCEMENT HAS BEEN PROPERLY PLACED - 3. SEE PLANS FOR ADDITIONAL INFORMATION ET INTEL SCREEN AID FUl HEAD JOINT 4. DOOR AND WINDOW INSTALLATION TO BE PER MANUFACTURERS GIFIGATION5 �• TYPICAL SECTION Tmu WINDOW a TYPICAL PRECAST LINTEL ASSEMBLY N F:\5TAND ARD SHEET X-REFVVIndHcrd\TTPICAL LINTEL SECTION INDWARD.d. 82.1 F:\5TAND SH ARD EET X-REFV4ASONRY WALL 5EGTION5IN V_ TEL ASSEMBLYDN5 Sz.i ----- - -- SVRF LOT- 15 NOTES: ATTENTIONS sapa. z s� TRUSS CONNECTOR SCHEDULE UNLESS OTHERWISE NOTED,ALL TRESS TO MASONRY CONNECTIONS TO BE HETAL2O HETAL20 WITS(15)101)X 1 1/2"8 5 I/I6"EMBEDMENT.SEE GI/53.1 OR APPROVED EQUAL.SEE DETAIL FOR gm Comb FOR ADDITIONAL INFORMATION(TYPICAL TRll55 TO MASONRY CONNECTION) (U=1810LB) ADDITIONAL INFORMATION T SIMPSON HIO WITH(B)SOX I/2"NAILS TO RAFTER 8 PLATE(5)TOTAL SEE s\" •K•• U� NEU F G2/53.1 FOR ADDITIONAL INFORMATION(TYPICAL TRU55 TO F UNLESS OTHERWISE NOTED,ALL TRUSS TO RAMERAME CONNECTION)(U=9GOLB) T ab 2 CONNECTIONS TO BE 5IMP50N TO.SEE: DETAIL FOR ADDITIONAL INFORMATION. I z/a m,/z C�c 1 3 I NOT USED REFER TO HIB-91 �/ Truss must be set this C wep s crane used Truss is an example,your truss may not match AU NUMBER 1 DOUBLE(2)SIMPSON HETA20(ONE EACH SIDE OF TRUSS)WITH(20)IOD X mstst crane operator sets truss thrs rap 1119—NAYS I/ ISSUED 2".SEE G4/53.1 FOR ADDITIONAL INFORMATION.(I-PLY U=2035LB,2-PLY U=2500LB) 10/03/05 ecwsro oc/2a/as 5 NOT USED 'rJ --_ TP ___ —__ — C] THE ENGINEER OF RECORD HAS NOT REVIEWED THE FINAL PRE-ENGINEERED WOOD TRU55 LAYOUT OR ENGINEERING 01 TO VERIFY LOAD PATHS. ENGINEER RESERVES THE RIGHT ( C NOT USED CJ3_ T3 TO MAKE ANY REVISIONS DEEMED NECESSARY AFTER c- TP I THE TRUSS ENSINEERI N6 AND LAYOUT IS SUPPLIED TO CJ5 53.2 CJ5 N SAID ENGINEER. NOT USED 8 AS A CONDITION OF THE SIGN AND SEAL OF THIS CJ7 AUG CJ7 DRAWING PER SEC ON 61615-30.006 DELEGATED _ __ = _ =NSINEERS RESPONSIBILITY,THE DELEGATED ENGINEER(U SIMPSON HTTIE SEE G8/53.1 FOR ADDITIONAL INFORMATION. (TRUSS ENGINEER)SHALL FORWARD THE DELEGATED A7 ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD -- — ------ -- =OR REVIEW. FAILURE TO FOLLOW THIS PROCEDURE DIRECTLY RESULTS IN WITHDRAWAL ITHDRAAL OF THE ENGINEERING O USP LPTA WITH(15)IOD X I I/2"SEE G9/53.1 FOR ADDITIONAL INFORMATION Ag 4 SEAL Of THIS PROJECT. y m o A5 ALL ANCHORS TO BE INSTALLED PER SIMPSON G-2OO6 ^ 'Y CATALOG AND T-ANCHOR SPEC.W/EPDXY d . TP I e A4 NOTE: a = _________ PERMANENT LATERAL BRACES AS SPEC I R ED BY THE TRUSS DESIGNER SHALL BE DIAGONALLY RESTRAINED TO A3 PREVENT BUCKLING WITH 45 DEC."X"BRACING AT 20'-0" t"t 9 "'p -- - ON CENTER OR TERMINATION,WHICH EVER IS LE55. (SEE crt Z '2 ZO FRAME 4 OF HIB-GI)."X"BRAG N6 SHALL BE 2"x4"#2 C "� A2 SAP OR BETTER. 2 `•� °RAMIN6 TO BE PRE-ENGINEERED COMPONENTS SPACED ^ m k --- AT 24 O/C MAX_ALL TRUSS/SEAM TO TRUSSBEAM a 6 CONNECTORS TO BE SPECIFIED BY DELAGATED TES I NEER r° less noted otherwise,All Exterior Ceilings Designed as —====- -'--- Partially Enclosed.Attach exterior grade ceiling gypsum c - - Gourd with 1 3/5"drywall screws at-I"o.c.(Block all seams) ED = _ ___ __ ___ a /004 WALL KEY Z ttakke. LAP EATH •x �i1'N6 sr 04r 19/1 ___ — -- _. - -_ q I _—---_—- -_--- - t3, •roeaus L BRAUN6 RE1JIREMEN5 u 9 az rrr/w r.,,a�e..+s x,wernwl wN wr,-w rats„T E,.a� a,�TI, Tw.a,=nKx�r—E ono b �os00 T �14 V J 5 w--11 oM orcFan �E roe mAr TN �� I�t b•wrc/i/A J oofa, w, -_ — 53.2 --� cJH m a o� BOSTON FIIP(T-0'OR GREITER)BRACBVG DETAII. �i 4 (, X3/ FNA 5 (AP 5NEATHING 2'xa"PLATE T-ASTENED W b X3 5"®4"O/L MiR _. 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AIR W S.FIc 4 SET BTOXf WV D U4T INTO 1C101946 MOT • MOUOMS 5T"OR 6'BE5IU1T• Ccli FILLED CELL OR 17 B .• •CBRBdI€Nh BAD B_M1 COITION V. ^�'• S.B45E FLATS OR M0157LW B RRIER • IX6 SMUO1LIIPL DETALS UPLIFT • L 4115L5 SIMPSON HITI6 F.'5TMOMA 9.₹T X-R�7RE6 ca6$c nA6VRT6DY16 53.1 • DEC 2 2006 200 MAX O-0 THIS IS A DANGEROUS CONDITION y ' ► s .eorro-i c RAGN&VX4'MK FIG. 2B 4 CQNM"HIM W FRNM TLs L 3 <$ -- 001MMOAFTER—'f-MIIry MttHE171E1IIreAR391 � g MIMLM6. DOANPLE _ ———— _ LA70M B+ACN6 USE!!4710 51p11 M e" ' R / (GPR1 NWAM PAGNfi,BUf 9OPIG OR VERIICA, { PERMS LATERAL BIMM6 FIG 2A ORZB OR MB9IEEDIS OF ALL E TIME. t>A7 BtAOIK. 'tIr?!uhil LLLLLLIII 4B x � - ]X449014 5TI06RAOE DHtIWI® TE ORAYEL6 BB4M fi16 3Q191OK 10 410 1RAM TH5 TCELI16 TO ORtl6IlE 510E CF YED AND W NE MNE CO11MM LAIEUL MACI16 A1B- A KrMV"S W bFOOT emeD 10 NIHNN. 14!5157 LATERAL MOV@8D. IEHl4D OR/2liD! TIE DIA60w&. 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Bbd TOBLUL E. �, ft(W MAX 1E76Hf NTH U04'T'BRACE IS 4-10'. 0),(W MAX 4966M NTH 2X4 T'BRK.f 5 11-Y. 16d NAILS.TOE-NAILED RIv6E I .Fti 1y_ FOR I"Alb 2X4'T'BRK.IN5,MACE 10 56 SANE 6RADE A5 CRIPPLE TRU56 TOP CkI0RD5 PER 5P15CMA71ONS n ~ - FASTBI 1X4'T'BRACE TO CRIPPLE NTH Od NNLS AT 4'OC. LØ)Sd IN FASTBI 2X4'f'BRACE TO CRPPLE NTH 16d NAILS AT 4'Or. CRIPPLEINTO TRU56 TOPTOP CFIOfm TOP CHORD OF TRU55 BE EATH VALLEY SET 44151 19 BRACED NTH PROPERLY ATTK.FED RATED SEAT IN6 OR RI21JF5 AT 24.04.OR VALLEY SPAGIN6 AS 5PEGFlED 0441144046149615 SEALED 0!51644 (J)L6d NAILS. EfOR THE 5MPORTIN6 71414!0. TOE-NI9.96 -0' w(3)16 S 2L BW 4.46.5. BLS 0 E MO 4MAiL 6d CO1044 NAL5• Ed C061+04MIEt5CLTN61le N B4 756615 F1fA004+1044 77141155!0 AT 24.OG 3'OK 96655 AAO 9' HAILS•6`0/0 EDGES Alb 6' 191 Wd NAmL5. W) FUDGED TO HIND. OK.F®.D 0/6 PHBD TOE-NAILS)50155.U 5965TRUG1URAL 110155 FOR 51EATH INS 5PEGIFIGATIONS W NAL5,rOE-NVI� PT EA Se 65 244 HACp66 44 Eid TOBULS 5i1EA�aH1N6 EA+AT oATYMIEI'/M694AMSPAN 2) END JOINT5 OF TTHE SI E.ATHIN&TO EE STA66EFRM AND 0001114 OVER FRAMN6. r /GABLE 95A111 46 IITHEPL11C 4 TIP. 3 2X4 BL�O0YPq ON6 Vl/(d)Bbd TOBINL5 AT EA Bb AT ALL NON 51RPORTED 5HEATMNS NAILS.709-NNLID Cl) B7i6C13 IrIYP. ALLEYS I �. SS NbSSTAGKPBElRATIOM5-.) �� G) iW Vi' l� �M L�lflLil\G �T.17CiJVLCr /1 Oa\ AT OG MAX sPAGI+6 CONVENTIONALLY FRAMED VALLEY DEPAML TB3 S3 S32 ~~ 1/61610619)9961 Y. gRE6 191051196*4469.446 P/5TMVARD SHAT XR�7RS6 ERK.IEIC.ONVALLEYDN6 ROOF 9EA1HN6 •gO:Et•45'OK. r` 'EA ION NNS TYPICAL. 16d TOBULS TYPICAL 104 4(69.5 TYPICAL 1916TH L IIY W 5l₹ROGF M`9F BRIG:ATTK4® f4"X'!!RACE AITAGF9 0P 7P BRACE ATT/OB) wam SQ�E W 9)1641WI5 Amx NBMLS y'rA DPKILY TO 71455 M® DiEL71.Y TO TL56 G10fID DIET FLY TO T7A6 YJB MIH6fLTN6 TRWm A;+. 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WALL ROOF TRUSS PARALLEL rPi x BRACE DETARS rB9 TRUSS INSTALLATION TOLERANCES ci $3 S3 F16TIDARO 5HMT X4RL₹11RS6 BRACN61rt-15K.M6 g3 FKTMOMD 519:7 X-10/IT0D5 HKAKHGTMIATION 16115440% S F/6161VMD 9961 X Y 604ET HALL OW11Olb'EY@FYIII PRMSN60!744.4`16 F MOARD 9EET X RY 44141.YL 114!6 1411114115.TO 419 4960YK DEC 2820U Page is too large to OCR. Design Pressure Chart Stock Building Supply 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 +60.01-60.0 4177.1 XO or OX 6' 8" 3' Opaque Door +47.01-47.0 6184.3 6' 8" 3' Sidelight Glass ODL Screw Frame +47.0/-47.0 6184.3 OXO 6' 8" 3' Opaque Door +47.01-47.0 6181.4 6' 8" 3' Sidelight Glass ODL Smart Frame +60.01-60.0 4177.1 OXO 6' 8" 3' Opaque Door +47.01-47.0 6181.5 6' 8" 3' Sidelight Glass ODL Screw Frame +47.0/-47.0 6181.5 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 6' 8" 3' Sidelight Glass ODL Smart Frame +60.01-60.0 4177.1 zo N OXXO 6'8" 6' Opaque Door + 50.0/-50.0 6184.8 f=- 6' 8" 3' Sidelight Glass ODL Screw Frame + 50.0/-50.0 6184.8 Q a 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 z 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 r„i 6' 8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 XX 6' 8" 6' Glazed ODL Smart Frame +47.0/-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 + 50.01-50.0 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 +60.01-60.0 4177.1 XX 6' 8" 6' Glazed ODL Screw Frame + 50.01-50.0 6142.9 6'8" 3' Sidelight Glass ODL Screw Frame +60.0/-60.0 4177.1 OXXO 6' 8" 6' Glazed ODL Screw Frame + 50.01-50.0 6142.1 6' 8" 3' Sidelight Glass ODL Screw Frame +60.0/-60.0 4177.1 SHEET NO. D2 A AI REV DATE 01 7/2002 NEC. LOADS WERE -37 -55.5 DES EST: PUSHNUT TESTED TB GA. PAINTED END STILES ATTACHED TO DOOR ONE 1NTERMEiEATE STTE BETWEEN EACH EMBOSS LOCATION. SKIN WITH PATENTED TOG-L-LOC SYSTEM ATTACHED W/ TOG-L-LOC (TOP & BO (TOP, BOTTOM & CENTER). HORIZONTAL TRACK SUPPORT BY AT4O URLTHANE ADHESIVE (ALONG CENTER) \ 18 GA. GALV. DOUBLE END STILES DOOR INSTALLER (TO SUIT) OPTIONAL 1/6"ACRYLIC OR ATTACHED TO TOP AND BOTTOM RAIL SNAP LATCH ENGAGES j #T4x5/B'SHEET METAL SCREWS A QSB CLASS USES AVAILABLE WITH PATENTED TOG-L-LOT SYSTEM. ONTO VERTICAL TRACK, LHR TOP BRACKET DOOR COUNTERBALANCE SYSTEM ._ •, (SEE SECTION B-e) ONE SNAP LATCH ON oy a DOUBLE MOR1LtTtIrAt EACH SIDE 0F O fl N' INTER.. SiLE GA. GALA. STEEL.FLAG BRACKET. 0 1F" IIT OUTSIDE KEYED ENO O a PING 5CSEELF Q C VIEW "B" HANDLE STILE 14 C& END HINGES L{7W ME'AUCi(3i}M QPTIS?N I VIEW"C" INSIDE HANDLE A """ Ar - - BPE.ATCH E.DC:K PPO,( HHT I 7 I I DOOR OVERLAP (EACH SIDE) - 2'GALA. STEEL TRACK, 7- tr STOP MOULDING BY DOOR INSTALLER (TO SUIT) s TRACK THICKNESS. .083" - SLIDE BOLT 16 GA GAII~V. STEEL PAINTED END STELE p L" " TWO POINT LOCKING END LOCK ENGAGES 2x6 YELLOW PINE JAMS... 18 GA GAIN.STEEL DOUBLE END STILE x INTO TRACK. STILE INTO VERTICAL " TRACK. ONE 20 C.A. WV. STEEL INTER..STILE. . TYP. 2-1/2x12 GA. GALA. LOCK ON - ,„,_ STEEL TRACK BRACKETS. EACH SIDE 12 GA. GALV, STEEL TRACK DISTANCE BETWEEN BRACKETS LOCATtDN of ... ...,... INSIDE SLID£ BOLT R. B. ft' NED 8'NODS) 8✓ A OPT10NAi.Ot9T'S1TJE KEYED LOCK PC19TTDN // (6 TTOTAL REKTS PER SIDE - ..OPTIONAL VENT MAX. POOR hYepTN, �» t$"-2" BO M ppiJ OFOERR L NOT TO EXCEED 14"O:C. J 7j16" NUT SMNUT FOR DOORS UP TO 7'O H*H). PPP STILE J \ I FOR UNRESTRICTED OPERATION. (T TOTAL BRKTS PER SIDE INTER. J FOR DOORS UP TO 8'0" HIOH). STILE 2"GALA. STEEL TRACK FASTENED TO 14 GA GALA. STEEL ROLLER HINGES 12 GA. GALA. STEEL TRACK BRACKETS. FASTENED TO ENO STILES EACH WN(4) 18 GA GAIN.STEEL.CENTER HINGE 1QI5. DOUBLE TRACK DOORS UP TO 7'-0"HIGH CONSIST OF {{4) SECTIONS ((SHOWhI}. TRACK ATTACHED TO EACH BRACKET 14x5/$"SIBEET METAL SCREWS FASTE/E TO €NT1 R. STILES tyj( LOW HEADROOM IS DOORS OVER 7'-0" HIGH CONSIST OF(5) SECTIONS (I$OT S WH}. OUTSI WITH ONE t j4'x5/$"BOLT&NitT 2 1 E ELF TAPPING SCREWS PER �Ft4x5j6 SHEL7 METAL.SCR AVAILABLE AS AN OPTION 2 THE DESIGN OF THE SUP?ORT PROFESSIONAL AL ELEMENTS OR TWO 1/4"DA, RIVETS. STALL BE THE RESPONSIBILITY OF THE PROFES IONAL OF 2' DW LONG STEM, 10 BAIL STEEL ROLLER. RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE -LOCK BAR WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON ENGAGES INPREPARATION OF JAN85 BY OTHERS IItIMFt CID. THIS DRAWING. LOCIC. BAR LOCKING ID'�KFYFD E.00K TRACK ON ,5 jj(}N C— EACH SIDE HORIZONTAL (TOP} JAMB X!) FRONT FRAME WITH U.V, OF DOCK. {NO LOAD FROM DOOR)COATING ON OUTSIDE SURFACE' T TR T It !#ETA 1IM t AU.THE LOAD FROM THE DOOR 15 TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK O �w TD THE 2x8 VERTICAL YELLOW PINE(GRADE#2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR Z w jTl br a0 T(EA IS TRANSFERRED TO THE HORIZONTAL(TOP)JAMB. Z / LLSI GLASS OR WINDOW L1TE 2) ALL JAMB FASTENERS MAY BE (BUT NOT FLUSH REQUIRED)COUNTERSUNK TO PROVIDE A MOUNTING SURFACE MOLDED INSIDE J 1/8*ACRYLIC ; I1om-B.B FASTENER LITE RETAINER "PAN HEAD SCREW TYPE WOOD FRAME BUILDINGS 2'THICK--I 1-- {tO SCREWS PER LITE) SI STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOUP BY NOT LESS THAN (3) 24 (UP TO B"MtxB'H) II THE ppT1DMAL TLyZI90 iNUNI(Al THIS t MM"M DIE OR(3) 2x6 ((UP TO 18'2WxB'H PRESSURE TREATED GRADE 2 OR BETTER WOOD STUDS OF A STRESS 6W LOAD IPEIlENTS OF THE ELGREA BIALONG CODE GRADE NOT LES5 THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING. (FA). MAX. O.C. MiSN. No. w STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS, OF FASTENERS @t SE .I6DL14OFTISIaOWSI83GC0RE FEB VERTICAL z .$F�-.?HIN A-A ig€DE VIEWS BLOCK W.d�L k. DR CONCRD . 12 GA. GALA. STEEL.TOP ROLLER BRAG ` 2x8 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. 2 . EACH BRACKET ATTACHED W/(4) it4x5 H" BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH REINFORCING BARS EXTENDING x6 VERTICAL JAMB SHEET METAL SCREWS.AOUvIA&E Suot ATTACHED 4• INTO THE FOOTING AND INTO TIE BEAMS ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS Z 0 3 TO TOP BRACKET WITH (2) 1/4"x1/2"BOLTS AND I TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS ANT) CONCRETE COLUMNS TO BE NUTS PER BRACKET. DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT 01' RECORD, z_1f2. Q o 26 AM8 10 SUPETORTING STRUCTUREATTACHMENT LAP JOINTS. " SHIP JOINTS. -.l i-S/B (TYP.) (NOT TO BE U9SELt FOR ATTACHMENT OF TRACK BRACKETS) •�--1 O DOORS UP To 1$"2"Wx$'H 4 TALL C-CHANNEL MAXIMUM 16 GA. GAIN. STEEL MIN. Na. OF los CENTER • FASTENERS IDISTANCE STEEL PER VERTICAL BETWEEN WASHERS BUILDING TYPE FASTENER TYPE JAMB FASTENERS REQUIRED? '„."'".14 CA GALA. ROLLER HINGE. a---'----- -3 •+ 'M R 7 1 1 D EACH HINGE FASTENED TO END 2,000 PSN MIN. CONCRETE 1 a x t-3 4 MIN. EMBED TAPt.'ON CONCRf7F ANACHOR 9 11 YES 1 O.D. STILES Wj(4) 14x5/6"SHEET METAL _ x t. AND (2) 1'4!3/4' SELF TAPPING SCREWS. x a 1 —t E;K1 INCLUDED (SEE VIEW 'B") •ONE 4T ALL x 18 GA a....cHUNrL PER DOOR SECTION. warSc tWsrEeEI.N4.P.E. DESIGN LOADS +37.0 P.S.F. ..._.41.0 P.S.F. (1) 1/4"x3'4"SELF TAPPING SCREW PER STILE LOCATION. 1'a A PJL#48493 TtT1 T LrAIrS; {^5 15.J P.S.F.. A -61.5 P.S.F. (( NTRTH CMIOJNA P.C./23632 5.E �) CDESIGN ORIGINAL DRAWINGS ARE SIGNED IN BLUE 5 25 CA. MAN. EXTERIOR SKIN WITH G-4D -` THIS DOOR MEETS OR SPEEDS�s THE B GALVANIZING, BAKED-ON PRIMER AND A TATS ODOR MEETS EXCEEDS THE DESIGN LOADS FOR THE WIND SPEEDS LISTED BELOW INK WITH A RAISED SEAL {EMBOSS}. SAK'ED-Ott POLYESTER PrUNTED TOP COAT 1-1/4`WIDE x 16 CA. GAL.V. STRAP. (5) PER DOOR SECTION LOADS FOR THE WIND SPEEDS LISTED BELOW ACCORDING TO THE 2001 FLORIDA BUILDING APPLIED TO BOTH SIDES DF ST IL SOAN. ��'".,�W ON 16' WIDE DOORS, EXCEPT($) STRAPS ON 2ND (LOCK) ACCORDING TO THE 2001 FLORIDA BUILDING CODE (ASCE7--98T FEW THE FOLLOWING p SHEET THESIS iRtA+,7 q'G HE REV:.... SECTION (SEE INSIDE ELE.YATION). EACH STRAP ATTACHED CODE{ASCET-5$ FOR THE; FOLLOWING CONDITIONS: 1)p? TLdt,Y-EN"Q,3ECI DI0=.G,. _ - WITH (3) 1/4"*S 4" SELF TAPPING SCREWS(TWO CONDITIONS: 1) 1C1JQ Ei? _1 JNS 2) DOOR 2) DOOR HAS 2 OF WIDTH IN BUILDINGS MANUFACTURED 1 1 102617 L;1 EM7S . ONE SCREW TO C--CHANNEL). HAS 2' OF W TN IN BUILDING S END ZONE. END ZONE 3) USE ACTOR OF 1.0, 4T ANY SCR TO 3 USE FACTOR OF 1 0. 43 ANY ROOF SLOPE F s F FA R DES.AATCHECKED 3Y TTCIN AAC WIND SPEED (MPH) S 110 120 120 130 MAW MAW Il£ GRIP 1 13 GA. GALA. STEEL BOTTOM BRACKET. WIND SPEED MPH 5 3a 140 tAa 150 EXPOSURE LEVEL 8 u1-C B C B DOUBLE CAR MODEL 11ORW6 & 12ORWe ATTACHED WITH (2) #144/8'SHEET METAL SCREWS. E(POSORELEVEL BcY C MEAN ROOF MEI- 3O' STY t5' 30' aATt SEAL[ 20 30' i 15' 30' -?-3//-41 PS` DESIGN LOAD ALUMINUM EXTRUSION &"ANYL WEATHERSTRIP. MEAN HEIGHT 6/13 j02 NOTFD ^lady IN +g FI1*AI..cry AR Rtght.I<, .•n C (513) 770—n&+0 SHEET NO. Th® erra*ges»ents 4s*t d tws1n ere the AMA pro66rty Li' Li.... of he CIoaoy BuAT r Prad*M*Com1*1ny end mdy na. 8585 DUI£' BLVD Ae rep odoaed in y le o,, sin mi its er tten pe iAS da. ? MASON, OH 45040 USA D4 3 SVRFLOTI5BLO K3 1 1/4" MIN: EMBEDMENT ii 4~ MAIN_ SERIES 1480 1580/1590,HORIZONTAL SIIDING WINDOW(FLANGE)COMPARATIVE ANA 515&ANCHOR OUANTIW CHART ASTM E1300 EM Ef)to1EPlT CAULK BETWEEN SHIM AS RE£YD. FLANGE TYPE WINDOW SIZES NLNBER OF 8 SCREW NUMBER OF 3/1&• 0 TAPCONS WOOD BUCK'& (SEE NOTES WINDOW FRAME 1/4"SHI SHIM AS 1 4'13: T.ati f : ?5 ! T• MINIMUM EMBEDMENT 1 1/ ' AINIMhUM EMBEDM ENT ENCLOS€D BUILDING BY t)THERS_ AT EACH AT EA GH IF LOAD yr� GLASS SIZE HEAD JAMBS HEAD JAM$5 IIESSTANCE INSTALLATION ANCHOR' 3/ DTAPCN —80 2 2 2 2' 2 2 9 3/4x43 5/8 —70 SS8} F'Y OT E R CAULK 24 x 55 -80 2 2 2 2 2 2 9 3/4 x.5q;5 -70 (SSB� WINDOWBFt AMGE a +,+n 8r DrHERs; CAULK BETWEEN 36 x 12 80 2 2 2 2 2 2 5 a/4 x t 5 WOOD SLICK WINDOW WI TH WOOD BUCK x1c — MASONRY (iPl NING 36 x 24 -80` 2 2 2 2 2 2 15 3/4 x 19 5/8 -80 (SSB) BY OTERS 36 x 36 =8O 2 2 2 2 2 2' 5 3/4 z 315/8 -50 (SSB) ONE BY WOOIS' EXTERIOR 36 x 42 -80' 2 2 2 2 2 2 l53/4x375/8 —5O 056) BUCK BY OTHER SHIMA AG RE ' BY WO> 36 x,4$ 2 2 2 2 2 15 3 4 x 43 S ON t CAULK BETWEEN (SEE NOTES)A D SECTION 2 WINDOW FLANGE BUCK 8Y OTHER 3 x:55 64 2 2 2 2 L 2: 153l#x SOs =5iJ D'5B 3/16-LLA .TA ANCHOR WOOD BUCK 48 x=12 —80' 2 2 2 2 2 2 21 3 4 x 7 5 3/18" INA.TAPCON ! � —80 (Ss8), 48 x CAULK'BETWEEN SHOW -24. --$Q 2 2 2 2 2 2 21 3/4 x 19 5 -70 (SSO) WOOD-SUCK'& 48 x 36 -80 2 2 2 2 2 2 21 3/4 x 315/8 -50 (SSB) MASONRY OPENING 48 x 42 ^74 3 3 2 2 2 2 21 3/4 x 375/8 -5fl (OSB)' BY OTHERS 48 x 48 -62 2 2 2 2 2 2 213/4x435, —50(3/16") 1 1/4" MIN. 48 x 55 -52 2 2 2 2 2 2 213/4 z 5D 5/8 -5o3/15 ) CAULK BETWEEN WINDOW EMBEDMENT 60 x 12 -80 2 2 2 2 2 2 21 3/4 x 7$/8 -$0 (SSB) FLANGE do WOOD BUCK — 60 x 24 -80 2 2 2 2 2 2 273/4*19 5/8 -55 (ss8) rA --I 24~ 0.0. MAX.}»- 60 x 36 -80 3 3 2 3 3 2 27 314 x.31 s/8 -55 (DSB) N 60 x 42 -66 3 3 2 3 3 2 27 3/4 x 37 5/8 -47 (DSB}' Ei 60 x 48 -54 3 3 2 2 2 2 27 3/4 x 43 5/8 -55 (3/l6" p w PER1Mi TER CAULK 1/4_ 60X_ _55 -44.. 2 2 2 2 2 2 27 3/4x50 s/8 -55 (3!i6") BY OTHER SPACE MAX: 72 x 12 -80 2 2 2 2' 2 2 33 3/#x 7 5/8 -80 (SSB) FLANGE TYPE 72 x 24; -80 3 3 2 3 3 2 333/4 x 19 5/8 -49 (558) �ADc - RAMkE WINDOW /// 2 72 x 36 --80' 4 4 2 4 4 2 333/4*31 315/8 -50 (DSB) 4 EIGHT / 72 x 42 -61 3 3 2 3 3 2 33 3/4x37 5/8 50(3/16 ) o 72 x 48 -49 3 3 2 3 3 2 33 3/4 x 435/5 -50 (3/16") 72_ x_ 55' - 0 3 3 2 3 3 2 33 3/4x50 5/8 " // i// 24"O.C. MAX -50{3/16 jj GENERAL NOTES 1?1 z 1 1) 51-EM AS REQUIRED ADJACENT TO EACH INSTALLATION ANGtiOR'NiTy LOAD SHIM MAX. ALLOWABLE-SHIM STACK TO BE 1/4 E X TER I Q 2) WINDOW FRAME MATERIAL:ALUMINUM ALLOY 6063 O 3) CAUL'(BEHIND WINDOWr FLANGE AT HEAD AND JAMBS.SILL MUST ME WINDOW BUCK ATTACHED TO THE SUBSTRATE,WITH VULKEMI'116 ADHESIVE CAULK OR APPROVED EQUAL HEIGHT HEIGHT 4y CAULK PERIMETER SEAL AROUND,EXTERIOR OF WINDOW FLANGE 5) DESIGN'PRESSURES SHOWN ARE BASED ON MULLION CAPACITY ONLY.DESIGN PRESSURES WINDOW FOR CLASS T4CKNESS MUST BE DETERMINED PER ASTM-E1300 GLASS CHART AND THE FLANGE TYPE WIDTH SMALLER VALUE MUST SE USED FOR DESIGN. WINDOW FRAME-. 6) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15%OF DESIGN LOAD APPLIES. POSITIVE SILL DESIGN LOADS WILL BE LIMITED TO 40.0 PSF DUG TO WATER TEST PRESSURE OF CO PSF ELEVATIC INSTALLA 7) INSTALLATION FLANGE: WINDOW IN SPRUCE PINE FIR(SAFy WOW FRAME USING SCREWS -. (CF SUFFICIENT LENGTH TO PROVIDE MINIMUM:EMBEDMENT INTO THE SUBSTRATE.:AS MOWN.ABOVE VIEWED FROM ;EXTERIOR t 1 4 IN TABLES HUT N4 MORE THAN 2, O.C. 8) INSTALLATION OF FLANGE FRAME.WINDOW IN CONCTTEETE OR MASONRY OPENTNGJUSE 3/16"0 PERIMETER CAULK TAFCON ANCHORS OF SUFFICIENT LENGTH TO'PROVIOE MINIMUM 1-1/4 EMBEDMENT INTO 1 BY OTHER SUBSTRATE AT LOCATIONS SHOWN IN CHART,BUT THAN 247 O.C. 9) IF EXACT WINDOW 52E:IS NOT LISTED IN NTGT R CHART, USE ANCHOR QUANT[TY LISTED:WTt NEXT LARGER-SIZE. t � � Company of Texas'LP 1001 W.Crosby`Rd.•Ccrrdi{wi,TX 75046•P.O.Box 819OZZ i Datlas,TX 75381 A PRE CASTS .� X ASSEMBLY DRAWING BY OTHERS T_—CAULK BETWEEN WINDOW FLANGE SERIES 1480/1580/1590 HORIZONTAL SLICER WINDOW & PRE CAST SILL WITH VULKE! aR v. c�xC Sc 116 ADHESIVE CAULK OR SECTIOIV APPROVED EQJAL ARIP N/A SHEET NO. REV. "RWG NAVE t 03 31/05 12/08/03 --- / B .INS'ALLATION 1480 W1 SVRFLOTI5BLO K3 :COMPARATIVE ANALYSIS & TAPCON ANCHOR CHART ASIM E13(IO 2 X WOt?0 WINDOW DESIGN PRESSURE NO. OF 8 SCREW NUMBER"{F.090 I IA.NAIL 11P LOAD t3Y OTHI R5 CAULK BETWEEN SIZE INCHES CAPACITY IN PSF RE4'D IN FRAME REQ'D. IN FRAME Lo 11 FIN TYPE WINDOW FIN & WIIDH7 EIGHT EXTERIOR INTERIOR HEAD S'LL 0 EA J4W8 HEAD SILL 41 EA JAIIQ __ 92E RE95TAI4I WINDOW FRAME SHEATHING 18 x 28 XX -- - - - - - - 16 x 12 4/4 -80 (SSB) JAMS 1s x 36 109 109 2 2 2 2 2 3 161161/4 -80 (SSB) 11 T8'x 48 8.3 83 2 2 3 2 2 3 16 x 22 1/4 -80 {SSB [ CAULK BETWEEN F1N SHEATHING CAULK 52 16x24-#4 —70 (SSB)I `8c SHEATtNG t 1 x ^M4N. _� __ _ _ _ _ _ _ � BY OTHER EMBEDMENT 18 x 60 63 63 2 2 3 2 2 3 16x28.1/4 -60 (SSB) 18 x 72 50 50 2 2 3 2 2 3 16 z34 1/4 -49 (SSB) INSTALATION i 86 EMBEDMENT 24x28 -- -- - - - - ANCHOR 80 (SSB), 24 x 36 86 2 2 2 2 2 3 22 x 14 1/4 -80 (SSB)I ?4 x 48 73 73 2 2 3 2 2 4 f oSHEAr-HG iIENRS - _-2# x 5 24 x 60 59 59 2 2 3 2 2 4 22 x 281 f/4 -50 (SSB)lI 24 x 72 48 48 2 2 3 2 2 4 334I/4 -60 (SsO)' PERIMETER INSTALATION 32 x 28 -- — — - 121/4 —60 (SSB); CAULK BY OTHER WINDOW WIDHT ANCHOR 32 x 36 57 57 2 2 2 2 2 2 30 x 16 1/4 —60 (sS6)' 32 x 48 52 52 2 2 3 2 2 3 30 x 221/4 -50 (8513 32 x 52 -- - - - - - - 30 x 261/4 -65 (DSB) I EXTERIOR PERIMETER CAULK 32 x sa 46 46 2 2 3 2 2 4 304261/4 65 (DSB) FIN TIDE 13Y OTHER 32 x 72 40 40 2 2 3 2 2 4 30 x 341/4 -so c ?). WINDOW SE 'TI O IN x 213 - - 34xIt1/4 —60 (m) FRAME HEADER 36 x 36 52 52 2 2 2 2 2 2 34 x 151/4 -60 (SSB) 36 x 48 49 49 2 2 3 2 2 3 34 z 221/4 -50 "SSB 36 x 52 _-- _- - - - - -. 34124.1/4 -65 (DS6)I WINDOW 36 x 60 43 43 2 2 3 2 2 4 34 x 281/4 -65 (DSB)€ WDH. 36 x 72 40 40 2 2 3 2 2 4 34 x 341/4 -50 (DSB) rrl! 44 x 26 _ -- _ - _ _ 42 x 12 1/4 -60. {SSB) 44 x 36 41 41 3 3 2 2 2 2 42 x 16 1/4 -60 (SSB) WINDOW O` O O O O 44 x 48 40 40 3 2 3 3 3 3 421221/4 -50 (s58){ 0 HEIGHT 44 x 52 -- - - - - - - 42 x 241/4 -65 D58)I 11-1 EXTERIOR 44 x 60 40 40 3 3 3 3 3 4 42 x 29 1/4 -65 (DSB) FIN TYPE j 44x72 72 _ 40. 40 3 3 3 3 3 5 42x341/4 -50 (DSB) WINDOW — — / 48 x 28 -- -- - - - 46 ii?1/4 -80 (DSB) w FRAME SILL 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 x 221/4 -70 (3/16") 2 48 x 52 -_ 46 x 241/4 -70 (3/16") C1 24" O.C, 48 x 60 40 c0 3 3 3 3 3 4 46178 1/4 -60 (3/16") MAX.(TYP). 48 x 72 40 40 3 3 3 3 3 5 46 x 34+114 -60 3 1fi" 3 I f 53 x 72 40 40 3 3 4 4 4 7 71x34 1/4 -50 (3/i S") GENERAL NOTES: f I 1) SHIM IF REQUIRED FOR LEVELING. a WINDOW AN SPACE 2 WINDOW FRAM MATERIAL ALLOT 6063 PERIMETER CAULK-.-" HOT AIJCF4pRS (TYP.) 3 CAULIC BEHIND WINDOW FIN AT HEAD ,SILL & JAMBS. BY OTHER SHIM I1- 'Q 0 4) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WNDOW FLANGE. REQ 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHART, SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO Ci1`AUFIED 6) WHERE WATER RESISTANCE TEST REQUIREMENT OF 1s%OF DESIGN LOAD APPLIES, POSITIVE INST,4l ANON DESIGN LOADS 1MLL BE LIMITED TO 400 PSF DUE TO WATER TEST PRESSURE of 6.0 PSF ANCHOR CAULK BETWEENACNID IN'TEST. 7) INSTALLATION: FIN FRAME WINDOW IN WOW FRAME OPENING WHIT TWO BY WOOD STUDS WINDOW FIN & USING.090 INCH.O1A. HAILS OR #8 SCREW i SUFFICIENT LENGTH TO PROVIDE MIN.1- EMBEDMENT SHEATING INTO S '8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY LISTED. SHEATHING BY OTHER 1" MIN. ' EMBEDMENT 0 O O MAX.(TYP) Company eas.Lp SECTION 1 Tf 11 1 W.Crwby Rd..Carrollton,TX 75006•P.0.Box 815022•DI"as,TX 75381 L6'MAXI.(TYP). ASSEMBLY DRAWING ELEVATION sER�!s ,'DO/r9OC/1$70 ��� -I�;.G ' �11•� _^ JR,`t. CHK7 F' [ SC�tE VIEWED FROM EXTERIOR AR I N/A SHEET NO. ALIa fl M1 DATE p DIE NUMBER I, — — — — — �— — 12/11/03 U INSTALAT1ON 1100 W2 SVRFLOTI5BLO K3 COMPARATIVE ANALYSIS & TAPCON ANCHOR CHART ASTM E1300 0 OAS ' WINDOW DESIGN PRESSURE NO.( f$ 1�' NUMBER( .090 C A.NAIL LOh8 CAULK BETWEEN 2 X w(}oD SIZE INCHES CAPACITY IN PSF REQ'D, IN FRAME RE{'I) IN FRAME FIN TYPE WINDOW FIN & N1 T }{EIGHT EXTERIOR INTERIOR H SILL Uj.iA6 HEAL) SILL sF EA JMI3 IBA I4lI9STN4CE WINDOW FRAME SHEATHING 18 x 28 XX -- -- -; - - .- -_ 16 x 121/4 -80 (558) JAMB 18 x 36 109 109 2 2 2 2 2 3 16x16I/4 —60 .(SsB) 18x48 83 83, 2 2 3 2 2 3 T6 x 221/4 —8o (SSB SHEATHING CAULK BETWEEN FIN ), & SHEA`TING EMBEDMENT T"MIN. 1 x 52 -- — — — — — 16.x24.1/4 —70 (SSB) BY OTHER 18 x 6O 63 63 2 2 3 2 2 3 36x28 1/4 =-60 (SSB) 1" MtN 78x72' SO 50: 2 2' 3 3 2 3 1$x34 t/4 --49 (SSB) INSTALATION ` EMBEDMENT 24 x 36 86 '86? 2 2- 2 2 2 3 122 ANCHOR 24-x 48 73 73< 2 2` 3 2 2 4 22x22;1/4 -7O (SSS) SHEATHING 24 x 52 __ _ 22x241/4 —60 (SSB) BY OTHERS 24 x 60- 59 59 2 2 3 2 2 4 22 x 281/4 -50 24 x 72 48 48. 2 2 3 2 2 4 22 x 341/4 -60 (588) PERIMETER 32 x 28 - - - - 30-x 121/4 -60 (SSB) CAUL4< BY' OTHER, - --WINDOW WIDHT INSTALATION 32.,1 36 57 57 2 2 2 2 2 2 36x16 1/4 -60 .(SSH); ANCHOR 32 x 48 52 52: 2 2 3 2 2 3 .IC.x 24;1/4 -513 `(SSB) 32 x 52 -- - -. - - - - - 36 x •1/4 -65 (058) EXTERIOR '-PERIMETER CAULK, 32 x 60 46 46- 2 2 3 2 2 4 3C x 2&1J4 -6S (DSS) FIN 11PE BY OTHER 32 x 72 40 40' 2 2' 3 2' 2 4 3G x34 1/4 -50. (058) WINDOW 36 x 28 -- - - - - - - 34x12 1/4 -6Q (SSB} FRAME HADER J WINDOW. 36 x 36 52 52 2 2 2 2 2 2 34 x 16 1/4_ -60 (SSB), WDH. 36 x 48 49 49 2 2 3 2 2 3 x 34 x 24'1/4 -60 (SSB)-- _ _ - 34 x 24 1/4 -65 (DSB) 36 52 36 x 60 43 43` 2 2` 3 2 2 4 34 x 2&1/4 -65 (DSS) 0 36 x 72 40 40, 2 2 3 2 2 4 34 x 34.1/4 -5D (058) L/3 `` 44 x 28 -- -- - - - - - 42x12 12 1/4 60 (SSB) LI J:i;;:2- 44 x 36 41 41 3 3 2 2 2 2 42 x 161/4 -6O (SS8} E 1'V!NDOW I I 44'x 48 4O 40 3 2 3 3 3 3 42 x 221/4 -5(} SS$ HEIGHT 44 x 52' 42 x 241/4 -65 (DSB 1F�O� EXTERIOR 44 x 60 40 40 .3 3 3 3 3 4 .42.x281/4 --65 (DSB) Mai EN TYPE 44 x 72 40 40: 3 3 3 3 3 5 42 x 341/4 -50 (088) WINDOW 48 x 28 FRAME SILL _ -- - 46 x i2' -80 (Dss) 24" O.C.OC 48 x 36< 40 40 3 3 2 3 3 2 46 x 161/4 —50 (DSB) MAX.(TYP3. 48 x 48 40 40 3 3- J 3 3 3 46x22 1/4 —70 (3/16" 'z o 48 x 52 _ 46 x 241/4 —70 (3/16") 3--I 10 48 x 60 40 40 3 3 3 3 3 4 46x2&1/4 —60 (3/16 C1 3 48 x 72 40 40. 3 3 3 3 3 5 46 z 34-1/4 —60 (3/16 LiiWINDOW 53 x 72 40 40 3 3 4 4 4 7 tut x 341/4 —50(3/16"' HGT. GENERAL NOTES O EQUALLY SPACE 1) SHIM IF REO'D FOR LEVELING. ag ANCHORS (TYP.) 2) WINDOW FRAME MATERIAL ALLOY 6063 PERIMETER 'CAULK 3) CAULK BEHIND WINDOW FIN AT HEAD ,SILL & JAMBS. BY OTHER S-IM IF REQ'0; 4) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. I 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E13OO GLASS:CHART, SINGLE GLAZING IS SHOWN, INSULATING GLASS I5 ALSO QUALIFIED INSTALATION 6) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15%OF DESIGN LOAD APPUES. POSITIVE; ANCHOR DESIGN_LOADS WILL B€ LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF CAULK BETWEEN ACHIEVED IN TEST. ' 7) ALLATION: FIN FRAME WINDOW IN WOOD FRAME OPENING 1 5'1U 44i1T TWO BY WOOD DS WINDOW FIN & USING.090 INCH.DIA. NAILS OR if8 SCREW OF SUFFICIENT LENGTH TO PROVIDE MIN.1"EMBEDMENT SHEA71NG INTO SUBSTRATE. 8) IF EXACT WINDOW'SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY USTED 6" MAX.(TYP) ATH NEXT LARGER SIZE. SHEATHING � ° '(LA JOB #O4-222 BY OTHER 1" FAIN. I YOOSEF LAVY, P.E. • EMBEDMENT L6"MAX.(TYP). CONSULTING ENGINEER f { k S E1'T1 n NI 1 9550 FOREST LANE SITE 41 IDB 1001 W.Crash Rd.•Corrollon,TX 75616•F.D.Rox 8'9022-Doox,TX 15381 I ✓' I I DALLAS.TEXAS 75243 ELEVATION T: (214)340-DQ49 F(214)340-0067 ASSEMBLY DRAWING VIEWED FROM EXTERIOR SERIES 12c0/1500/Is70 FE & HE SINGLE HUNG WINDOW ORN. CHKD' SCALE: AR IP N/A ,1,- 1Etas44 [ATE D1F 1tiM-1,.H SHEET NO. 5/25/04 B I 11STALAllON 1103 W3 SVRFLOTI5BLO ( 3 X a rs IKNW Y K tTx 2 9 WDOO TAt4 1I-1111DrI6 JKUI:4A ARA111E w a MR?NR 0RARI(SS 190D 111m 1rtAL a 876 MIL) ASTM E1300 �Y 00IER5 2426 @Y OTNER:: 987400* NUMIXR(F#6 SCW" N4AI1E8 kX 01131 NIA& 1$34 SASHSTfiE INTERMEDIATE SIX REQUIRE6 84 FRA4 RE(1U"m M1 FiuYE 130 M R PARTIALLY JAMS rr .es dE a p EE t'MIM,R1u EMOMW' NT I i-1 :M"IMUM EMOMM.r6N1 ENCLOSED BUILDING 1MDT►1/ CRPkf3iY' ) At Exd1 AT EACH UP. LAO ( 6 3 NEAR SLL ,4AMS NEAtt OIL JA GLASS SIZE RESISTANCE MIN; EA$8£(14 NT M4N EMBEDMENT 3$x 36 -80 2 2 z 6 6 4 16'x i6 174 -SO (SSE) 2 7 7 5 76 x 18 1/+4 --,BO (SS63 36%52 -80 3 3 2 B- 8 5 16 z 24 t/4 -7O '(SSBj x b4 -30 3 3 2 6 PRA. ,� t`fk5'FENER '35x72 -7O' 3 3 3 to t0 6 16 x 34 t 4 -50 m Si;NED1RF. :48X36 -8O. 3 _3 2 $ a 4 22x16 48X44 - S 3 3 2 9 9 5 22x t91/4 ( } 8EHN0 FIN CAULK BENINO FIN -48x48 -6O. 4 4 2 YD 1O- 6 22x22 1/4 -5 �(SRD) 48 x 52 -8O 4 4 3 70 ttt 7 22 x 24 1/4 -70 (556) 48 X 60 -76 4 4 3 11 11 8 22 x 28 3/4 --60 _(SSE) 2934- Exterior 46 X 72 -61 4 4 3. TO 1918 JAiAB. 780•INTU04A4 MULLION 56x36 -S0 3 3 2 8 9 4 26 x 16 1/4 -80 SSS) SS X 44= -89. 4 4 2 11 it 5 2$x i8 IA -70 '(556) PERIMETER CAULK Horizontal P.RIMBENCAULK--- 56 X 46 -80 4 4 3- 121 12 7 26 x 227/4 -70 (288) °, 8Y OTHER SECTION" 2 Section BY " r SB x 60 -68 4 4 3' 12 12 6 26 x 26 1/t -50 { ) cs� .56 x 72 -54 4 4 3: 11.. 1i: 8 26 x 34 1/4 -50 (058). 60 X 44- � 4 4 2 12' 122 6 28 x 19 i%4' -60 Ste) .. BY 0'400 5 60X48 -84: 5 5 3' 13 t3: 7 28 x 22 7/4 -50 (S4'S) FASTENER 60 X 52 -79 5 : 5 3 13. 13 $ 28 x 24 1/4 -50 ,(558) tiRR SO4EOUtf GO X 6D: -65- 4 4 3 i2- 12 $ 28 x 28 7/4 -50 -(115'B) 6O x 72 -52 4 4 3 i 11 it 6 28 x 34 1/4 -5O (058)_ 66%36.' -80 ' 4 4 2 12 12 5 31 x 16 1/4_ -60 S?B) h� 86 X 44: -77- 5 5 2 13'. 13 6 31 x 19 1/4 -60 ($38)WINDOW 66 x 46 -74 5 5 3 13 13- 7 31 x 22 1/4 -OO ( ) WDH 68 1<62 -72 5 5 3 14 14 7 31 x 24 1/4. '-50 ( ) 66 x 60 -61 5 5 3 13° 13 $ 31x28 t/4. -50 (656) () P66 X 72 -48 4 4 3 i2- 12 6 31 x 341J4 -56 :(Elsa) CAULK BEHIND FIN. 72 X 366 -77 4 4 2 13' 13 5 34 x 16 1/4 -70 (058) O ID ID —O O _TO 72 X 44 --68= 5 5 2 13 13 6 34 x 19 7/4 -SO 1930 HEAD 72x52 -63-65 5 5 2 i3 33 6 34x22 1/4 -64 72%525 5 3 I 13 13 7 34 x 24 Y/4 -60 O (RSB) 72 X 60` —58' 5 5 3 14 14 8 34 x 28 1/4 —50 (058) 72x7`2 —45: 4 4 3 12 12- a 34x34 1/4 —45 :(DSO).. 88x36' —59 4 4 z is s3 4 42 x 16 1/4 r50 (056} vi ty OTHER PEWMETERCA 138 4 2 i3: t3 5 42 x 19 F/4 —47 (DSO) 19O7 F{xED'ItAIL 8$%46 —49 4 4 2 13 13 5 A2 x 22 1/a —46 (USE} 0 681<02 —47 5 5 2 13 13 5 42 x 24 4/4 —7O (3/16'). .-1 o 2959 LOCK RAIL- If O 68x72 / / _40- 5 5 3 14 14 .. 6 42 x 34 14. _ 9I3/ 6 14Z 3 GENERAL NOTES: '� o Vertical MAX.{TYP}. 1)SHIM A$ REQUIRED ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD SHIM MAX, ALLOwA@LE SHIM STACK TO BE 1/4. -co See"on 2) WINDOW FRAME MATERIAL ALLOY 6O63. WINDOWWINDOW3) USE CA[JLl{ BEHIND WINDOW FIN AT HEAD, SILL, & JAMBS, HG7, EQUALLY SPACE O, 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 E1300 GLASS CHART AND THE SMALLER VALUE MUST BE USED FOR DESIGN. 6) WHERE WATER RESISTANCE TEST RE(IJIREMENT 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. 2905 BOTTOM RA6 7) INSTALLATION: FIN FRAME WINDOW IN SPRUCE PINE FIR(SPF) WOOD FRAME OPENING WITH TWO BY WOOD STUDS USING 0.1130 NAILS OR 8 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 WITH NEXT LARGER SIZE. 1901 ILL -,6" MIAX.(TYP) i �r tftBS. 1001 W.Crosby Rd.•Corrolisa,IX 75016•P.O.Box 819022.Dabs,TX 75381 Extii'1Q► S"tvIAX.( ASSEMBLY DRAWING ), SERIES 19OO (MULL) /1 00 (MULL) / 1970 (MULL) Std FOT NOTE5i /J` T CONTINUOUS HEAD & SILL SINGLE HUNG E L LV t ! ION mm6t DOD 3 SCALE G t{ERAL P 5C4S SECTION 1 VIEWED FROM EXTERIOR FA/JO N/A 12/30/2003 SHEET NO. A';.LOY DATE I INSTALATI(k4 1900 MULL 09/24/03 B HcoMuLL& 97oMUU. W4 SVRFLOT15BLO ( 3 SHIM AS RE,O+D COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCA11ON CHART (SEE nromssj' ONE BY WOOD ASTM E1300 BUCK BY OTHER DESIGN PRESSURE TAPCON ANCHOR LOCATION' 1300 MPH PARTIALLY BUCK WIDTH } } 4" MIN: CALL WINDOW BUCK aB VOTH INSTA LATtON ANCHOR. EM EDMENT SIZE SIZE INCHES CAPACITY IN PSF LOCATIONS FNCLm 1 III BUCK BY OTTER FLANGE TYPE { WINDOW FRAME SHIM AS REQ'D. , 417 T r GLASS D CAkULiC,BETWEEN IAMB K (SEE NOTES) 12 T431/8 x 26 243 BC FLANGE CAULK BETWEEN WINDOW WOOD C MASONRY /6 ) OPENING T4 19 1/8 x` 5 —}54' A 4 G Ii) 1 /91231/16 8 th 736 SSB BY OTHt S Q 1a+ 50 19 I/S x 54 58 -T50 A.c. rout 161,v02 I/1s —70_ (55 -- 14+5 19 1/8 x 55 5/8 --147 A.C F.G,Hj 101/ 258/IS -70 (SSB) 15 13` 2/8 x 63 -132 A,C D.C F.0,H.I 1s 1j'$x 1/4 —55 ) 16 19 1/8 x 72 118 AC. D E F.Gkl.l 161/1*233/4 33 3/4 —55' 058) 1 4 MIN} " . 17 19' 18 x 84 X104 '/ _..... INSTALLATION 17 D,E,FC.HJ 16 1/9 t 393/4 -50- (DSB) EMBEDMENT ANCHOR 1H2 26 1/2x26 -133 A.C F,Ctt1 23.2/2.19314 —80 (556) 11-43 26 1/2 x 38 3/8 -104 A.C F41,143 211/2 Y 1615/16 —80 (55) '1844 26 1/2 x 50 5/8. -102 8,0 ''PC,HJ� 241/2x233/16 -80 556) PERIMETER CAULK CAULK-BETWEEN 1H4-44 26 1/2 x 54 5/8 -100 A,C F.G,I6J' )A1/2 x 251/16 —70 (SSB} BY OTHERS WOOD BUCK & 1H4+5 26 1/2 x 55 5/8 -100 8,0, 1 v.6,2-1.1 231/2 s 2s9f16 X70 (SSB) WINDOW WIDTH MASONRY OPENING 1H5. 26 1/2 x 63 —91'- 8,6 _F.Cm.1 ?3112x291/4 —55 (SS6) 1845 25 1/2: x 72 -79, A,C- F,G,H.1 2;1 x33 3 -55 PERIMETER OT H CAULK r 7- p BY OTHERS 1H7 28 1�2 x64 ,6G A.C F,G.H,t 231/2*310 -50; ) Ex-4 E R t OR 30x2 30 1/2 *26 --413 A,C F 6.H.I V1/h103/4 -130 (SSB) 1 CAULK BETWEEN 303 30 1/2 x 338 3/8 -6g A;C 1`,&84.1 V 1/2 x 1615/16 -55 (456) FLhyNDO TYPE 30x4 30 1/2 x 50 5/8 -78 AC F,C.HJ 271/1:231/26 -50 (SSB) READER WWINDOW FLANGE 50x4+4: 30 1/2 :x 54,5 -77 A,C F.O.N.I 271/2x 251/T6 49 ssa) WOOD BUCK 30x4+5. 30 1/2 x 55 5/S. -76 AC Foul 271/2x25 4/16 -49 (558) 304 30 1/2 x 63 -76 A,C 'F.G,H I v 1/2 x 231/4- -50, (DSB) ` �"'� J 3Ox6 30 1/2 x 72. -71 A,C F O,H.I 271/2x33 3/4 -50; (058) SEC7-' I ON 2 30x7 30 2 x 84' µS8 A,C F,O,HJ 2T1Ax333/4 -49 (058) 22 37 X'26 -89 8,0 .F.G.H.I 34x103/+. -80 (SSB) '. 23 37X36 3/8 -67 AC F,C,H.I 341113/14 -55 (536)[: 1 '! WINDOW 24 37 x 50.5/8 -57 A,C FG,H.r 341231/16 -50 556) -1� tt/� WDH. 2++4 37x5+'5/6 -55 A.c F G,H,1 34 x 251/16 -49 556) ; C/] � .f t+,..I BUCK24+5 37 X55'5/8 -55. A,C. FG,H.:. 34*15 159/15 -49: (5 8) Q)EX HEIGHT 25 I 37 x 63 -53 A,c F.G N.1 34 34*291/4 f/4 _ (046) i > C -52 A,C F,G H.I 34 x,33 (DSB) i w 27 37 X 84 -52 A.C F,G,It,I 341293/4 -49. 055) 4226 42 X 26 -49 A,C.. F.G,H.2 36*203/4 103/4., -80 (556) �I m 4238 42 X 36:3/8: --40. A,C F,O,16.1. 38 1 615/16 -55: (458). H•L•1 WINDOW TYPE AME D - 4250 42 X 50 5/8 -40 Ac F.c.H.t 381231/16 -50 (456) rc SILL 42+4+4 42 X 54'.5/8 -40 AC F G H,I 39 x 251/28: -+9 (SSB) 424+5 42 X 55 5/8 - A.C F C.H.I 39425 5116 -49 (S5s) 0 " 4263 42 X 63 -340 A,C FC,N.I 34 x 291/4v; f -50 (DSB) I � 4272 42 x 72 -40 A.C F;GN.I 394331/4 -50 058) (( 2 4284 42 X 84 -40 A,C F,G.H,I _ 391363/4 -49 (056) )' 4 Ac FF.G."J 45 x'0 3/4 -55 (SSB) PERIMETER OTHE CAULK 44838 48 826 48 3 25 -49-40 AC F.C.H.I 4511515/14 -50 (OSB) BY OTHER I I 4850 48 x 38 3/8 --40 AC F.C,14,1 4s:23 2/16' -50 (3/15".)j S 484+4 48 x 54 5/0 -40 A.C. FG.H.I 45x25 1/76 -SO:. .(3/16")f'f 484+5 48 31 55 5/8 -4g A.C F C,H,I *4x25 9/'6 -50 (3/15`) 4863 48 X 63 --60 AC FG,H.I {4129 t/4 -45 (3/18') •* 4 WINDOW 4872 48 x;72 -40 AC E.G,HJ 45x333/4 45 (3/15') HG°T. 33 53 1/e x 3B/8 -46 x 26 400 AC F.G,HJ 501tI.I 54 /x1eahb -0: (om) F 34. 53 1/8 x 50 5/8 -40 8,0 F.G,H.I 501/4 x231(}6 -50. (3/16") 34+5 553 1/8 x 55 5 5/8 -49'-40 8,0 C .Q,1Hl.} 501/98258/16 -5500 (3/36) PRE CAST SILL . - ' 35 53 2/8 X 63 A,C F G.N I501/94291/6 -45 (3/18") BY OTHERS CAULK BETWEEN WINDOW FLANGE 36 53 1/8 X 72 -40 A.C V.6,41.1541/9333/4 —45 (3/16') & PRE CAST SILL NTH"1+JLKEt: 116 ADHESIVE CAULK OR 1)T#E ABOVE ARE POSITIVE AND NEGATIVE STRUCTURAL DESIGN LOADS FROM COMPARATIVE ANALYSIS&HAVE NOT J I.ll l V 1 APPEt{3UED E4t)AL OESION LO S APPLIES, I CN'LOADS ABBE Lw T D O 4D O Ps ATO WATER? TES SUT RE 1 6:0 PSF ACHIEVED ON TEST. 2)'INSTALLATION I FLANGE FRAME VANDOW 184 CONCRETE OR MASONRY OPENING USE 3/16 D2A. H I TAPCON ANCHOR OF SUFFICIENT LENGTH TO PROVIDE 1.013,1-1/4 EMBEDMENT INTO SUBSTRATE" AT.LOCATIONS SH051R4 04 CHART. GENERAL NOTES. 3 SEE ELEVATIONS FOR KEY TO TAF CCN LOCATIONS 4)IF EXACT 1611680W SIZE IS NOT LISTED IN ANCHOR CHANT.USE AN R QUANTITT'LISTED 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX- 16111-4 NEXT LARGER SIZE,FQR THE APPROPRIATE DESIGN`PRESSURE REO'O ALLOWABLE SHIM STACK TO BE 1/4" 2) WINDOW FRAME MATERIAL:ALUMINUM ALLOY 6063 El E / 3) CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS,SILL MUST BE E LE `(V A I I O N „ �I ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL VIEWED FROM EXTET I" ' LII 190x, 4) APPLICATION OF VULKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT 1442 w.uq 9a cam,Tz TSOBb+I'4 6cq Bt9Ut2•D�kx tJ 7 181 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 'RIE5 145D/1550/157c SINGLE HUNG"NOVA SINGLE GLASS IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED. aRn. cHwc scnc AR I )P WA SHEET NO. &L0w 19P'8 DAYE DIE NUMBER 6 — — — — — ---- --- 12/08/43 IEINSTALAnON 14501 SVRF' LOT15BLO < 3 SHIM IF REOO COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART ONE BY wObD ASTM E1300 BUCK BY OTHER CALL E WINDOW ---- BUCK mt)T 1 MIN. DESIGN PRESSURE TAPCON ANCHOR LOCATION' 13{1 MPR'PARTMALLY BUCK BY OTHER FLANGE [YI�F SIZE SIZE (INCHES) CAPACITY IN PSF ENOL+SO BUILDING ONE BY WOOD INSTALLATION ANCHOR. EM FOMENTP LOCATIONS GLASS 512E DP'LOAD WINDOW FRAME SHIti IF REQ'D. T- EI"..HT HEAD IESIAMIF CAULK BETWEEN JAMB 12 19 1/8 x.26 -209 A,C F.8.HJ 161/0 x 103/4 —80 ($58) CAULK BETWEEN WINDOW WOOD BUCK E 13 19 1/8:x 38 3/8 —153 AC F.G.H.I 161/841615/15 —80 ($58) FLANGE & WOOD BUCK MASONRY OPENING 14 19 1/8 x 50 76/8 —164 A.C 1?GJ4,1 16 1/8 x 23I/I —80 SSB)) I BY OTHERS 14+4 19 I/S x 54 5/6 -150 AC 1.0.16,1 961/6 a 25 6/16 —70 SSB}; I� 14+5 19 1/8x55 5/B -147 A.C' 1.8.163 161/6 256/16 —70' ($S8) :f INSTALLATION 17 19 1/8 x 84 -104 &a D lr 6IAx39 N -55 {sss}. _-_ 4 -55 (I.ss) ;I ENBEDMEN'T A�CHOtz:' 1N2 26 1/2 x 276 -13� A,c FG,NJ 231/Xx ro3/4 —80" {see) i 1113 26 1/2 :x 38 3/8 —109 A.C F G.H I 231/2 x 1615/18 -80 ($58) PER)ME-IER SHIM IF REO'D: CAULK TH4 26//2 x50 5/S -1qi Ac FG.H,I 231hs 231/!d -80 {5$B BY OTHERS CAULK BETWEEN' 1N4+4 26 1/2 .x 54 5/8' -100 A.C F.G.NJ 211/2 x A 1/16 -70; t 1164+5 26 1/2 x55 5/B 100 A,C FG,HJ 251/2 x 259)11 -70 (SS8} 'WOOD B13CK"do WINDOW WIDTH MASONRY OPENING'' 1165 26 1/2 :63 -91 A,1: F.G,HJ 231/2429 I/4 _55 (5 8) 1#16 26 1/2 x 72 -79 A,C FG.HJ ]31/2 x 113/4 -55 (Dsa} PERIMETER CAULK cb! o BY OTHERS 1x7 2s 1/2 x84 -66 A,C FG,NJ 231/2;X3/4 . (per) BY OTHER EXTERIOR 3 300,3 30 1/2/2 x 32263/a -113-11 A c c G 16.E l/2 x 19 3/( _30 ( } C / CAULK BETWEEN' x x FLANGE -HYPE-- SE V T'1..1 N 3*x4 : 30 1/2 x 54 0 5/8 -77 A.G. F 8.16.4 771/2125 4/18 -50 (SSB} �OW FRAME WINDOW FLANGE 30x4+4 /2= A { } E1� 301/2 x 5/8 -77 A,C F;G,N,1 271 251 6 -49 SSB WOOD BUCK 30x4+5 30 1/2-x 55 5/8 -76 A.C F G.11J 271/2 x 259/16 -49 ($58) 30,5 30 1/2 x 63 -78.. A.C FG.H.I 271/2x`291/4 _50 0)58) 30416 30 1/2x72' -71 AC 1.G.N,I 271/2 x 323/4 -50 (D�SB) WINDOW 30*7 30 1 x 84: _59 A,C F.8,16,1 271/2 x 393/4 -49 (058) (( 22 37 X 26 --89 AC F.G.16.1 3I 4103/4 -80 (558)WQH. 23 37 X 35 3/8 -67 A.C 1,8,16.4 34 x 7813/16 -55: (558) 24 I 37 %50'5/8 -57 Ac 1,0.x.1. 314231/16- -50° (ssB) `� Cl) A � 24+4 37 x 545/8 -55. A.C� FG,NJ: 34x251/16: -44: {558} T t 24+5 37 X 55:5/8 -55 AC F 6.16,1 34 4 259/1.8 -49 SSB B EXTERIOR BUCK 25 37 X 63 -53 AC 10.163 3442"!1/4 -50 {1}} HEIGHT 27 37 X 84 - 52 A 34C F G,H,1 439 3 -49. { } ¢768 1 it J 4326 42 X 26. -49: A.C F 8,16.1 34 x 183/4 -80- (508) FLANGE ) / 4238 1 42%383/8 --40 A,C F8.1.1.6 3.4 a 16I5/1B -55 (558) WINDOW FRAME 4250 I 42%50:5/8 -40 A,C 1.8.16.1x23 i/ -50 508) SILL< 424+4 ( 42 X 54 5/8 -40 AC 1.G,H;1 39125 6/66 -49 (558} J I{ -42.4+5 42 x 55 5/8 -4O A,C' F G,1t3 39i250/18 -49 (SSB) I w fI 4263 42 X.63 -40 A.C F 8,16:1 34 x 391/4 50; (0,58) f 4272 ` 42 x 72 40 A,C f,G,}4J: 34x33 3/4 _50 {1}58) PERIMETER CAULK / 4284 42 X 24 48 X 26 -49-40 9 A.A,C F.G.NC F,G,H.r 34 4 3/4 —49 } `V Q 1+ 48261.8.16.445 4104 —65 I BY OTHER a 4838 48 X 3a 3/8 —40 AC FG.H.1 45 41645/38 —50 {ik59) 4850 48 X 50 5/8 —40 AC 1.8.N.1: 455 231/16: —50, (3/66')! o WINDOW 4184+4 ' 48 X 54 5/8 —40 A.C 1.8.16.1 45 4 251/16 —50 (3,/18")I 484+5 1 48 X 55 5/8 —A9 A,C 1,8.16,1. 143x25 9/16 —50 (31116"): @9 1 IGT. { 4,1363 48 x 63 -40 AC 1.0.16.1 45 429 114 —45; (31x16•) L.. F (, 4,872 48 X 72 —40 A;C FG.N:I 4451333/4 —45 3/16") 32 53 1/8 x 25 -40 A.C 1.6.16.4 50181 3'03/4 -65 (,x58) 33 53 i/8 x 38 5/8 -40 A.C F,G,HJ 509/844415/14 -50: (ISg) :I 34 53 1/8:540 5/0 -+i0 A,C FG,H,I 501/81.2313+16 —50 3/13 ` 1 34+5 53 i//aa x 54/8' -40 A,C F 8.16 501/81259/16 2 -50- (316) PRE CAST SILL ' S si t/8;x 763 _,I0 Ac >G,NJ- 591 x 2g 1/4 — — BY OTHERS 4x (31a'} .36 53 1 X72 —40 AC. F,G,HJ 50'1/61 33.3/4 45.. J 8) CAULK BETWEEN WINDOW FLANGE. & PRE CAST SILL WITH VULKEM 196 ADHESIVE CAULK OR C TI ON ' APPROVED EOI;IAL H I GENERAL NOTES: 1) SHIM IF REQ'D. FOR LEVELING. 1 t 2) WINDOW FRAME MATERIAL ALLOY 6063 LE TI V{�{� 3) CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS. 4) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE ViEWED FROM EXTERIOR 5) DESIGN PRESSURES SHOWN ARE BASED (N} MULLION CAPAC17Y ONLY PRESSURES FOR GLASS THICKNESS MUST BE DETERMINED PER ASTIR-1300 GLASS CHART AND THE SMALLER VALUE MUST BE USED FOR DESIGN. 6) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15Z OF DESIGN LOAD APPLIES DESIGN LOAD WILL BE 1 w. an u4 `LIMITED TO 40.00 PSF,DUE TO WATER TEST PRESSURE OF 60.0 PSF ACHIEVED ON TEST 1W .rA n 75ot6.rA.Bac ai9o22•oal 7s5e1 I 6) INSTALLATION: FLANGE FRAM€WINDOWIN CONCRETE OR MASONRY OPENING USING 3/16" TAPCON ANCHOR OF ASSEMBLY DRAWING SUFFICIENT LENGTH TO PROVIDE MINIMUM 1 1/4" EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART 1'' 145C/1550/'270 rc &1+E 51y E HUNG 491160039 E 8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER 52E. 044^, c"M fY SHEET NO. AR IP NIA N1c' 'T_w, DATE FJ JE 'UWHER 05/25/04 INSTALATION 1450 ,n/ SVRF LOT 15 BLOCK 3 GENERAL INSTRUCTIONS •ROOc DeeKSfor usa on seder sormk arer - ,ss +AW rrwd dCeR east ko rmwt of aa." • ar*4;t a rawtadurino seta To sae fu€if4 is a£[pum s'I5mn)wl kanb9f,haf. mwp - 4 sra3atiq,. ..G -aattd W !ffisiQAaa'•i'asx L"�l c4 a;t3 sk fke uknercfeacR $0 A At o L Ar S Fy and x d1 Ate # 'else f n93aed Mew# .4 4 3 ate. EYE DM 6 - i!#u as�+' "1L fX rut ird tcSstalT iri 'iWheta a Ctrs his rc nedarrx dxrss t5t *A m%Mar' st eta' mtf s tdher ks a e'(tQ1$1) S 1 SENTINEir, R3 t�aDa ten aoM sk₹" tit j W ktufutwar to x ta.f d al'Y.t19't59L rra9Wt t a . �fMfac,twad� �d�Rxtsuaxprlsalaretauta»btarypiwatoappkcaaor,atrfkr• otttufaxesyve'cazcadse�s^attrgares?zar$t t�a�atr�3�a� Wcs. bask a aaco s a 3 pramofTr�'8 togt*'far fta xr.':sgos+ �t a trs.hsxt.Ttetat tHiIiERLAXTf1EtIT:Ucr'.aYmtta Gdtfdthat hasa errg prxnt#q rnraaxai lH1T rtr�.:Rred thir.Q C9AF MATIRVALS SHINGLE 8 •W dt?vaga.taste tror3 rauh tamx rifLeKa 6t Nm a"Y2 pro ng xap wf a L s e wObi aCiw COLD flbeye a ER m4tNaLiCATIDN5t G CORP i Al a t USC m fdafox o t MTJOf S t is ai la n[31t CaCA q E at teach₹q dR Ura�ay�ee a mgs 3 bY;amy c d` uts a4 be a a s3 arc 3,S s-- ac a ad ri o 1tx. yaot best tnr'kTte for tx rrot�pt relae.Vleegea' td A" tsA3-� el e+S s.5c.3es YFA?3 ebe #akrvwV 6c _ °sue- Wt ht ,33rtaaArdypo anCce usuth be epae ee cr�tteh ee ee eeeeeC. dbeerd hstafbe ttaf,xibMma$uttnk x. MAUSARU Aria STEEP SLOPE AP$'LtgAflONSr Fee roof e5ee thW bee *AS EMER3ilAsm era tlpe see see dod-Use aM 3fr G7atIf bedetee 2r 775Othber F3 ee veriest?s1*fi.act 5e+tli+tpa nt.be 535eu1 3IIe3 lr9b3be&Se5be �Szd RA dhs vn d}bedSeUB'itNrNrtttt har beIfe a€Liter he s1 aa 23ze SXb difthe m7i- te7ft tt2ite di wets.(lsfebeee be bfe papetr,dbe utlr#'((1 eei*Oft bbar hfa3as eIf eefed Cefsteteeeabee.The she at'ISCareed €:sto daces or b.-Y.tre:'db Its p°Jfeoed actin.FIfeeeroieee be amen..besb Ifde nto bet_ b ird3 led S+F;ssm. deee et tee edt U+er dmfiaq teC dimakB tee laxtanaft sail batakrt w b t .EXPOSURE t S iZttran} sra of t#essh #[t 3x f s btfoar�f or ft 300th*bedakbosnt tt 10`5 .t mi vrtf rvt '3ost A f3mf xtsctsfte eraai be t;+omt' i arri f3ayr vert 's to cart of Gt`3»�ueves shngemx be NO eeo td tact Wbef) Riau ffyu rate:R If ire src n ae ottl--vd ad;soh€€t4 Ptres c t?a i S aft APPLICATION INSTRUCTIONS =W NO€€ESl5TAHCE1tF,f1##ID SEALlt1f3:'d' ehbeQfos Pe*oe a opodi te05 SA8rofJ6'+k deed 5tdret€J4A..RJfI.3c bedr�30 0005 S Tad hail>t or ensued:. t3rdyboulsftft xdEm fdakafarfdkexim f _ METALf EOC St- -a mod led Baca eCes 00 gst 4 co t t nay nit beeefdt beo0* $Deb 31'vat CCI Ifs, by weds efoeo xeobei W aro to e*oed to Cottoll & llypetetetoe.or d'to •A$ LTPI.ASCC10eeNw AN at as 0*d`:t fob thftoowo meteor to ASTM .ysteduty:dee msyrapes .F.C.to reel eodoe ranee CURS Type teed Four Nail Pattern English Snre Shangie;f2 x 36°(3O5-9l4mm) tv t7 .+' ' l'`Seai tt t�srtt e;Tt€rcat 4 Untl symonl:Steendard stop.-4/12 333mm/m)or more 4ee Un§1�7 ment;Low Slope 2/124/12 167mm 3tnm/m) irp Off of f✓.to told loo to r et Cl00fah by o rPARrwrt To Fasten: ferrtGub(Ee ) ledes bt unSrat dSrs ltd t�!8 .Rn5f��t�'Et of*npte5b30e' ' th1PORTANT: +tdataynttw. �1' 5 fsa,re.stt€tst NOT Cam 'rttomcaC. ... D st{sue f w.n nwur ta.swp. W S1trl�+rN ¢4' ., w�nsm llrh"N Ftt#nXiN mN16k�3.sum�u.la. ,r`!r kak aNP3 fvsamNa3afrnet ► d &tt F ma'tax•mmseF '_ lffi?t I3LA16rr. D Require A Six Nast Fastening Pattern? aaxrwrxr R s f 3 r a ra w P Use the clam-cf ins above with the to tavis mod 1 atiort, ' sent . as a�•o a:ma VJ fit f e the edict two fastening futons with four fetatfnfng p rtter ts, -) ,. "• ` (n ( a•ftaeman3 tM ka J \ ?rI. o P:� 1JQ ra9SC15E S�-{229tRs'ri)4rt}m Wirer$rid+1--1"tam),R ia*IaGa amrtq�. _rrpxx lea € eav z�r � � > f e abe vonaf ftsteanert f 4'{ cc tt)from e1Pet end¢i.1'(Z'rttft)- s esgaonxw a cm� ac €, s .e.s truootrffffoe 0 w O w 3 Q u Y a U = d r3 Starter Course 3 Fpn3t Course Second end Subsequent Courses Hip and RI NTett ytastthtg(Sloped Root to Verticel Watt) a z /G 1.3p y Starter Fret C tursee mean tees sharp₹as did tilsh�fh rfm xtat tdor .$R p s magr Si Start dim second stoat av ih aberw Set sue a Suit bet ewebrotl.Cotettow Ito 5 la`s Cu be tldC5e afidi ft*of out hip 8 nags be5100fbe that be of dlhe end 6Q { - suast mi;mursxu try twwwrgt rats w icanros 1t d cm?"okra ten 1a1. fewest eppfyae skims-Pnad m htsfe to S uaroarramn mi Ad ff mK aritytt s•'ot to W3,00 NOT uy scan .e shat'it ap ffu fw dam fnix "a,.-W at.fkffh oxrw m m t ,stdh carne An 242 tabs-S a sic awry p frp wkxt dirtcd3n. S — - 5 w �'7"� Nr k<araNt saw mmolf.ta Gars catfsa an.numeric toter band on?fie riot and may danede the ehrnglex 000.30030005 for a39mp•t to tau -e'.2a. aamenkt+stereo xnsh a SA stela,owl v 0o j -------- '� - r :he pattatt€ab a tar sibrmivam tmf₹sa�. J x 7 i _ �"^'` �;- tf4TE:Sbi ax may kA Raid'romEt'fa< ltd ak&r otar+axo a+rNt Cemw Drake Find hfp&r>d3xo' �r as' )s tr-3tr3rranf m n5 etmnsf Il ce+cevae rawrRrfper . ;: 1 -«. .. wi ahR'�us haa'1g G{kb2frma) trewma�ttep � tom, s tT�rx+,�z z 3 ' ✓' 'a"»'"e ^` ° i o•rbt •fd szda.Sffitt at si'dmr rake tirj acree+yW,. a --' x' # trirw*d rr fr:take. Taper f�twsr K,/ ngr 6^asecrf z xm a» - '°ey+.s r tads l :. _ N �.5 ttx�»arl? {Ns'ka9 k'are dad;:r,€d'nkze' 46ft-Al cn wwtiakc ima3`+ ����� ma+rr9 va = J y,'€,6w d-3•mar ,.-`" Gm#Kce - `-� s+<.ss ^"� Notn eQ.. � o t'id er ''.� rw�` •.+ .- �1�t20fnn1} � O �` Trm Nam w'l wF sexhe - ( weavvrx Jf \ ] N <euw w^.x'Str+•axma�cw 3swa+w r1 T F{-{mt+„m,! } S3 M#m wh 1•W t' •'Try r • \\\l ' ₹'t]kfP 'r."' fah=a+b'63e'W k +uw NNwhW kA°da` ` �3'T2iemr U ��'� ram f 3sprwsr+s ��Yut+y�a-fla.�a`fi&[e 0 •'m� era e,ud- - =' .y'' r ismwnmswxiemwaa "�" V„ r--''7fret .w.n FR' "Eq ncef z Chimney Flashing V Valley Construction.Closed or Woven Valley 9 Valley Ctfnstisrctan-Open Cut to A Valley Construction-Closed Cut Precautttsaaary Notaik Thane shnG#we oat 30eft on b �3 100Ues B10aol Of the rfiarat c.seof FeR'.f1ce wash h Via' c,..�3€ywa.v.,n.wr rm wyawm..vsam wi'�`ml�metrin. . cNmm a.uam: sd V'"xNhYsg4t{!=VtP'>r30e°t$te°AI:z3@at€he?&Shiilgk5 roll'ma y.Ti in Loot wdetFEtr3tttt ,.m„,. ,:n„ a° ..�� se'eww«» -,t; - Ns ..Nm.•a way rxim:ww..w 7,tM;mi dtaP ta:nd t o:f tom.mcr Y tid^ya.or of other boraces w semi.Wrola, r«,r,. cs..n wwemr • �,...,.-. .asxkw te'4+W mm3'"" �:.,a\ J-�.�-w�waw.:T. :va awr.»xti-"+ r+ma r«,y� 2.NamottW ';5f`'41"twt 'Y,' brC '91 mt wed'tsr a':ltas�2d9Gm camAodi, W .,..' Nr taws.. Nms- ;rwmoua enm'ata' "°'''i''uao'w`w kip ' xcx»xe ' -- xww tv. ax eau i - f V �y a s; .....� mra:rcaxa.mxr,. 3.At ftxpcfatd rrtr rrk he of Cuxs A tgga.. >„,<. -- -, waalrloos ' sacsaa'NSuatr httetsa'ra:ra+fboardsf Ste.beeta�aedts'u't7festakedyreeasta3st p .ctoesor =.. ,. wv QR ....: Ito prtaacdtd f;ren w 'rw5un door a o3 sYt.be 2¢t skat rxa•scram py°s.radlarrs, .__-_.. arc., rn x;aa' At raRfec cdext rats:Dt xf+xa;l'.an ar<Gs, rms•A ..r_ _ "fr• .,oay- - «..-�'T met ro S.f sEaitg s a'c Ea tr ap#zicd PP.GLEd3SEC CCiD Pctu.3s ar In an er A'erfe.whew -. �: � a =� ... =�wm dui 3r Z.�#i tiVf i't:fed;fatt:°a Sts�ihii;rF.the ShC iuk�S dif5t b?t'aott:.a:�i Z (n LLJ Z f )a -051 Sit tYuxt esfsfa'sn ,Nsxeoty. Q W Q r°" Nttda mwcm iNP'OwwA Rgak nab pm:mm to"m""me ortmu,actaa10 most gmaoc. a > a �'�.,,�\ Rr tad aRasak a,ai�res az:3 fer•xx:n u:pSate a» cdai'ffr c:8 aw,ry at klese,�sdcd nr 3€teat D furrlfR.xrxz z wkaru7itx;tXm 3at4r;arat Jr}S b&trd8 '5'"''�T rffiv Hsu,L rfaCa L;dan d to _ oe,�s-na.. t�azc ..,.,,'' 5» k *dtbv�.Si Any=E+�watiG 'r-ays'unv htrmaW tlE.�in5 3 bes.m IN andeiNeg $HEFT N�. ewN+ta•e»• 9rdev,3arrr.urtme ta�ml S ''gi45 a SSTYRXk'eta'ta faSaa{mt'aa �f-aFt bt 5&t'k-#'lE ib W¢rag �rarate₹tai vtxfG' desk S Yeah aw chloral or tA'ssn;N w:'oo,Fa w at7ar abc.� 3rttx�tFs art pPaaien. ,Cole S cart be d30dwd er wood.€bias letieto gtemertuns hzyx n iaktit to tv*., e. s'aeco5 sthx7 sutRact'his irtkades cu'fi- Sack ed shirgits a1 ears Ott rakasand a b osArAr knamdt 4 E€e R 1 ii otGessaty i'A#l3t u:dzdaYr'mesd to rtetp'Ys r boos A rut t7 T'et 0eo8Ir 00303 wen^ orptore FIa'ft'twetuttRrteef R{+v,+of tOot000)le eddOY etse 00 efM 099 f4S^a'Ytl5 K 0ioftodR'°R d X;'V°.h5'f t 00 eedlred f3•vi'5 Cdr'Af.W28.'tl'2 C3dr"'✓3*08:c 1, wxwym1iwo 30rat"sOOt acs;;rrevm a.aeue eeaa.dS-ss:za re330rrSiyut of0100 0r8srrsus 3 ' ) ] SVRF LOT 15 BLOCK 3 GENERAL INSTRUCTIONS €IfECK5:the u on new of teraafinp wvuk oeer we-asa%.wre necneted x^aad oh, from the range ef ee'-neaksg aitlts;t':es std le net a rranue1ect y*t2u�Enx 1 w5ehnesebmar ra(t'a2rtsnj rode wntwe,hnebnn atla' ate iron nelathp rate In fire at.*e 4 ipso.#€-s¢S eat tir.�k lab 7dtre 9t,uG: &]c aE A SN,NQLE,$ eSr w'k stro5f a stkteca- A nnbn as rewmro !A The En noon Assn. the shtrtgie t`w AmJ e 3 i�a�rl bwthnlel eet ' &e nn ap tae aIicm;N atrt n ren D o a£ d roily as r red en ra an.ks6 .ed Sal thick,an u sAt�o trot ttnsi bebee nrrrted.0a nSfastenehk°n dteecnrt Umttadoere muleteddarktatitoppbeobodk amo• Far Irl,Ap art a3 Sag 1n eecwtsa+rsetdogeet M'tbteh te �,SELECTy� }�M�,�Q bJ!aAr(t"FG RtxRf tttks en lataltl!q sar'rarr `nardital trrq'trtl Ors ptkri to eppktatuttt of stew For. w°kd iesialatse afanp nom:.r,ztrd s>dopes to aastMcraysdanr and aao other in T {{ m} _ uu beAt pint root cement UlJERLAYM0NT:ilea R shtnpt a has maf*d bm'tat9fs,irnnrd#?p l> o d1OTE:t trtrr#wed lb on the b staff are to P€cvrnt D.ttr t€ For d GAF MRTERdt1:tS R�� � itc ntioa n €es ed#datits.irNiNR9: MA ���r" *.,.I� t &;t�a MA zA ttdt AND AND FA37EN : saO n011e ertbanatap lau) reled_line ta'4nbc coined elect or kWeSAAD STEEP SLOPE APPUCA7XaN$.Foe loaf etrlal afrr DWI 21' Corr an.tdt-f2 huge,aert>sd.it tYad 0t s^t dr s7 tit raofttr{i r with aaads3#t" •1dmm (t75tAnm7n)0ertae:(dab 1101 uu uo wIflaal side waft),stoma nOAlni meal be enkarced by In 7/16'(t2rnm}on Seamier,Festrneis shai ld be ur deaiph to peitanari at lease 314`((9mm beoenesilMaetboan 1M00A4I at pig,000lodrT1a,'tar ad dabs of utorgie db borne 010 word ledo+A plst0rrh dtM plya€tde7 d ckS dari0110w toll 00 diArot Rosa whO1005S€- n en as inrmaled on Wlr44 1fentwc ebowo Tr'e 01onh moon be omourd 11erly 0010100 at i2- tam of rim Stea fwMp;(Poor At woo$ai'llie em 00114(0 Once t tanrorono 04 irte,10re ohm the Ste 14 her r } nun be"po tad belOte Seapap occu 31tittgles Sent be lend $kept (one •E3CPCdSttiti:�7ID'!: j/�jj�^✓� jj jj /,[j (�''"�J jj jj jj`j�1 /T J( jj jj//�'\J�(( •TNfdDUG#d YE Al iaaktaNhales Pxss:5a cvid v Athrottltr+etiiiadon tt ,l 7�l i i..! ! i irl'7 i !P JS I V Ti 4./J ?� .VnND i?S,Wtf S£ALdN6) Witteorm*ed m Stu€ek. r to fo tact: muti:tee praa, ttW59 al. \Y1101 tiESkraTANCEMANO SE#LtNCi:'Thews'sa sAauea.. Wtttar7t513raiarat that k&D kleetbr meedeul ltuto A.H.11-Ib,er ooue mMnnu wlIhettsme0Ca. lianas bonds the ten teudther ater anpaadr?n to sea.alai wssrm ter ttrr MEW.DRS+Emmdedlthltvltrnedeawodseban agedbyw tr FAR or w rraeynoe the 1S ftahaaplos wa dam- aX S T� apedbywk abeoastaimporarenotr.poscdtoatteauactutateteRpEraaas,ofA;t elf• •ASPNAL PLAS l teIIti For[rtesat k 100 ad b*.benem tomarmtoASTN sa%a(ant pats Nnv.the stl ins hero revel seta.Fwlure to sod under they circamotalacas resadna 041106 Tyne 1 or 1. Four Nail Pattern E=nglish Size Shingle:12'x 36-15.16'(306 x 938mm( undetdwyidtieM;Standard slope-4112((333nc dvtn)or mays Ondedeymentu Lour sbpn 2/12.4/12 lshrd R3mtdi m) ao Nusdedsymeet lover desk waft one Set of a Mml mnrdarbooied wduced A( dkMkM tf 9Atertat e el we foots llaekle oenp1000lymmorthe dedt wo t imt +t---._i'2"-14 i.? `a_r-7 _._-____.._,12 '4(305.31^urnm}- --a odellee.k0001Nanntgbawts1nocdn ondnotoymmmttn ytuce un:e oreverid i>000lg eb. keyeteoteoraleeteymtntaeilteen.1Iee a=sp ewou tr t6 s hs hK ld url kt ptact •.r--, --e. ....... ....... rid of 0aw abate ns#ii ear a 0011000 ne it 00 13001 dAaieaais atuin Wont et urn ky nlIn e. bAnd slag fo• t58adtl Al awes arts mirth bt nerd cart ii tettersmust dI tooth rd n of $%�"`— •t''t.5•�=trraiti ._.. 1'-2-'a're'¢13$rnm)•----'t q bBaA*'M$G9rdittsuar Ltfk Battferin faW7i4s wt#t fe2k5 taay'Aa Ca:s 449 ed 0e00 dtlt tkya:'i�Ad .'. £4£eaEatW31�SU tilSttfift�de 4ntd^18�W6'At S dtutlle ply�I Dbttortt Sd 9E dli s€Ingle up belttnd boor dew da€ts.lane lkuhGtq must owtharsl the road edge be (Iflntm)and Ratter.Earn tannIng mn.oventrang ilia loaf edge oy' 8'(f nO)and 14174 2A'fsfaram ,.* dacha d 24'(6`Cmaitl loeynnd figs eneioe wet One. beyoodtoboid*wollneWtlos rte 41000014000401100 or duets eta nod astptDCMd,i410100aC p0000 - ,. '... is _...... ..T eat a't'azrtenye tmws' s 5114"531' a en (i 14or 1 ltpiy fa try tart marl Uopm, nv rs zwr wkVa rvAa A F •" tx xna soon 1 tmir ifSit-NOT t3a vtpos 1f} eex ovakao,xe rsxxte .a%'. x a4ar r, i;z'€0Ovnt 01400 _ 3 D Act are.•#emar:4wi11tmi * 0 a ' 'w ear rig +a eiP,SWw<is Rre5ty` '♦, ��"�, Aafheces rPa 7e'{9'+N'J : Require A Six Neer Fastening Pattern' �, zrssi 1000 t+v air ' ice€ C� } Use the directions atone with the fotlewing nodtflca.ion: .ate;ems t w 104 s aw z o Replace the infer TWO tastetnir g iacdtronb with four fastening pkiO11rneflhh wren . wca ro. a as toorarwaro xt€e - s P( two l gten s 8't203mrt1)freer either entd-�f t-(25mm).2nd place eeonornedo ravesaaaw O w Two edditiona(fasteners 15'1381 mm)from either errO+1.1'(25inm) Q U + Starter Course +g Pleat Course 4 5 Third second Course Courts 6 Fourth and Remadnleog Courses Q — n Apply shaves. V Sa:t add 6pttaete wnt fill₹sAhgleS."akf EiLSdr rritn t;a sdarfet tout SNtrlss essay he Start and roan.wAgw toot as sh vm,irer€t a-(tb2m n,Fri#Yr tEte di 1Ae T€5th 1 t"{2T9Esart}dram tM brat ah9�$e In tiro coUes®41wn Continua wkh tui:shtnplas Trop Sit`ii4 2€t€Yf}bmn'ers£�i5 gripe at a#ts'Y.dSe.titcn drnd6'raue',ritld dt� Fes moss. N shi ow,positioniboshiveles nesdccxdand - t soarswr tAe 0ps aruss mat. ffetone,ddstia s coo r flatsping"sIfteauctiontomStepR W w 5rmraz emtu aawt.r»s ftaes tett fin rdAi or loth Az 0Ed dtrJT ray sttiFrgies strailn uP tna roof stca a Ssus Of fire ende udmvta.Thy r kt a 5'(127meo)rgtoaane- `hue wt)Ito wft stkrgtea o 5 na n«x ors. {pfo arzaur0 ran muse an ncantr mine blow on she ter"ar+m may da1Dl0 the 0110000 ecross the roots ka a ctiaik One every 8 coo ass m parapet nab J Z 1 i -`` eats Mp7£:SK+ssples may tx bk4 drum ash (� o ,,.✓ x+a , klt w risttri hwad lade.Start of r radar avr a t as mg"a a; edge wsGi stt:nptas Nw no 6`(Mmm) rwseas,. z 3 � W �{aa6e moi ewnm+t fg'- C�.+x ' t'r'r ♦ N A• _ S tbaX.P'!er'itb'eY wu<ro5 x tar.wr # U t•+ye.rvgip,r!itn D°a'4 a-K ns: 'rt�•ds .r.. —_r ♦ O O leer B`{15a?�$ ,3•A•s ..v (;a..q. s J♦ F61rg%n!�"a.s.. u f.vuMaw`.5 Ne ♦♦ ♦. iUed C,AUIM =<p x♦♦ " S ">,4'uavi L�:Pi» Z/JJ s O � raw Nmya. _�roaP+�+w+x�i� � `+' r'kN aa'+t. ♦ > '♦ ha€C}.ax. t„L tl 6 wsa+w♦a vH wa a000 000400 orereeedoaa ♦ fllA ffiY* tt^'F+Att.4rm"af" Precautionary Notes T nberanae Swiss sOnglan are rehl.$r:ap anp0alt 0r011140*'ttfi`duune of than 0010101 claroctenoncoc the 04gb T weteeprwfaip nra`o1 used,these sldsgies on, be will in r;4id drip end tit 8 Wall Fiastiirrg(Slogged Root to Vertical Wall) 9 Chimney Ftashing 10 VaUary Construction-Closed cut dsatret and f a n For P maple layer applkaaor,use hip and 0411 shinoles and apply as shawm.To entarm I.b rr d1Cn 010001 nit 004010104101 053 drauld alfarrpt be,rrwde to scr^aeato 01 00010$by o appearance.use Gt F TId RTEX(one bunata otllM00RTE(0 P14& ca'aars 2t s:n- sze n„u,,...,,,. . ;, pro, I wr >`« r.�,.W.0�,, "�'r ee •.�""•�«^ 2.. 119 toweather .r cx .act bre;;¢a la tote!wieanrem nrmean rnrm0 dams rcs nee eat 111-51 trlaiot5)dr a do:thia lmynl alpiicatan of lFnhtrtsal Hip&Ridye.Mr dzata w+ --.au +° *'„.�,",y, 0401. r a+aSajr y_ tf start wait 1t usckwss of prdcut Hip& nlrinlles and earb000€a1nrear wi.M: °: . _- ooaabta thtrknass.Fasten in:,seas roomer no si�applica5ton 000wn0 ApPlIr taps anal+Acre „ ;.'- «�`-`"�' '°°"" ' °"n'�1°a,""`.'--- f"} x."` 340 st exposed rn;ersas moot bent Gins A tppe- S ptewaignl di Flute ss+*maraww 9 re a . v 4.SKn a 0100 1000 as in a{fffafad bk?Atiad 9 mutt too pMato a 170"r(33"'G'Stern Z s,t71-4 a_ \\Y s F z. W:rulzaaw vs if parrot we to be:ttt&i s�- fwd- :.,a »a.•, a r fiat a:ri and tteo .. O r n t-xi:tee "- 94101,004110100101011.011001410.430401 p •ac t »sat pr mausf rat moron no owe.. nor s2sa;r tI 0 1'C xs�,�i�, .'+ awl w era aa�roll,.a�acaa gas»sa) .�� `.,'�r�''� w�«w�,r�•«.a.-�"' < ....:" •m+v,+-�;� Z � � Z•� aaCxt t$t a? a?.'.6'a FFNB Nip W Q ««+t€oaraeq, eacAraea. ld4MiRTRNT:ftepr€sake Dtomykdt N axadd adxersa ofdeda,kkrbad3mg 1144 ptowye. c�su zasF eta rvca attw. .,.a.,+� ,A fgff _,...._ - `", ,y..-..r-„ vs -a�oo-yr - .' !'did aspliaYsrl aetc. Argax, dowraiaut away alt know,curled as lifted stall- ;.r t �1 rr*.pirYtwla: an4 aes0ra - tl few rnafagt,S!ww ra Sur..a£sati 0fai!idone v !• uaruaza t `. 'rxt++o cs �.x p' ,✓� a�D-,s.SWmz i, noel s. s �gA;ler sh %nvsttatr 'n sr des o rs _€ .' : .—use,e. �", y,r-"". . �`"--,: :in';dlasmoo3isu a Tasf a bcoisut*a rt1 tnperatras11he oddepck4 SHEET NO. �a�e�uae rtaa s tr+a—! ..--w r er.ev f+CS '�, ° ';15ttatt iv p. t irtxaytt ayarrr *e inv cKhgr�mie terctiehs H.e ado tnm�aa+xn a+xa XraSN. .,can Daa over**Wsir -a pwaftm have truer taen td xavk+a e '' 00 an w:cep smeotn oe0tun loon otc.�.nios 011400 0504 old striroles at ow"2nd rakes and it neceah rr,r wmO i er r sYpx'e nea;kd 0101 lC+.tt3rn Sct#n Y!tf use htY tif»°x�a?Arid; R 2 it�essat{.ihstsF f?0.xapr.er°tN Grp ran s�-aztis.A rai^m. o T^t o sea v npoelom Lel 1E43 ={r„*A nmr ar Inn 1.041100 wwdolr/s€utn7 On emt5 orl rain b ttrx&on to nenOw'crooner mm x as xxai r'rxn 5.01 ktunen eh Cayoral a 0001 twwedcf x010.Aar drunk:.kola tUm?e4 amotrsct a s stet town maneot00tnlauo401111 10*0010000 sir: A2004 0dartras111 01 €onS anwa"nnlebei0203 3 ' C 1 /2" 1 DOUBLE 5 TRIPLE 4 APPROVED EXPOSURE T»$CK}LESS DESIGN APPROVED EXPOSURE THICKNE S DESIGN -•cY MODELS INCHES ±.003 PRESSURE MODES INCHES *.003 PRESSURE / 'r t ION 1 } .t1 ` 61.1 PSI: F"Ts� 12 004O 26.6 SF_ a 30.0 P + 60.0 PSF' A + 60.0 PSF TRMSIOV PTS-1211 12 .[ 4t 26 6 PSF. 300 PSG 60.0 PSF - � 600 PSF I _ 1 E1 [ .74 �` - X5.6 PSf 1 I .CIi4Q - 3O PSF MIXED SOUTHERN PINE OR EQUIV, PSS 1 QV 10 0.042 - 26.6 !}SF w000 B TTEN STJ! IP � P1a 1� 00 26.6 PaF LF11QV 10 (1. 26x6_tiTh PS 1hLL1H' Lh SIaE 1� F EA"r FR 3t T 'VIEW OF WE E WITHOUT FAS\ 4 > // Sall(woza �txfc GALVAI4IZED -ROOFING NAIL1 /8 , ...� ROOF R} x :R _ - A t EQY i /OJ—CUANNEL 1 O 0.C TFIRU THE NAIL HEM HOLES ag THE WOOD JOISTS. MINIMUM WOOD r1 — ____ EU EDMENT IS 1 3/ Alcoa Building Products t�. isINSTALLATION DESIGN A REVISED B IC D 130' VIE o '3DRAWNC FOR VINYL SOFFIT LI1T #� La RA ! S�rii SHEET FILE I~ IEr 15 - 1 B DOE SOFFIT Oat* SCQE; I IN1 5/6' (5) PLY PL' 000 2' x 3'4 r CONST. GRADE _ - HQRIZ. sIot c A*e WC SIDING u D SO[Jn E OR LGt* ; FASTUrED 10 CO NCRtTE #1l CK t T'F4 Jrw 3/16 Tit 0 12- 0/C L ,IPPltvW CP0SIAc T1 5S � APPS S Rtr TT1[ SPAC04C 1& 0C 1 4TS *.1143 PRLUR 0OtU tt [€S • - *O01 PR1 DW-41 !T 4 1/2 0.040 46,6 PST MCO--40 0 4 1/2 0.040' -3i2PSF 11111-40 4 1/2 0..040 -46.6 PSF CWD-40 8 4 1/2 0.042` -342 PSF` r VVA2(r) Roonuc iwi 4 -40 ,8 4 1,/2 0.040 -464 z/&" HJ4. SMWOIL UU-40 °6 4 1/2 0.042' -4 .6 P9 01PAr_45 9 4.5 1/2 0.040' -- ,2 P JB'_ tT4h ,fG< L441 8 4 1/2 0O48 -466 P TRU0 4 5 9 4.5 1/2 0040 -S.. PSF HO S & 111E Sit. ;WV -4 43 4 1/2 €3.048 -41.5 »BD-45 t 4.5 1/2 0.042" - 62 PS S1 -44 a 4 1/2 0,044 --46.6 4FPC- 45 9 4,5 1/2 0.044* 3 $f UP-40 ' 8 4 1/2 0.044' -46,6 PSF OD-45 9 4.5 3/4 .0. 4-4- - 3 PSF - iiDR-4E1 4 5 'FS 0.042' 9 4..5 3/, 0.046 -El PSF CW-40 0 4 5/13 0.042' =46.4 [ I7 0.044" �-80 P'SF tic --5 IO 5 t/2 0040 1+4x,6 F' F AIi O_ O CS-- 147 8 4 1/4 0.048' -8O PSF S cWWO--50 10 5 1/3 0.042' -45b PSI 5 5 10 5 518 01044' -46.5 Ps! ,4STUD A1t £11.003 WALL J J LD55T to 5 5/8 0.049- -401.6 PV Q ' I - ' 1W-5O 10 5 1/2 0;04-0' -�4&6 PSF oitcv-50 iO 5 5/8 0.044!` —41 s PSF JT414-51! 40 i 1/2 0 04O -4.6,6 PSI : r �3r a ► — Z L l -- 113 .t�4 —4fy.6 Ooh: e Z � /' a 1) XLCOA I.I. `l k S 1T P U 1 ARE ac. FO u h FUf4 TI tAI E lU (1042 -46.6 r°'AC cothOvO I1EtT3IG 09 CEE04C 1H1 RE EU1 I15 OF Try � C 11 S 5'8 t=1 C4#' -4 :$ t1 .3672 T,aliD.&J(O FOR P'FC S M .+ �O 0044 RtDs. r �° .�,..' 1We — 2) WA.-LS A,tUO sd TIT TO REC( Wt . s / S s &c 1551 10 5 5/8 0.04 3x' _46.6 PSI CF4tC F1 FUR WHUC J4 t lA:C(. CRACKS d4'J0 0EFtCTS fi T €s ; t r Ott 811P SHALL IS' £.4.l tt4TZO '6a-rJJ [LM11014 10 5 1/2 0.044' -41,3 PSI 3) •r(AU„S 5 PjL 9C TAB T'FIOoftD vet A 'E J SATLPATW FUT �Of HOT LESS 114 5 14 100 Sq, Fi. 'S OESCRMED u t S(C1101t -• D 1O 5 5/8 0.042+` -46 6 P5 27')4..6 (0) 4f THE � Tl_OFl A L14JIUHHC COoE 4) 1 1!s 8t sainTW"E 'ait Slbt [C / somi A.4T l:, 9L tSTAUED taws "t OT-SO 10 5 3/4 0.04►'--. —80 PSr w !< 9E t1 Fw tnN .A RECE Tu D 1 3C4 ltcT Oak V441RC R -` _ _ 1aCCc111pt1€ TO tE 1 F1.ORt Attq 1NE l L t 111 . I 11 is -- 14 5 4 i3�1}4 -- P5f dolt #t1M Rt41+tJ REM S OF 1##LS [lFfAlt+t r Al f11 A S) 0MAIU.11O11 OF 11 S ag / SST JIIC ACCCS ( PRODUCTS SHALL 8E 1O21£ Ut AGCORMXE 'x[1131 THE 1.UFG. 1N5ZUC110flS A PART: THE IPPUC81t sECM1 Or MC SO ft0RJOk IMOUX C INSTALLATION D I A €vts u' rnciwo 8OY C 1 1/9 DRAWING FOR I L SIDING It 4A1ll)COYMC 1 BILE hJAME: SK53_ 1 DADS 4 '99 .O r IE: _ j . I Tlv. 4�e'i51GTtL� 5A � 3 r Y` 5 Vu��t fr sa SHEET I N 2 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. , f__- /� Using marked position as center 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. r Remove roofing 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'/4" aluminum annular ring shank nails. With the first nail 1'/4" 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 1'/4" from roof louver end and a ' — minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping _ heads of nails under shingles where possible(see 700 Series louver roof vent I profile drawing). Seal all seams and nail heads with roofing cement. + --� O Ridge Shingle: N/A Net Free Area: Refer to manufacturers published literature W Minimum Slope: Q 2:12 LIMITATI ONS. Aiii __ 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. SHEET Page 3 Page 4 Frank Zuloaga,RRC Frank Zuloaga,RRC I N 3 Roofing Product Control Examiner Roofing Product Control Examiner 111 00 \ C n U > s-: z r >,O U __ __ on • T� X U Ii liii v > U C3 v UI in ___ - dr kilJ ______ N O.� cy�- o cn Z o o p vr� p [i, y O OGr p Z .= 1i : c3 N J__ 8 i? ti I-- U ___ iili ;! II Z Y o > a pi t� -�Q' U ? oo m O �' \O 1 �� � �� p .�X,�;b v; ��,; ..c.� ��� is �'� �•- � � j Q Q C'� � o >____ • I _.n aQ J O! c3 +"Cy U p " y U m .I CU � � �Q/J ` p_ ■ U J C c3 cS .� p�'�� ^ � � ,U � � J a� 2 � �T�, h.3■i '� N N �' N �' M //�+� �y J C C il N S I N cu r /�•� Q C �d■f 0 ■r M• (� U y� y a O �^ } L O U • • U ia �v N �� V' v `J O.'- (� Z FOB E- SHEET IN4 SIMPSON STRONG-TIE FLORIDA STATEWIDE APPROVAL LIST Product Description Florida# A34 Framing Anchor FL474 A35 Framing Anchor FL474 ABU44 Adjustable Post Base FL474 ABU46 Adjustable Post Base FL474 Approved Products List ABU66 Post Base FL1725 Anchor Bolt Wedge All FL5415 CMST12 Strap Ties FL1901 CMST14 Strap Ties FL1901 State of Florida CMSTC16 Coiled Strap Tie FL1901 Product Category Sub Category Manufacturer Approval# CS16 Coiled Strap Tie FL1901 Exterior Doors Sectional Clopay Building Products Company FL4914 Epoxy Set FL402 H10 Hurricane Tie FL474 Exterior Doors Sliding Florida Extruders International,Inc. FL45 H2.5 Hurricane Tie FL474 Exterior Doors Sliding NuAir Windows&Doors FL5340 H3 Hurricane Tie FL474 H5 Hurricane Tie FL474 DoorsSliding-Exterior Series 420/430/440 General Aluminum Co. FL5710 HCP2 Hip Corner Plate Connector FL474 Exterior Doors Swinging Plastpro, Inc. FL4764 HDA Bolted Holdown FL503 Panel Walls Sidin Alcoa Home Exteriors,Inc. FL5538 HD8A Bolted Holdown FL503 g HETA16 Embedded Truss Anchor FL1901 Panel Walls Soffit Alcoa Home Exteriors,Inc. FL5543 HETA20 Embedded Truss Anchor FL1901 Roofing Asphalt Shingles GAF Materials Corp. FL183 HETAL16 Embedded Truss Anchor FL1901 HGA10 Heavy Angle FL1423 Roofing Other-Roof Vents Lomanco,Inc. FL3792 HGAM10 Heavy Angle for Masonry FL1423 Roofing Other-Ridge Vents GAF Materials Corp FL197 HGT-2 Heavy Girder Tiedown FL474 Structural Components Other FECP Corp. ast-Crete Division FL158 HM9 Masonry Hurricane Tie FL1423 P P• HSUL Skewed Face Mount Hanger FL1218 Structural Components Other-Concrete Lintels Lott's Concrete Products FL 5092 HSUR/L26-2 Heavy Skewed U Hanger FL503 Structural Components Other-Concrete Lintels 8" Commercial Concrete Products(Quality Precast) FL 1774 HTS16 Heavy Twist Strap FL538 HTS20 Heavy Twist Strap FL538 Structural Components Other-Mullions-Series 1442/1445/1446 General Aluminum Co. FL5169 HTSM16 Heavy Twist Strap for Masonry FL1423 Structural Components Other-Mullions-Series 1445/1447 General Aluminum Co. FL5169 HTT12 HD/Tension Tie FL503 Structural Components Other-Mulls&Brackets-Series 5300/ General Aluminum Co. FL5169 HTT22 HD/Tension Tie FL503 P C/] HU210-2 Hvy Face Mount Joist Hanger FL1218 5347/5348,5350/55 HU26-2 Hvy Face Mount Joist Hanger FL1218 HU28-2 Hvy Face Mount Joist Hanger FL1218 Structural Components Other-Precast Lintels Wekiwa Concrete Products, Inc. FL 14181 HUS26 Heavy Joist Hanger FL474 Structural Components Wood Connectors-Anchors United Steel Products Co. FL572 HUS26-2 Joist Hanger FL474 Structural Components Wood Connectors-Anchors United Steel Products Co. FL859 HUS28 t Joist Hanger FL474 Structural Components Truss Plates Alpine Engineered Products, Inc. FL1 999 HUS28-2 Joist Hanger FL474 P P� 9� HUSC26-2 Joist Hanger FL474 Windows Fixed Florida Extruders International,Inc. FL44 1i W HUSC28-2 Joist Hanger FL474 Windows Fixed NuAir Windows&Doors FL5333 LGT2 Light Girder Tiedown FL1423 N LSTA18 Strap Tie FL1901 Windows Fixed Pittsburg Corning Corporation FL1 363 LSTA24 Strap Tie FL1901 Windows Fixed-Series 1100/1900, 1450/1550 General Aluminum Co. FL5169 LSTA30 Strap Tie FL1901 LSTA36 Strap Tie FL1901 Windows Fixed-Series 1100 TDL/1100/1900/ General Aluminum Co. FL5169 0 LTr19 Tension Tie FL474 1970, 1450 TDL/1450/1550/1570 o r LTT20B Tension Tie FL474 Windows Fixed-Series 5000/5300/5350 General Aluminum Co. FL5169 R LTT131I31 Tension Tie FL474 LUS26 Joist Hanger FL3750 Windows Horizontal Slider Florida Extruders International,Inc. FL43 ,r„I Masonry Screw Titen FL2355 Windows Horizontal Slider NuAir Windows&Doors FL5331 MBHA3.56/16 Masonry Beam Hanger FL538 META16 Embedded Truss Anchor FL1901 Windows Horizontal Slider-Series 1180/1480/1980 General Aluminum Co. FL5168 META20 Embedded Truss Anchor FL1901 Windows Horizontal Slider-Series 1180/1980/1990, General Aluminum Co. FL5168 MGT Medium Girder Tiedown FL1423 1480/1580/1590 MSTA24 Strap Tie FL190I MST M24 Strap Tie for Masonry FL1901 Windows Mullions Florida Extruders International,Inc. FL3136 MSTC28 Strap Tie FL1901 Windows Mullions NuAir Windows&Doors FL5722 MSTC40 Strap Tie FL1901 ri MSTCM40 Strap Tie for Masonry FL1901 Windows Single Hung Florida Extruders International,Inc. FL42 3 MTS12 Twist Strap FL474 Windows Single Hung NuAir Windows&Doors FL5330 MTS16 Twist Strap FL474 Windows Sin le Hun Series 1100/1900/1970 General Aluminum Co. FL5171 MTS18 Twist Strap FL474 9 9 3 MTS20 Twist Strap FL474 Windows Single Hung-Series 1100/1900/1970, General Aluminum Co. FL6107 MTSM16 Twist Strap for Masonry FL1423 1450/1550/1570 PHD5 Holdown FL503 PHDB Holdown FL503 Windows Single Hung-Series 1140/1440/1540/1940 General Aluminum Co. FL5171 SDS'/.X1'/: Strong Drive Screw FL1463 Windows Single Hung-Series 5000/5300 General Aluminum Co. FL6107 SDS%.X2% Strong Drive Screw FL1463 SP1 Stud Plate Tie FL474 Windows Single Hung-Series 5000/5300 General Aluminum Co. FL6107 SP2 Stud Plate Tie FL474 SP4 Stud Plate Tie FL474 SPH4 Stud Plate Tie FL538 ST6224 Strap Tie FL1901 THA222-2 Joist Hanger FL474 SHEET NO. P1 3