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HomeMy WebLinkAbout36104 SHADY BLUFF LP v SVRF LOT 12 BLOCK \\Tindward 5439 Beaumont Center Blvd. Suite 1050 TampU s, Florida 3 3 634 "�' THE SEI SEAL ON THE DRAWIN6(S) INDICATES STRUCTURAL 1 3 ENGINEERING RESPONSIBILITY OF THE PLANS FOR COMPLIANCE WITH THE FLORIDA BUILDING CODE(2OO4 HI/ (813) 885-7744 OS SUP.) CHAPTER I6 (I3Omph,EXP. "B", IMP. 1.0,PART. ENCLOSED, INT.PRES. GOEF. +/-O.55)ONLY. GENERAL ARCHITECTURE,LIFE SAFETY,ACCESSIBILITY,ELECTRICAL, PLUMBING,MECHANICAL,ETC. I5 THE RESPONSIBILITY OF OTHERS. THIS PLAN HAS BEEN DE516NED FOR 13O MPH PARTIALLY ENCLOSED,EXPOSURE "5", IMPORTANCE FACTOR I.O. ADDITIONALLY,THIS PLAN DES16N COMPLIES WITH THE INTENT FOR 12O MPH ENCLOSED,EXPOSURE "G" ' B - 130 MPH AY' IIIIIIIIIIIII� IMPORTANCE FACTOR 1.0 THE PALM THIS DRAWING AND DESIGN IS VALID FOR A PERIOD OF I YEAR AFTER THE DATE IT IS 516NED OR UNTIL A NEWER VERSION OF THE BUILDING CODE,HAVING JURISDICTION, IS ADOPTED,WHICH EVER OCCURS FIRST. 13O P "B"-O6 ELEVATION 'C' DRAWING INDEX 3-BEDROOM / 2-BATHS / 2-CAR GARAGE FINISH FLOOR ELEVATION SHALL SHEET NO. DRAWING TITLE COMPLY WITH ENGINEERED DESIGN~ COVER AND INDEX PLAN # f0624 AND CI OF ZFPH Pjliil_I_ AI SLAB INTERFACE A I. FOUNDATION PLAN A2a FLOOR PLAN A2.I a STRUCTURAL FLOOR PLAN A3c FRONT ELEVATION-'C' A4c SIDE*REAR ELEVATIONS-'C' AD I INTERIOR ELEVATIONS AD2a BUILDING SECTION 4.DETAILS-'C' E I ELECTRICAL PLAN F I FLOORING LAYOUT MI MECHANICAL LAYOUT ° e f OS I PLAN OPTIONS • 5 STRUCTURAL DETAIL SHEETS ! D DOOR SCHEDULES, DETAILS#INSTALLATIONS W WINDOW SCHEDULES, DETAILS$INSTALLATIONS R ROOF SHINGLE INSTALLATIONS IN SOFFIT#SIDING INSTALLATIONS P PRODUCT APPROVAL CODES AREA TABULATION TABLE (IN SQ. FT.) STRUCTURAL ENGINEERING AND NSPECTIONS INC. LIVING COVERED GARAGE LANAI TOTAL AREA AREA ENTRY UNDER ROOF SEI 'SS.' ISSUE HISTORY 1724 32 417 137 2310 NO. DATE VER DRAWN DESCRIPTI0N APPVD 16105 N. FLORIDA AVE, SUITE B, LUTZ, FL 33549 - 10/03/05 4.0 '55UW ORENG'NEEPJNG PH. (813) 849 5769 FAX. (813) 849 5770 10/03/OS 4.0 - 2004 FRC UPDATE -F- 12/19/05 4.0 - ENGINEERED - FL EB NO. 9196 05/30/06 4.I my VER510N 4.I CHANGES xx 06/07/06 4.1 YNR ENGN ERING REVIEW DUE TO VER51ON CHANGES 0LC ••+ •• PLAN NO. fO 24 02/06/07 4FBC l2006SUP. THOMAS E. MILLER, PE, FLA. REG. NO. 56877 `' °" '.' BYRON K. ANDERSON, PE, FLA. REG. NO. 60987 E I ' VERSION NO. 4. I °• y DATE: 05 3 1 06-22-06 p"aa� U Z all C CONC.PAD AND B"MFR. 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GATE VER MBYN DD CP!FTI0N' A-VD ---_ _ Z Z 08/22/OC 4.0 - 1551_-D DCR DNG.N_FKA'6 - a >w o a 003/05 4-0 2011 FRC J;'�Al' - 9/05 4-C - ENC"/EECE. - CE-CO/CC 4_ ` VEh5:ON 4..Cr.AI/E'D/ OAT/7/06 4.! YNR END,ADD//IN:Rf If'N 03/TOO✓ CCN 0'1 OX SHEET NO. NOTE:A FOUND 1 ON 5uR/Y SNAEI BF PERFORMED AND A COPY OFT E A C ,A' 'B, '�, f D, & ,E, PROPEP Y A� BF ON HI F FOR 1 r F BUILDING , 5PFCTOR5�sF OR ALL LAB INTERFACE A l -__.- PROPERTY MAF�<:`_RS �r1ALl E EX.OFD AND A STKING STRETCFiFD FROM 7 1 7 _- -_- -- MARKER TO MARKER TO VL0IFY RLQU RFD 5F-3ACR5_ y,_, x 1 I.G, SVRF LOT 12 E,= °_ m _�nGSLa� aF � rlulsn cewe 3.I rz•CONC.5: 148 40011 8 E ' Z X '- " 5'-0" 3''25O4 3'2' 3'-0' 3'-I d• I'-2'� -Z` R crorvruzas 1 yL LONG PAD U A 'ii SIZE BY MFR. Z • r------------- -- --- { - -- -—- I —-- v•r=�24'X 24"X 6'd I `T W CCNCRETE PAD o iI 3- _ I i I n cn LL O 1-STORY 161N EXTERIOR MONO FOOTING A THICKENED SLAB EDGE %T cs/n s REBAR i e8'CONC=G z N" z — EACH WAY WIN)#5 REBAR I F AI.I AI.I _ ' `� CONT.—� _________ � i ■ m FT o m O c� oe of LLV.-3 12' i H 3 NZ'550WEP I_G'. 2'-8 RECE55 Ur ��Hx LL T ' -- -- . SwF,,; 2• -,, -12 mrvc. 6. z, v rB 3,6 12,2- i / Sab I I scATION H I J i : Y i 14•8• 25'4. 1 p ~ K �� THINCKENED SLAB AT GARAGE(BEARING) EXTERIOR DOOR SILL !u \ ------� ------- -- ALI AL! ' i 'Al ''- ' v ii U I I a ALL 5TEFL AC-'J,ORC MEN-5'IA L'AVF A To TO Il 1 C'.NIM'111 CF 3 C3'IC/C FE COVERAGE WHEN .' .� - - I _ •C C AC WI'H(A/Dr'A : t e0 ■ — T _ — o --CENOTFS N NCOW AND F�V I - — yfl w s • o n- o O m ' GOOK LOCAT GN5,7YP. , ,K 4 E h On C RAJ O�BAR IFRON tE4NT Rh ITE' R6 4T-D I 4t 1,A2- C M A(T v O �� ,oMrv,��s I . � ■ M = GARAGE DOOR RECESS i; ;; c oNAauvoRrrs i1 tt CO 5 5SIE`-T B/051 FOR 5 /5. OFT.CCNG-� L 161N THICKENED SLAB AT GARAGE W/O UPLIFT E 161N EXTERIOR MONO GARAGE RECESS F %? � L --------- m a ALI ALI i --I--, a N __ e z '/' 0. , I � 14.4.. i ` W I z 3 1 ■ __—�_-.- R ii LL ' I I I LL. i - I I �--1 ♦ i LU Q 3 ■ I I,,;N SHALL o C - ( I = z I , v +,7 1.. ; 4v I i IT- rT G�IONALCARAG ■ H Q FiN1S L E Est DESK v COMPL c N5�P I I IV I I —tat t I I r T. A^ND/OR I I 24'X24"X C"d j I F CCNTRC.FCIAT 1 Z CONCRETE PAD 'IA WITH IN 12"CU C5 I v D `T W/.3)4 5 A3AAR I F '1 FL "ACEME'JT j O I m FAA WAY : ' U- I I SLAB CONTROL JOINT ■ I ----- ------ ALI I q z-I° CD O �,,3. rs I _ I ISSUE HISTORY ■I NN O w Lu Z Z 1 _ 40 N r SHEET NO o o C . . < F� �.a s NOTE:A FOUNDATION SURVEY 7h AI-1-BE PERECRMED AND A COFY OF-HE 1 1 1 1 1 1 1 1 1 1' _SE1 ' SURVEY Sh1ALl BL ON SITE ECR Tr BUILDING INSPECTORS D5F OF A,,_ FOUNDATION PLAN A B C D & E PROPERTY VARKER5 SrAL!BE XPOSED AND A STRING STRETCHED FROM f 7 f MARKERTO MARKER FC` ER!h REQUIRED SFIBACK5. SCALE:?4x36: 1/4' I'-0" I I x 17: 1,5 I'-C" f: "`' ' 14-V 25'-4" 14'-0" 10'-8" 10'-0" 4'-8" j Y NC COND.ON j ZS SH 24 5H CONC.PAD SIZE � AD2 6'-8"HD AT ?EMPERED O LANAI BY MFR. EGRE55 6'-8"HD HT v ■ --------------J------__--------- ■ ___ 4_0• ' 14'-8"'9-A• c - CEILING @ 5'-O'A F.F. _ - __ MASTER SUITE LANAI CEILING TO B 0 14'-0'.13'-4' MASTER E VOLUME CEILING ,1 UJ O FINISHED'WTH EXTERIOR VOLUME CLG. o a r GRADE I12"DRYWALL N N Z N, 00 I4'-0" 4'_0. O'-O' n 2868: 1 '/ - ~ z W ... ° 2068 5GD CLG.RIDGE ^_ LL LL HB (IISHeLF W (n LL O w a 6' i m 6' 0"CLG.RIDGE W.LC. Z >r W u O CLG.@8'd' QNJ WOf 1 1468 Z �-J W _ol (1)5HE�S 268 BF W 0? wO 3'-I" Q W.I.C. N oLL FAMILY ROOM = CeIUNG @ 8'-C" ¢ z= < z O U 25-2 fl I'-4"D PUNT BEDROOM 2 o LL 00 VOI UME CEV'NG 500O510-A I I'-0"+1 2'-8" ■ _ } AFF 1 0150 L0 5'8' CEILING @0 0 � m Co v d BATH 2 A;;1 CEILING@E0/ N 266E P.�7 `5- 9 O _ 0 /0 IL cv ■ AD 36"ARCHED r _---m .C ACCES' m �OPNG.TOP Al NC: ■ 7'-A' 9 1 m LA� �I I 286E 1 66 o � O 25010150. 5 TOP AT 4o 0//i�2"� � ° �4'5" BEDROOM 3 � 1D-L J � PAK TOP AHe' - . -_ I I-0"z,0-6" ■ _ I = CAFE CEILING @ 8'-0" O AN oN BOX 3 2" 4 1 1'-8• O @ LAUNDR - - OPT_COND 36"AFF I S c-G @ e'-D m'' ■ � �.L� O 0 OQ I;5HELF WFi 00 FOYE 12 130 r� A - 22x54 ATT.C.cuss v` 3068 _ IELF __.�� PANT�2 :111 J Y 3 _ ■ KITCHEN EAhI /i� O o ENTRY - ,. FT IL5 v OPT.A JE5. N < v ■ ■ v � i I OPTIONAL GAKACF = - n ;f ■ • E RAISED - - - I R\ �_ CRYJvAL.BAND r FT AOS OK �FAI-.5 _ (,TOP OF C " J❑ ECK I' FT. Q GO j AH/U/'CSEONOEL ROM LI 5 z 4'-C' 4'0" i'_1'^ 2. ' 3-8'. 2'-I O" _PA"'N GARAGE C°IL'NC/ 20'x" Q I. a COOL/S/C c"n'G.'CE UI.; GARAGE o 1152 LONG— 7-4" ; 33.137/1153./I'* ' LA C =-32-.- o i uG 38 C i:.F.F. O ( li 5T,11 'AJIT LL 6R N'� 6 25_�PF �� oA�` ,VA: 0 i0a 8 F (N U 1 - "DINING ROOM , v , I ,,0- I ■ ,ot MF ,!ING 1 - RH 3 E S:I _ ___ -.. - 0 GG'ID^i7 o.;rD HT IS 0 4' ' z SUE HISTORY 2. o 2 o uzv,N 14'-8' c G z g NO_ CALLD;SCK'P PION V'FK ' �� — ---�--- 3Y I O C Q Z LC ll - SQL C F R ENS NEEK NG - — -- — — ___ LLI Q o rNc oAr- a > o a oN _N RIN b r JE TC v_0,1ON CHANGES ac SHEET NO. NOT ALL PLUMBING.ILLC KICAL AND MLCHANICAL F LOO R P LAN 'A', 'C' 'D' & ' -- -- KOUGh-INS MUST BE CC N PLFTF. IN5PECTFD AND AI ROVED BEFORE RF_QUL5TING FHL FRAMING INSPECTION. SCALE_24x36: '/4' O' I- lib"=I'-0' • ENGINEERING NOTES SVRF LOT 12 BLOC 2q 3-P!v 2"NA BUILT-UP COLUMN(BUC)WI/I)SIMPSON 211 16 AT BASE N5TALL 5142502 HTT I E PER 5IMP5CN T-ANCHOR5PEC. � <g z iF N N b5 CONTINUOUS PRECAST OVER MULTILE SUPPORTS.RETROFIT51/2"LONG A 3"WIPE NO ACES AT INTERMEDIATE SUPPORT LOCATION5 TO ACCOMODAT VERTICAL CEL!REINFORCEMENT AND GROUTING.NOTE: xjQ 5TEEL WITIIN 11UCWSTSAAL__PE CONTINUOUS. ■ ■ •_ ■ INDICATES I NTFRIOR FRAMED BEARING WA_. INDICATES(1)#5 REBAR/ 12 CONCRETE AL EU CALL z r COSTTINUOU5 F OM FOOTING A 1 LANAI A O r m TO KNOCK OUT LINT€L(TYP) O 1 U m 0 W M p p INDICAT 55HEARWk� W "I p 0 MASTER SUITE MASTER z N a z z 5HAD`D AREA'N'J'.Ch E5 CLG.C 7'5- T OILYROOM WIC. z z 2 z --- BEDROOM 2 o a O 0 15,tio„P�����xt. ■ � � x9ev=oPf^SIG frv?..-.ni! A U ~m 8"x18•BOND BEAM WI 8"x8"PRECAST LINTEL A �7A ■ = N _____ i I k,�- I ■ m L ® II II BEAM WI 8x8'PRECAST LINTEL R m 8' 16 BOND ^tt M CAFE BEDROOM 3 ■ p C X G m r , LAUNDRYO 0 W N II l O I 8'8 PR CASLINT LW(1)#5 REBAR / FOYER ,-Y� m CC KITCHEN 1 ICI UNRVTB �� I ,1 i--1 E_ 2 U W •.-1 1 I �� ■ ■ 5H=D a�sA � = O ■ ■ oR PKG SEE O tuna,G 1 i 5_VIC DO 1 i, ,❑APPL FOR TAll5 LL O I 11PA-------- I 8"6 RECESSED LINTEL W/(')#5 REBAR 1 1 GARAGE U C) DINING ROOM ET Ir � N O cD Ln 8514'BOND BEAM W NSA'RECESSED LINTEL O O O ISSUE HISTORY z. 0 NO_ ±_ — DSCR'.P11O/C 2511/0Z F ~ - - 8/?? FCR ENG 1/PP NG J W < GE -E:'R A T` 5G_ xx YnP ,I TII_PEA IFFY c :eR51 N r.E OLC a s SHEET NO. KOIGhNs'mu 'Fe'cor l ti)A C NOA P c STRUCTURAL FLOOR PLAN 'A', 'C' & ' S 1�e BEFORE REQUESTING'/1E FKAV!NG P'5''EC"IOty _, 5CAtE: 24x36 I/4"=1'-0" 1-: 1 ea��� -"' I/6 2'-06 FEB 0 i , I o R oy£Cs�Ga w�tlo. U Z O rn Ono 0 (I) LL O Z N05 Z Z 7 Cu W a J uJ z m -0) at < WX Q W > w o 05 Z > J J 0 U Q0)ti d' Z ❑ —Q L C) W Z I z gZ H oa o� U a° I— I— C,) A ?ne component For this protect Is a ste spenflc ELEVATION GENERAL NOTES: U pre-manufach.red system_ It is the responsrbd ty of the speoolty enyineor for the manufacturer to design the system,components, DENOTES DESIGN WIND m connecr,on5,and the attachment of the component/system Co the structure for the loads_Ouch load case shall be cons Bred. PRESSURES POR COMPONENTS AND CLADDING(PSF) � The Engineer of record reserves the right to make revisions after said DENOTES DE51GN WOOS[CO IFil m enyneenng e prcwded For review_ AVERAGE PRESSURES FOR IIFII COMPONENTS I AND CLADDING(PSF) 0.... > ROOF VENT INFO. 5TCO- O vi TYPt QUANTITY LINEAR FLEE STUCCO(UNION APPLIED PER A5TM C 92G,T—ICA O RIDGE VENT 20 FTr 0 STUCCO OVER WOOD FRAME- • IDGE OFF 7/8"(3)-COAT STUCCO 00150 APPLIED R VENTS 4 L J PER ASfM 0 926,TYPICAL a ,r jun-Cu) -- OVERHANGS. Q p L EXCEPT G'@ GABLES. 20x.3,0'tF.LO�';_z ,q TAILCUT U.O N. `V 3 BANDING -z J � �o un ALL BANDING TO Bt.,C000....T o I/2"WIDE I/4 FFP SMOOTH'10150 IN5'.DE SCORE LINOS, ^^ �.{ U.O.N. LL U VO W - g 0525 UPS LOUVER I Z f- O UNt OF INTERIOR SOPFIT ♦- FIBERGLASS 5r'.;NGLE5. Q TYPICAL 500031 TEXTURE.SCOOT W BANDING,TYPICAL J U'ALUMN'VM FASCIA. W 4'w r 000 000. TIPICA. SHLfTFRS,unFICti z Of - TO,0 M SONRY TC. MPSONR: LL- ` ` J \ fr-Ij INDICATE O C. V O r'TURv: F �� 'C'C7 JLIfJCT ON JR^.T O O- t-S�OZ D F'A'D, -- LOCAT OI C) �f',CAf — - _-.. _ _ b•. uit - b COACH I[ T.PTir AI. I-3' 9" o I flflLJ HH ISSUE HISTORY 1 1 I� 6 ML 0 W NO Dzf N _ _ ivP�CA_ Z W Z CY 4c ©20IryN 5 Q — ..__ __ A DMl_____ ____ (_________—__ .__ F - u u pang ❑❑❑ J W Q FR - 'r,; 352 F'.'J.Sr�<<.F I Ff .`FR O( _ - .,G57„C 4 YNR J�n_`t N.,cL� =W� -_ - - `S4 x ti ,N'GFS OlC e sI_r ;r.r SHEET NO. FNfP Tnr SAY VARY -so_z G a nr HT ,TJAL:.7t. clo — — FRONT ELEVATION = `C'`{ e1SEI 3CALF_: 24x3G: 3B'=!'-,: 7 3,r I G"=I O" p,. RIDGE VENT tag Y . FIBERGLA55 5HENGLE5 t -g G'A.JM'.NUM 6 U TOP OF MA5ONKY TCP C`MFSONR" Z Q U O 0 : ELEVATION GENERAL NOTES: Z F rn z z U.O f G FINISH TYPICAL .. - D J" W Q'_N T I N C L�DES G WING.N - '.- - PRESSURED FOR COMPONENTS Q W _�Q FIN.FLR.(REF.) a'• FIN.LIN,(RE`.; AND CLADDING(PSF) w rn d!i - - - DENOTES DE51GN WEIGHTED O AVERAGE PRESSURED FOR LLu W'm Z FIN1511 GRADE fINI;iH GRN: - J n W Q +39.9 +39.9 +39.9 COMPONENTS Z ¢ W REAR ELEVATION AND CLADDING(PDF; Z W m, 50.2 -42.5 -50.2 Z STUCCO: W o ui STUCCO FIN15N APPLIED PER A5TM LL . C 92G,TYPICAL < Z= a 2 RIDGE VENT STUCCO OVER WOOD FRAME: Z) ° _ `(3)-COAT STUCCO FINISH APP(IED U m F-m PER A5TM C 92G,TYPICAL OVERHANGS 7/8 : 12"TYPICAL EXCEPT G"@ GABLES. TAILCUT5:SQUARE, � I 12 U.O.N. 'f. G BANDING: GF V-NT _�-HVG1 L5 ALL BANDING TO BE SC ORE CUT. - I I/2"WIDE.I/4'DEEP U 2 } SMOOTH FINISH INSIDE 5CCRE LINES, CV AL NM I 1 I SCI.._IYFI(:AL (V =0P OF MASONKY I.. TG C -SCNRY m ROOF VENT INFO. c+) LYLE QUANTITY LINEAR FEET -{� :XTLK5.G STJ CO - 1 A (MIN.; 1^• W .. LI RIDGE VENT 20 FT L.L `? L.O.N c OFT RIDGE VEM5 4 G O y 41 ro _ - F IAPGI K PFD FIN.FLR.iRE - -42.5 -42.5 -42.5 O LEFT ELEVATION 0° 3 1JDGf 5N Q k 3 J 2 Q W W T0.3-MA5ONR" __ L" ii f f o C t f : I F # SUE HISTORY T Z o NO. AF DF5CRIPTION APPVD -42.5 L2. - Z W < < EN_NERN_ G L AT: RIGHT ELEVATION > < '6 CN 4.' SHEET NO. L tG Yn� .r6_6-RmG RF T'IP- -70 v -5rCN CMNGES OLC EXTERIOR ELEVATION ' " SCALE.-?4x36: I!4 ! —' ,,,,,,.r Q Cl) PLANT SHELF Z A60VE PANTRY 0 p� 8"RA15ED Q M ^rn m o DRYWALL BAND 0- @?OP OF WALL M ti r O LIGHTS PER Z N m Z SPECIFICATIONS, m '0 TYPICAL I 42"H MIRROR, TYPICAL xx W LSTANDARD Z 7 Q W GYPSUM MC MC W N W O W d HALE TO OPEN TO j 7 W.C. Z p 11 W FOYER KITCHEN qT U ❑ 0 m I '� W O� w Q IIrrII� �� II I. O oa OO --_.___ lJL _____ c m V5B35 3530 30512 VE30 BATH 2 MASTER BATH ARCHED OPENING ARCHED OPENING BATHROOM CABINET ELEVATIONS AT CAFE/FAMILY ROOM AT KITCHEN co 2 `AEI J\ I.cL w G > O � OPEN TO 07 i FOYER r P50V SHELF _______ ___________ L__ LL PANT SHELF 1 `\' A15OVE 14NTPY ABOVE PAMKY _ a O"E'J'C'AMl" 153030 33015 '33030 U✓301 2 2/3030 W2730 A"RAISED DRYWALL — eoor✓ BAND W7 I'REVEAL rye 1 r_� / I OPEN TO / 3 H ±J° TY3_I_ O 036 3Ce 630 35 OPECING _ W E I C 05 15-4 24 O2LONG 5F17170 14C4SD 'OK RANGE FOR REFKIGERA o< .TOC - O � D�SFA'.`.P,EK Q' W KITCHEN AT RANGE KITCHEN AT DISHWASHER KITCHEN AT SINK e SECTION AT BAR eKITCHEN CABINET ELEVATIONS N � O SCAI_: 24x31: 1/2's =: C 0" ' 1 x 7: '14= 0' 0 0 ISSUE HISTORY z ❑ o W NO. JALF AL A1 .. .PP VO COW Z Z e ¢J W a af ,c - a > ❑ a SHEET NO. 3051 UCTI 550 INTERIOR ELEVATIONS CONS RUCTION STANDARDS �OKCADI3FT 5PECIFICATION5 SCALE: ?4x36:3/8"=I'-O" 1I x 1 7:3/IC -0 '.;ON. SVRF LOT BLOCI FOU A c(A - T sod yEa `392 SEE 60715 FOR ROOF DIAPHRAGM NAILING SPEC IFICATIONS RIDGEVENT:165106 10 ROOF SEEING.FOR PERMFRS INSTALIATrON €r---aP roNr FASTEN VERTICAL Ax 4 MEMBER NAILING DEIAIL5 INSTRUCTIONS TO SCISSOR TRU55 w/(3) 60 2 AG BKACES @ 48"O.C. 2x4 — c € FASTEN TO GABLE END STUDS NC SWATHING JOINT nERE BLOCKING 5 #15 ROOFING FELT ELEV 0'.0' e NAILS PER CONNECTION. w/ Od NAILS @ 8"C/C BOTH SIDES OF VENT FIBERGIA55 ROOF 5HINGLE5 ze t=D 5 - 2x6 SJ8-FASCIA 7/16"058 ROOF SHEATHING 2x4 BLOCKING U 2 x 4 BLOCKING FDGCW15[)@46 O.C.TOP$BOTTOM FCHER IAD <TRAMEV I I Z FIRST FOUR(4)FRAMING BAYS MIN @ GABLE LIDS n)T OR PACCED 01 T O I OUTLINE OF FASTEN TO TOP E BOTTOM CHORDS w/(3)16d NA f5 'tf1- ~i- U m 2 CDX OR 7/6 0.5.5-FA5TFNE'J W! 1 I COND.UNIT "n bd NAS @ 4 O/C BOUNDARIES,6"0/C TABLE A: W m o tO (TOENAILED)EACH END I ED„E,,.AND 8 O/C FIED. TOP CHORD E5 ENG. FASTENER LOCATION L I d r O 3 I/2'THICK FeP ROOF TRUSSES QYF) CONCRETE SLAB DIZED PER U " O AND DG CLEAR #SCRN5 NC MFR'S SPECIFICATIONS_ Z N rn Z Z 5!AT AND R�DGF(SEE VENT ANT,..ZE R SIDE I � F .3 OAT TJC, `IN15H. 66556257667C7 LL RID E PP T J E TAT','• C 926 IONS) .5 [AG'2' ftEV 0-0' RGEACT SI DE TOP OF SLAB i z Q1"�p "x4 IRA,. NASD TO NO Cl, 6d �R, Q W m Q �IMPSON MT512 ;2"5 24" . ( U F X p,a 1a. ,NTERIOR 6IP VAULT: VA 5@6 CC FOR GABLF OVER 24-FT RIDGE VENT DETAIL PER 5D2 2 L \\v1tl`� Z "�� 6.2 SLOPE CENTER i TAP 14)-RA1v JG�AY5 a -- Ill LL Z LL d AND 3:1 2 SLOPE SIDES. A. .K BLO KIN„To-RU55 U51NC N.T.5. PLEAD,G 3 W W LLl m a Z #r A SCREW WI 565KETU WASHER: >r W WW O 1/2"5.R.GYPSUM BOARD 4. O�Mi w;(14) CANAL GREATER TNA!V 36' PLAN (LYRICAL OCATI:5 t NUMBER Z ¢O J J Tn x/Sd COOL`R NAILS @ 7"O.C. L'JI EL FEL BY ENG,D PL'`N PER TA9L A T1i15 SHEET. U` C PER 5DE OR MORE z ❑ 0 THAN 5TONS O 2x4#25YP TYP. OJ w Q US LPTA w/(I5)IOd !/2'NA1L5 A/C PLAN DETAILS a o 0 @ 24'O.C.(1500#LATERAL CAP 1 533#UPI-T CAP) -- OUTLINE OF U p}p coNO.UNIT 7) N ~ 045 ACA W/GA5KE ED WASHER I,C e INVERTED HIP DETAIL 'INI�VFLAOR [SCAT CI,N 6'UMBERFER,ABLE.A. TH15 N.T.S. HGPaDI - -_�T;NISH GRAD[ U 3 112'THICK Fr' co ELEVATION ONCRtT 51A3s1ztDPER ch RIDGE VENT A,. A ,.5) 65 A/C PAD DETAIL SCALE: 24x36:1/2"= 1'-0" I I x 1 7: 1/4'=1'-0" O w _ M PRE ENGINEERED � � a FOOPTRU55E5 24"O.C. 2 Q U o G m x eo RIDGE VENT L Cn e z Q Q � xo 0 � o uJ otS 5 PLANT 5HEU` OP OF MGD0NR OPEN TO KITG EN TOP OF MASONRY O 4LANNAl ---- _. -. PLANT SHELF r- CROISN MOLDING z L__ Z v Al FAMILY ROOM P CAFE KITCHEN DINING ROOM a N 4 O O 2 M N.PLR.(RLF./ FIN PLR_(RE`-; ip F!NIShi 6RAE ISSUE HIS SECTION ELEVATIONS A, C, D & E ©2C06WINDWARDI10MF5 5H GRADE BUILDING �Fw�zr,a-�omrF"Y o TORY ©2000 Fuglebera Koch Z p (TAINTSCAf_F: 24x35316' O" x7 I :3l 6' I'-0" O u- IVO. DATE VEn zV PR APFVJ CA FITSds.Inc. z Cl) w CE,22/05 4.0 A.rV.=.h`F NC - z Q w < K 'C ACA4 CIAa > o a 1304 / l A or;-o7/er; 4 ! rnP _Nr rs ti r o 01�c SHEET NO. BUILDING SECTION & DETAILS - A} C7 `& E . 2a ��r SVRF LOT 12 BLOC 3 Z DISA& i C. n rn MASTER SUITE\ Z .v z z LANAI ,� / MASTEfR) z m LL 1 w LL z Ell d W d s„ C7 ¢O�LL JQ' c i Z O W WE J z a z O FAMILY ROOM W. BEDROOM2I.C. F- V �/F J D / CV BATH Lt / " T / a� � � o cc w ELECTRICAL LEGEND ELECTRICAL NOTES C$ AFE SP S - C7 SIR'GLE POLE SW TCH SMCKL CtI`CTOR O DISPOSAL JNLE5 CTHERWIS`NOTED. i WAS'^. I DOUBLE POLE SWITCH _ ELECTRICAL OUTLET HFIGHT5 A5 MFA5URED FROM FINISHED FLOOR / DRYiR o .A Q 3 -HIZEE WAY SWITCH SP PREWIRE 5PEAKER TO CENTERED 1IN OF![It BCX!O BE 2'A Y F (GENERAL) - = L DR VA�II '1OOD GHT �� 1 / CT ION-FJC ❑J JUNCTION SON BEDROOM 3 4C ON $^ FOUR-WAY SWI-CH KIT rR 4M1 AF.F. _, 1 O THERMOSTAT BATH OOM 3 1 L L J - m 3 O $= DIMMER WITCH CL i',:NG AN L UNURY RC�GM 36 A F.F. \ Y Q PF Rr EX AN OF b✓ E P R OF 1 2 A F A. CEILING FIXTURE .v D ELECTRICAL PANEL / ' YY o EIP ANAL L NA F FN F r'L-P '�E A2 A A. C ULSF,VASHER '/ L a ❑ PANEL KR L 2 A -I \ iH, OVER W11 _ s Z 5CONCF DCUB�`24'F VOR.FtXTU RF Al DIFFUSER r 1 \ ATTIC B ECTRIC — T e-r� Lam' ALL TAM! ATF NG[A FL BF GANGED.'WHFRF PO If;LE. r' riW1 OVA LT 7JF' AC ULL" IC INTERCOM SYSTEM / FOYER \ I' ',µ�"- C'CL B�`48 F_iiCR.F:XTU RE A,! 100250K n\ �!Y 3, ALA'TRI L .f BAWL CBE AT 42 C'STA STAMINA ABOVE FIN HET' 'GCR. i OU O VOLT NYC H�D GL1T�.�1 L - '-! // LL Z c.,uB, 24 F�UOR.FIXTURE O GARAGE DooR PUSH BUTTON KITCHEN \ W ,µ 4. LLFC TRI-f t T CC0KIDD F IT f UPf C IO AL L 1 W( K I. Q i g Vl� O ARC..AU T C.,TLET 3-BUL9 THEATRICAL LIGHT ""�- a yy,, DUB� 48 T LOR-FIXTUR` BE DON J TRCT CCCRDAN F VITH T-IE NA'GNAL ELE TRIL CODE / ® \ \ ul GROUN'D rAULT O.,TLL` OOOO 4-BULB THEATRICAL LIGHT EDITION By A LICEN FC FLFCT AL ONTR C OR WPO UHF LL BE r:E5 O IBP h 2E`RIGERATOR SING'45 F_COR.FiMAN E 00000 5-BULB THEATRICAL LIGHT I OR IL NC..LLATION AND-I�N O' Al ELECTRICAL,NIRING AND AC..A CKIE5. J— _� War 22OIN VOLNAN PRCCF GP OI;T`T AMA FAN OOOOOO f E AL Rra c7F HA 19 a DHIo rTHF NASA NAr-oNnL ENTRY YYY Q 6-BULB THEATRICAL LIGHT 5M^KE OO5O1O55 B- N T LLEU P..DIRECTED P. 72O VOLT CU CO R _ }} - - - - P OFF DATA,, !I Bf N_KCONNt„FU AND CATABLIE OF DEERAT!NG CA `CI AI_ -RVICE5 OUT�F f 1 Ft t J, !'!IGHI CTHtR CA U t t�L OUTL T ---- - - -- - -J n C. ARC FAULT KT..A'T .�L. IN ALL D-DRCCMS TEN 1 999 NEC. _ - E HON O �T [LACTIC v1 R i OPF'UNA.OJ TELL OR U i 1 CARP-F-OCR CFEi'TK R CEASED G I 0 cJ CHIMt ivUR .: MMES \ / i W R...STL'RE - 4N—R SAD..Gr1 O -0 DOOR weBaa!Tr r K_ ss crT GARAGE I v m QO MA STOAT AACASSFA LIGHT I o O DINING ROOM r : ° ccncH Dc7T Z ISSUE HISTORY Z ° O w NO. DATA veR /'rDescRPnoN ATTIC �� �� z w W UB-22JC5 4.0 - 1551:=D FCR FNG N`ER,F-' - a > o 4-C - AND R`:K: - CC.UTiCA 'T K'D'Oh 4-.'CF4iD DC O7'C6 40 TAR TNC N-LRING REf t `AC C'F - CI C SHEET NO. "LCC ELECTRICAL PLAN ELECTICAL ALAN TYPICAL FOR ALL CLLVATION5 SCALE: ?4X36: I/4Th 1LQ IXI/: 1/AM I'-�. U O rn r SVRF LOT 12 BLOC : 3 U m o LANAI a BROOM FINISHED z �rn z Oz CONC.FLOOR _- _ - j c7(44) --- 0 —(2 w MASTER l Z m y m O Q Q iyr�rn Q g MASTER SUITE BATH 1 U ^t X m LL a CARPETED nl (01) uJ LL Oz wa a (1 0) W w m z I I LJJ o w Q I � 1 J LLm < F o � F FAMILY ROOM W.LC. CARPETED (20) BEDROOM 2 D — CARPETED I O (I I) L7 I U N 1 BATH 2 1 m 1 roe) ) N -- M LCL � ' G w b O w 30) 1 BEDROOM 3 o CARPETED LAUNDR r 1 2) o W o 4•-4.. �, o L J C C� 3 �z R 3 ---� - 0 ti __- �� KITCHEN O0 --- Lla =O (30) a T a ENTRY le Ks.c n r aiosr 4 BROOM LiIi CONC.FLOOR'. (23) Oran n�c P IF. O LL GARAGE CONC.FLOOR (D LIVING ROOM CARPETED i22; o ISSUE HISTORY Z o NO. DArt VER ��Y✓N DSCKP1ION' V>- -. -..__.. Z 2' H Z 08,22/00 40 - "_.-L-C FC'R EN0 N`:t/020/ Q a > o a 0!03/0J 4.0 - 2004 0/003002/2 - C3/30/06 un•;`� SHEET NO. 06/07/06 4 YO/0 N n �I/0 t 4 �ION Ci'.. O_C OG :tiG LAP TYPICAL FLOORING LAYOUT _, Fv?II k4ATICNS :-CA!E: 24x36: U4"-1'-O" 1 !x 1 7: /6- 1'-0" SVRF LOT 12 BLOC . 3 LANAI i ' Z MASTER SUITE w o o MASTER N 0) N O N BATH z NO, Oz �m O O O w Z m p KPiI C7 m �tr or iw W O u C WIC. Q zx �z FAMILY ROOM j o LL O O BEDROOM 2 BATH 2 ® ® N r a Ir CO M CAFE LAUNDR N o BEDROOM 3 -- ® T. 7 r i WH y FOYER KITCHEN Oo I J 3 ENTRY a �y i a W T 0 d LEGEND qN AIR NAND!ER - GARAGE LIVING ROOM A _ A RETJRN AIR A A A C) SUPPLY VENT Q O THERMOSTAT N O FRESH AIR VENT BATS PAN Z O ISSUE HISTORY z o u o w NC. DAItgv FJ:SCK"'TION' APPVD Z (A W Z o zcca F, c6 C N Enc n r. . RE c rc ca Lr n;,E, oLc SHEET NO. LNK N ALNL YftCA, MECHANICAL LAYOUT 5CAIF 4x36- f/4"-I'0" I Ixl /: I/b"-!- I.GENERAL DE516N REQUIREMENTS Gpde5 GENERAL CONSTRUCTION AND STRUCTURAL NOTES �qy� LLI.Florida Building Code(2004 W/2005 Supplements)Ghopter 16 1.1.2.AGI 318-02,"Building Code Requirements for Reinforced Concrete." 1.1.3.AGI 530-02/5505 5-02, Building Lode Requirements for Masonry Structures." 1.1.4.AFE PA 2001,"National Design Specification for Wood Construction." 5.Masonry 10.(NOT USED) 4 jam g 1.1.5.TPI 1-2002,"National Design Standard far Metal-plate-Connected Wood truss 5.1. M-sorry units shall be 15/5 x 15 5/8 size modular units unless noted. Constructlon." 52. Lhits snail be one and two cell blocks,standard weight made type I Portland Cement, 11.Doors and Windows(General) I.I.S.A15G-LRFD 3rd edition"Manual of Steel construction." water and approved aggregates,shall conform to the standard specification for hollow load Il.l.All exterior windows d glass doors are required to be tested in accordance with kg. bearing masonry units ASTM designation 090 with a minimum compressive strength of 1900 psi. ANSI/AMMA/NWWDA 101/152 Standard and bear on AMMA or MOMS label Identifying the °hh mkS 12 Lo.Design ads: 53. Masonry units shall be sawn,not broken,and shall be not less than half units,where cut. manufacture,perform 2 performance characteristics and approved testing entity. (FBG 19145 .1)' w 12.1.Roof:20 psf Live Load®12 Any exposed duration A exposed block shall be laid In running bond pattern,mechanically bonded by overlapping 11.2.All exterior windows aid doors,shall be anchored per published manufacture's b p Ion �I an 7 psf Top Chord Dead Load,shingle roof alternate courses. recommendations to achieve the design pressures specified. (FEG 1714.5.4) p y ₹ 15 psf Top Chad Dead Load,tile roof 5.4. At top of load bearing masonry walls,provide knockout block bond beams with 113.See attached details for all exterior windows and doors where buck thickness Is 11/2"or 10 psf Bohan Chord Dead Load,gypsum ceiling, reinforcement as noted on plans. greater,the buck is attached In a manner that transfers the load directly to the structure. �- 1.2.2.Floes:40 psf Live Load e 1.00 duration 5.5. Masonry mortar shall conform to A5TM G210 and shall be tyoe 5 where not In contact with Windows and doors shall be anchored through the jamb into the wood buck. �� 4 15 psf Dead load the earth or type M where in contact with the earth.Compression strength of mortar 1500 psi. 11.4.Plan details Illustrate that the window buck shall extend be and the interior li of the 123.Balcony:60 psf Live Load C 1.00 duration for equal or less tea 100 sf. 5.6.All mortar joints for hollow unit masonry shall extend the full width of face shells. Mortar window. y P 100 psf Live Load C 1.00 duration Fpr greater than 100 sf. Joints for soled masonry units shall be full head and bead joints. Mortar head and bed joints 11.5.Mullions and adjacent door assembles are tested or engineered to transfer IS times the 12.4.Combined Roof d Floor Loading C 1.00 duration, to be 3/8"N-1/8"thick unless notes otherwise. Exceptions:The bed joint of the starting design load to the rough opening substrate. 125.Wind: See Individual Signed and Sealed Drawings by Structural Engineering and coarse over a footing may vary between 1/4"to 3/4"thick. •CAD rxr NMIE Inspections,Inc. Maximum dead load:6 psf for shingle,12 psf for tile C 1.33 aeration. 5.1. All reinforcing steel shall be new deformed bars that one free of scale,and oil and 12.Doors and windows(Safety Glaze Locations) issuco tVl7/o5 13.unless specifIcally noted otherwise on these drawings,no provision has been made In the conform to ASTM 5515 Grade 40,with a minimumyield of 401200 sl unless noted otherwise. �' ircusm rx/minis desi for conditions occurring during construction. The contractor shallprovide all necessary P 12.1.Glazing In swinglsg doors aid fixed and sliding panels of sliding(patio)door assemblies. g^ ory 2"minimum cover for reinforcement placed In masonry walls exposed to weather, I/2"minimum 122.blazing In doors and walls of enclosures for hot tubs,whirl ools,saunas,steam rooms, bracing and shoring required for all loads and instability occurring during construction. The cover for reinforcement placed in masonry wpbs not exposed to weather. No reinforcement P contractor shall accept full responsibility for all such measurers. shall be cut to accommodate the installation of anchors,embeds or other Items. bathtubs,showers and other such facilities where such glazing Is located 36 inches or less, 1.4.It shall be the resoonsiblllty of the Contractor to provide oil necessary bracing,shoring or 5b.Masonry grout shall comply with the fine grout requirements of ASTM 6476. The slump shall bottomed horizontally,from a standing or walking surface within the enclosure and here the other temporary supports to safeguard all existing or adjacent structures affected by this be 8"-l0"d the minimum coin resslve strength shall be 3000 at 2b days. bottom edge of the exposed glazing is less than 60 Inches,measured vertically,above such work. P y standing or walking surfaces. 5.9. Grouted cells shall have vertical algnment sufficient to maintain an unobstructed continuous 123.Glaze in an individual fixed or operable owl adjacent to a door where the rearrest I5.No structural member shall be cut,notched or otherwise reduced In size a strength without vertical cell free of mortar droppings d be consolidated by puddling or vibration.Clean P j prior approval in writing from the Engineer of Record, inspection openings shall be provided at the bottom of eachgrout lift for every grouted cell. edge Is edge is ri50ithi a s above radius of the door i the closed position and whose bottom lb.Contractor shall coordinate structural and other drawin s that are art of the contract redge is less than 60 Inches the floor or walking surface. 9 P 5.10.Pre cast concrete lintels shall be manufactured by"Gast Crete","duality Precast or 12.4.blazing in an Individual fixed or operable el,other than those locations described in documents for anchored,embedded or other supported Items which may affect the structure. In approved equivalent. See plans for boom schedule and location. P Pan addition,the contractor shall review the structural drawings with all other trades and bring 5.11.Reinforcement steel shall conform to A5TM A615,shade 40 and shall be detailed In 124.1.2 and 3 above,that meets all of the featerilocing acnndi5q ft conflicts to the attention of the engineer of record far resolution prior to continuing work. accordance with the latest AGI 315,Manual of Standard Practice for detailin reinforcing 12.4.21.Exposed area of t individual inches es aane ove the er than 9 sq ft. 1.1.The Intention of the plans and specifications Is to provide all necessary details to construct concrete structures. g 12.42.Bottom edge less than IB Inches above floor. a complete structure. When specific Information is missing or in conflict,contractor shall 5.12.See attached details and specifications for minimm lap splice lengths for steel 12.4.3.Top edge greater than 35 inches above the floor contact the Engineer of Record for clarification or resolution. Contractor shall not proceed reinforcement. 12.4.4.One or more walking surfaces within 36 Inches horizontally of the plane of the glazing. with the construction of structural elements or details that are not clear. 5.13 Vertical filled cell reinforcement should be installed in the center of the masonry cell. 125.All glazing In railings regardless of the area or height above a walking surface including IS.The Engineer of Record shall not be responsible far layout,dimensional errors or structural baluster panels and nonstructural in-fill panels. discrepancies resulting from the reproduction and use of contract drawings for erection and 6.Wood 12.6.Glazing In walls and fences enclosing indoor and outdoor swimming pools and spas where shop drawin s. Use of contract drawln reproduced in whole or art In shop drawl s the bottom olo exposed edge of the glazing is less than 60 inches above the walking ally of hof e g gs p any p op ly before All requesting i the framing and Mechanical rough-ins must be complete,Inspected,and approved the pool on the pool side of the glazing and the glazing is within 60 inches horizontally of the 0 g shall not relieve the contractor nor subcontractors from their responsibility to accurately the framing Inspection, waters ad e. —$ layout,coordinate,detail,fabricate d Install a complete structure. 62. Wood structural framing members including but not limited to top plates,built up columns, g u o headers,beans,and bottom plates to be#2 Southern Yellow Pine(unless noted otherwise)with 13. (NOT USED) a ig Z to 2.BackFilli and Compacting W U Comp a modulus of elasticity of 00 psi per NDS-2001 d a moisture content not to exceed 19 2.1. Under slab on ode and footings,remove soft spots and foreign matter and organic o h ,�O grade 9 P percent at the time of incorporation into the Wlld'm9. 14. Handrails/Stairs g m� material in the Sub-grade. 63.All wood Including plywood and 055 in contact with earth,masonry,concrete or in direct 14.1 Handrails of circular cross-section shall have a diameter of no less than 11/4'(32 man)and < :^^a 2.2. Fill material for sub-base of slabs In grade shall be clean sand to slightly silty fine sand, exposure to weather shall be preservative treated. Specific use of the presevative a rr ct Free of or anic matter,cl ,cobbles,trash,debris and other unsuitable materials. no greater than 2"(51 rmn). it p 9 °y treatment shall be approved by the manufacturer and submitted to S.E.I.for revew prior to y a 23. Lhiess specifically noted otherwise,fill material shall be placed In maximum 8"high lift of constructian. 142 Handrails of non-arcular cross-sectlan shall hove a perimeter of no less that 4(102 man) v loose Z�° fill and compacted to a minimum of 95%modified proctor dry density per ASTM Roof D 1551. 6.4. of sheathing must be Installed with long dimension across the supports w/clips at all and no greater than 6 1/4°(159 nun)and the largest cross-sectional dimension shall not exceed bb5' 2.4.Unless notes otherwise,provide under slab on grade:A 6 MIL polyethylene vapor barrier non-supported edges and shall be 1/2"plywood or 7/16"055,APA span rating 24/16 and 2 1/4"(51 mm). on compacted granular material or compacted native sub-base. Vapor barriers shall be exposure rating I unless noted otherwise. Exception: Use APA spanrating 32/16 plywood at 14.2.1 A minimum radius of I/8"shall be required on all edges. W ,u unpunctured with 6'minimum tapped lops.Vapor barrier must not create air pockets. standard hipped roof sections. Note: Do not overdrive fasteners Into plywood/055- 143 Exception:A circular cross-section of no less than 11/4"(32 mm)and no greater than 2" $ X Compacting of fill or existing material shall achieve a minimum 95%modified proctor dry density Anti-penetration devices must be used.Provide 1/5"butt gap per manafacturer's (Si mim),or equivalent graspablllty performance of a non-circular cross-section is required for 0 per 55Th 1557. recomendations handralls of dwelling units or within dwelling units. m a S 65. Pre-engineered beans shall be TrusJoist,Georgla Pacific or equal with a minimum 14.4 A continuous surface for griping shall be provided without Interruption. g m 3.Shallow Foundations: allowable bending stress ofF 2950 psi and modulus of elasticity of 20001000 psi. Sign and 14.4.1 Exception:A newel post Is permitted to interrupt handrails at turns with in dwelling units. 3.1. A foundation survey shall be performed and copy of the survey shall be on site for the sealed engineering must be forwarded to the Engineer of Record for review prior to 14.42 Exception:Over the lowest tread a volute,turnout,or starting easing shall be permitted Cq 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. 5,5. All pre-engineered beams supporting brick veneers shall be designed with an additional 14.43 Exception:To be considered as objects not infringing the graspabllity of the handrail, 32. Foundations have been designed far an assumed bearing capacity of 2000 pounds per 1a/ft.load using 40 psf surface area of brick. Deflection shall not exceed 1/600. the handrail brackets and balusters most comply with the Following conditions. square foot(psf). Solt of this capacity has been assumed by the Engineer of Record to be 14.43.1 They do not project horizontally beyond the sides of the hand-all within 1 1/2"(3.75 cm) found at the elevations indicated an the plan. The contractor shall retain a Florida of the bottom of the handrail and provided that,far each 12"(13 cm)of additional handrail Registered Solis 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 dimension of 1 1/2"(3.15 cm)can 33. All footings,and slob on grade concrete shall have a minimum 26 days compressive l.1. Signed and sealed engineering truss shop drawings shall be provided on the job site for be reduced by 1/8"(0.3 cm). strength of 2500 pounds per square inch(psi), the inspectors. 14.432 Edges of the handrail brackets aid balusters shall not hove a radius of less than 1/8. 3.4.Thickened slab and footing elevations shown on these drawings are based on the 72.Individual trusses are to be designed by the truss manufacture per ANSIRPi-2002 to 14.433 Handrail brackets and balusters shall not obstruct more than 20 percent of the length information available at the time of preparation of the design. If actual job site or soil safely carry the design loads Indicated an the structural plans, of the handrail. conditions vary from the assumed,then written directions must be obtained from the Engineer of 73.Shop drawings shall be submitted for review and approval by the Engineer of Record prior 145 Handrails,and guardrails,for this project are a pre-manufactured system. It is the Record before proceeding with the work, to fabrication. Shop drawings shall indicate:span,pitch,bearing size and location,Individual responsibility of the specialty engineer far the manufacturer to designate the system, 35.If the soil is softened by water,the excavation shall be extended below the softened plate size and locations,size/species/grade of lumber and locations,ac,spacing,maximum components,connections,and attachments. The specialty engineer shall forward Signed and `++! material and the bottom of the slab edge/footings lowered to suit. deflection and location,truss top chard,bottom chord and web tracing. Gravity load case Sealed Documents to the Engineer of Record prior to construction. 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 14b Openings in guardrails shall be such that a 4"did.sphere cannot pass through, In addition, an the plans. Maximum misplacement or eccentricity-2". Toleration for misloc°tlon 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"did,sphere cannot pass under the rail. dowels or anchor bolts to be per AGI or AISO stdards, reactions at bearing locations,Lpllft loads case design assumptions and Information Including; 3.1.More vertical construction joints occur in continuous footings,provide a minim m,continuous ASCEI-98 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 3.8.Coordinate piundng lines with footing locations for interference. Individual footing should seat of a Florida Professional Engineer responsible far the design. The review of the shop be lowered kith the prior approval of the Engineer of Record. Placement of conduit and droving shall not relieve the Contractor from his responsibility far seeing that the work Is pipes In concrete shall conform to AGI 318 section 63, completed,accurate and in compliance with the drawings. The Engineer of Record reserves 3.9.Excavating under or near in-place footirgs/foundatlons which disturbs the compacted soil the right to make changes to the structural plans after the shop drawings have been reviewed. beneath the footing/foundations is not permitted. 1.4.The deflection under live load shall not exceed[/360th of the span unless otherwise noted. 15.All lumber must be Identified with an official grade stamp. 4.Concrete lb.Truss heel to be protected with metal shield when in contact with masonry or concrete. 4.1. Concrete mix and placement shall be in accordance with the latest editions of AGI 301,AGI 1.1.Temporary bracing of the roof system shall be installed per the Handling,installation and 318,and A5TM 0-94 Standard Engineering Practices. Bracing(BSGI-03)from the Truss Plate Institute and shall remain as part of the permanent 42. Concrete for slabs shall be placed at a slump within the range of 3"to 5". bracing.Top chord(HIS)bracing may be removed after wood/055 roof sheathing has been 43. All reinforcing steel shall be new deformed bas that are free of scale,and at and installed. conform to ASTM A&15 Grade 40,with a minimum yield of 40000 psi unless noted otherwise. 7.8-Do not notch,cut,remove chords or drill truss members without prior written approval from 3"minimum coverage for reinforcement in concrete placed in direct contact with the ground and Specialty Truss Engineer. 2"minimum coverage far reinforcement in concrete exposed to weather. I.A.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, 7.10.Connect truss to bearing walls with anchors as specified In these drawings. Submit 45. Earth supported stabs Including exterior walk and driveways shall be 3 1/2"thick minimum alternate anchors to the Engineer of Record for oporovoi prior to use in this project. (PARTIALLY ENCLOSED,130 MPH,3 SEC bJST,2.5/12 TO b.c/12 PITCH,EXPOSURE B) and reinforced with ASTM Abs.Sub-WI4xM14 welded wire fabric(WWF)at mid slab. Fibermesh 1.11 Truss to truss connection by truss manufacturer ri/specification and location bearing the 25" IMPORTANCE FACTOR=1.0,BUILDING CATEGORY U) may be used in lieu 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 60V3R1N551 END ZONE INTERIOR ZONE practice shall be deemed just cause to reject that particular batch of concrete. 1.12. Alt trusses supporting brick vereers shall be designed with an additional n/Ft.load using AREA(FT2) I WALL OVERHANG WALL OVERHANG w 4.7. Provide approved cater-reducing admixture in all concrete conforming to A5TM 0260. 40 psf surface area of brick. Deflection shall not exceed 1/600. All other admixtures shall conform to ASTM 0494 and shall be used In strict c°nfor once with 1.13 Truss manufacturer should include all adttional deadloads that affect the individual 10 21.0 -81.1 39.9 -50.2 -109.4 30.9 -425 -10.8 the manufactures recommendations, component design.useLAP SPLICE DETAIL 4.8. The of fly ash w within the mix design is permitted such that the weight of fly ash does 30 24.6 -73.1 31.6 -45.9 -94.3 31.6 -40.3 -10.8 not exceed 25%of the total cementatous ceight of the concrete. 4.9. For ready mix concrete the maximum time permitted for complete placement is 90 minutes. S.Anchorage Notes, 100 21.9 -65.6 35.4 -41.2 -185 35.4 -38.0 -10.8 Greater times ore not acceptable. 8.1.It shall be the Contractors responsibility to coordinate his/her schedule with the roof truss submittal and properly install the specified anchorage to comply with these drawings. 8.2.All anchorage shall be used in strict conformance with the most current manufacture's specifications.Simpson Catalog C-and T-Achorspec unless noted otherwise. p 83.Alternate manufacture substitutions will be considered with receipt of written proposal, STD.90 DES HOOK 5 NOTES, including such technical documentation deemed appropriate by the Engineer of Record. I. FOR EFFECTIVE AREA OR KIND 5PEED5 BET ESt TH05E 61555 THE LOAD MAY BE INTERPOLATED,OTHERWISE V. 4. 8.4. All truss to truss connections are considered part of the per-engineered truss system i5E TIE LOAD A550CAATVD Mm THE LOVER EFFECTIVE AREA. and shall be detailed a5 port of the truss snap drawings. 2. f'WS AND MINIS 516N5 516NIFY PRESSURES ACTING TOWARD AND AWAY FROM THE q/1LDIN6�JA2FALE5. 85.Continuous anchorage from framing/bearingmust be provided to the foundations to resist nn.E uplift. 3.ALL GOMPO SNT5 DE516IED TO MEET OR EXCEED PRE5S.ARE ABOVE BY DELEGATED E fi6IIEER. AS A C STRUCTURAL DETAILS 8.6 All connectors and fasteners Installed In contact w/perser-uative treated lumber shall be (j CONDITION OF TH15 51511 AND SEAL,AND IN cOMPLIAfl E WITH SECTION 6161530-006,DELEGATE t1YiNEER 115T approved for such use by their manufacturer and reviewed by 55.1,prior to construction. STD.180 DEC,HOOK FORWARD DaUF f1TATION TO 50 FOR REVIEW gp 9.(Not Used) 22.„ . . ........... ... I NUMBER 5 REBAR HOOK AND LAP DEFAIIS (GR 40) ( COMPONENT & CLADDING DESIGN PRESSURE ru rtr 5""' 51.0 P � :•'� / FA5TNDARD SHEET X-REFTOLMATION DETAILS\a5 LAP AND HOOK 6R 40dwa ' WINDWARD HOLES FBC 2004/06 AST E ��> Sl 0 0 =:�5TANDARD SHEET X-R-=F\NOT�5 2004 FB:\GOMPONENTS AND GLADDIN5 130 PARTIP awc 7 0# NOTE: Z PRE-EN611EERED WOOD TRADES TESTED ROOF COVERING PARTITIONS DESIGTD TO RE515T A =Q 24 ON CENTER EN O HER DETAILS FOR SPECIFIC HORIZONTAL LOAD NOT LESS THAN 5 V N INFORMATION) 8 yy o@g P5F. I ROOF OR FLOOR FRAM 4.ING FEMEER AT 2 0/C MAX: 5 Rj g TEE APA RATED 1E•MIN SHEATHING 12 ASTENED PER ROOF NAILINA SCHELTAE I 9a - q<E 2X4'MIN.,AN STUD GRADE OR BETTER.FOR 4MALLS0/C )16d TOENAILS TYPICAL o I jY LE55 THAN OR EOUAL TO 10'-0,STUDS T/24'0/C H MAX FOR FALLS GREATER THAN 10'-0'STUDS,®16• —_ VERIFY UPLIFT STRAP(SEE O/L MA% ROOF FRAMING PLAW 1 E I E o Hv_ i IN6LE 2'x TOP PLATE }'GYP91M BOARD PV NO.b-I}"SLEEPS(W OR 5) ®4'00 EDGES,12"OH.FIELD-03/0. 15TURE BARRIER NV 3ARX3"TAPOONS OR APPROVED ALTERNATE® )Ibd TOENAILS STUD TO PLATE EA.SIDE OF SPLICE AND 48"0/C MAX TYPICAL -_". ,,-CAP EDGE 16 . E0 -MIL VAPOR BARRIER / MI 2x N.FASCIA BOARD TIP. 1� 21 2'x4 MIN F.T.RATE — 1 ' . eq yy qpT�, W(3)16d HAILS AT EA.TRIOS 3 1/2"MIN.5L NOTE. 1/2'HIDE 5TRENGTH PV 13/8" ALITON PDPWL 300 POMER A LUATED FASTENERS WITH 1 1/2' DRYWALL NAILS OR DRYWALL EMBEDMENT SPACED AT 48'O/C MAX. THRESH T'O/C CEILING 6 8.0/C WALL MAY BE USED IN LIES OF TAPCONS CAD I/LE NAME R-14 MINIMFI INSILATIO CLEAN TREATED FILL /`/\v�j\\//\\//\\//�\ 'k F NAILER) RENSED M _ C PROCTOR PER A5 PITSDTJ /�\/\\/j\/ SOD_9a DEG_HOOK //' (SEE DETAIL TYPICAL INTERIOR NON-BEARING WALL SECTION K LINTEL SORE bkb•x16"KNOLKONr BLOCK E :\STANDARD SHEET X-REF\FRAME WALL SECTIONS\NON-&26 506 62.E 05 STATICAL IN 3000 PSI CONCRETE HEAD JOINT FILLED w1TH FIT LED CELLS-CONE FROM FOOTING 3000 PSI COWL.AND N#5 CLINT. TO BOND BEAM SEE PLAN FOR LOCATION 12 }'DRYWALL OVER J"P.1.MRRIFK ARGHITECTLRAL FINISH STRIPS®16'0/C PU R41 INS,LATION VERIFY TRUSS HOLD-DOWN PER F]Jo. 'MASONRY TYPICAL Q NSILATION BAFFLE - TYPE 5'MORTAR 1'x P.T.BASE NAILER N STD.40 DEG-HLOKNN N 404'INSPECTION PORT —ALIHHHLM DRIP EDGE AT EACH FILLED CELL i 2 2x PT.S.BFA5CIA Z b'HIGH ALUMINUM FASCIA `L'E CONL_VENT ALUMINUM SOFFIT t/AA V�'VA/�A%AA%AA A/AA/AA/A% < ^ •�• 'rn 7 z 3 R o NO'E.FCR ADDILIONA��VA��VA��VA��VA��VA��VA�� d< INFORMATION NOT SHOWN, \���\���� SEE FOLNDATION PLAN 0 F IZ ARCH SOFFIT DETAIL AD TYPICAL I-STORY MONO WALL SECTION (WINDWARD) A 52.O 52. \STANDARD SHEET X-REF\MASONVY WALL 5ECTIONSWINDWARD ARCH 5OFFITDW6 TANDARD 51LFET LEAUEUTVEOATVE N.ALL 5EGLIONS\I STORY MONO(WINOHARDLHI-O FOOTING INFODWG 2'TH'b2 STEP.P:F GARAGE BULK FASTENED TO MASONRY PRE-ENGINLEEED WOOD¶3/TOTES PU 1/2'x8"/'BOLTS OR 1,2'DIA 4301 023/ON CENTER 200/ ATE W/6'MIN EI-ULOMENT INTO 51 MPSON SET EPDXY EN 3/16'x1"DIA. PLATE WASHERS 0 12"O/C VERTICALLY TEE APA RATED MIN.SHEATHING \ 12 FASTENED PER ROOF NAILING SCHEDULE ��� 1VERIFY HUPLIFT STRAP(`� Irk _ ` J' ���, RCOF FRAMING RAW a.a • • ° GARAGE DOOR DESIGN AND ' � TRACK MOUNTING DE RAILS �-- -- - -- _ ARE TO BE PER THE APPROVED ♦— - - +s VERTICAL IN e MASONRY PRODUCT TESTING. FILLEU CELL PROVI (1/FILLED Y THESE DETAILS ARE B THE DE I/O"454 /SET/ODE OYF PD I! M IWy CELL FOR OPENINGS LESS THAN GARAGE DOOR DELEGATED '/N' 8'PETE/I/fL RAILS OR DRYWALL- OR I CONNECT TRESS TO TOP PLATE 0' 1 -0'AND/2)F OFEN1NA` ENGINEER PER THE COMPONENT SLEEPS O/C CE we b• /C wAL�` lI PV(3)Ed TOENAILS TIP SP WIDE AND CLADDING PRE5URERS R MIN/MUM INS.'LAncN-1 SHOWN HERE WITHIN LE 2x TOP PLATE(SEE 0*ICE I'VT' WALL/304//CL BLOCKED DETAIL FOR ADDITIONAL INFORMATION) O W/NO 6-1C"TV/EGOS IN OR 5? N 4'O L EDGE.12"G L_TELL \-SMOVTN SPA FROM EA.STUD TO TOP TYPICAL GARAGE DOOR BUCK DETAIL � 'N°�_, � PLATE a"SAME SIDE A5 NPLIFT 52.ID CONNECTION F:/STANDARD SHEET X-REFWVINDWARD\GARAOE BUCK DETAIL)HINDWgEO)OPR __--. MIN 025 -OR w 2" BETTER 5TUV5 N'6 C/C-AX 1,00 _ -2x BLOCKING®HALL TUD5 IT I6 OG. BOARD SEAMS x ' _ `Alit r L'P COU M FAST ENIN6 �� r� � LOAD BFARINE OR- �, _ 2 x WHITE WOOD 2'xx MN P P',nTF W III 1 � +IPA T F. M A�MEMBER )e -45 VERT.IN IL-ED DELL A EIC+.PIY IS ADDr:: 1 � I 1 .,. � � 1/_'x B''JBO' .'W/3!6 x2 DIA PLAYE lll'""' "� DETA-2 YTI-cP F -FE�'cE WaR®24 o c VER ncnL P �cra-A� vETA:, r--oR,,.�anor+n._IN.,�M.,T,oN) Ii - 8 1 1 -2 x P T_PLATE a R^PV P Daft so Vs 1 1 N fir. 5 OP U:l1 STwvF(sz ,h-we A \ V TV A A A A ALT 15 GRADE 1 -'LY MNIMP - },J, u;CO MN SE IS B-'8"5�IE. N R., rr IN L.^.I OS BE ULLE�IEOU—1—I -°_ - �V�\L"/-- N ORMA.O FIE -,ON _� 1 X" OR SE/PV b"MIN OF'2"MEN f \/ 'ALE F C R J CL NN +GVL� %/ I STE FO DD I ".4N ✓^J 2x r2 5 `-`I °u TYPICAL FRAME TO MASONRY WALL CONN. a TYPICAL I STORY SECTION AT GARAGES _, r FRAME BUILT-UP COLUMN (BUQ DETAIL �� sz.o s 4".LP,k_- il[_T X-REF..RAME r^LAL' PL-'DNS\SL ELK,-;RU`;`, .�TAM1 A� ;rxl r X RE-YD',.ONR. 4ALL SECT ONS\MAS-TR NF:,ONN ONNL'K,',f D DWG N'!•.E_. ALT At. 1 / F 062 7 i I I 1 SVRE LOT 12 BLCK 3 . W Q 8"NOM.PRECAST LINTEL ABOVE OFENING S F 2a�d- � nPlcaL aoa � UL = vDOWoo N ,coraaEcnaN PER MaN SJFACTlRERS SPEDFCATKSNS HIGH UNIT OR H.RRICAW F'RECA5T SILL W/ n� FULL MORTAR BED JOINT DO NOTSPLIGEWINDOW SILL BELOW MALION CONNECTION 8"KNOCKOUT BLOCK FILLED WITH 1500 PSI MORTAR WITH U)•5 TORT.FOR OFENINSS cno FrI£NINEGREATER THAN b-C OR WINDOWS THAT RECLINE VERTICAL MULLIONS.NOTE:IS TO EXTEND 6"INTO ISSUED 11/17/05 ADJACENT FILLED CELLS EACH END TIP. REVISED n£'/U5/x, \ N MASONRY TIPRRL LINTEL SCREEN APR)FELL HEAD 101NT TYPICAL SECTION THRU WINDOW Q F:\5TANDARD SHEET X-REE'FATdBsFd\TFPICAL LINTEL SECTION(WMDWARD).UH 52.) NOTCH LINTEL WHERE KNOCKOUT COURSE WITH(I)#5 REQUIRED FOR CONCRETE CONT.FILLED WITH CONCRETE_\ PLACEMENT ci II a g P< W e z z STANDARD MO DEC.HOOK ' Iw z e v PRECAST LINTEL FILLED IN OPENINGS GREATER THAN SFT I z _ - U ETA ((I))U5 OR AS NOTED W -_ OPENING ON PLANS \ 1ru f-FILLED TELL WITH(1)#5 VERTICAL co SEE FOUNDATION PLAN FOR LOCATION REMOVE INTERNAL INTERMEDIATE/ADJACENT FACE CELL OF MASONRY BLOCK TO ALLOW ---" FOR SOLID MONOLITHIC CONCRETE PLACEMENT FAITH FILLED GE!_L.AT EACH SIDE OF WINDOW OPENINGS.TYP. -DFIE CA:4 LINTEL TOME SF-150 THAT .— —_ _— � __._ PUCK AND i3LOCKING ARE FLUSH WITH A _ 11 I / BOTTOM OF LINTEL H J - �LLL T .� T �� _ LINTEL SCREEN a D � DD I -= SECTION A-A �[ No E5- I. FILL LINTEL AND CELLS A[30VE L INTTL N N I _ 1 _ yI 2. VERIFY THAT ALL REINFORCEMENT HAS SEEN PROPERLY PLACED 3_ SEE PLANS FOR ADDITIONAL IN ORMAT ?N - ---- - 4_ DOOR AND WINDOW INSTALLATION TO BE PER MANUFACTURERS SPECIFICATIONS Lr� T � TYPICAL PRECAST LINTEL ASSEMBLY N / F:LTANDARD SHEET X-REFLMASONII IN..'L EC 7ON5\LISD ASSEMBLY DING 1Li N6 \ � I i � � I a IF CON..LEVCFR VL( 55)050K F FATR WCOD 12C- OC_vA'.GH IN RO 2'>:E Vs x'"T-CONS W tl' Pi NEEDED W/FLOSE CONCRETE CONTACT / TENE CONCRETE/MASONRY-I/ APGON.,® MM ILrj TER x A'GON; / E"O c EAGI ROW 1Il"MINIMIM EWE IS TANCE 07 FAR/F B F DE ' FA TENFL r-074)-I2C FOES/SLOB EACH RAFTER v A-.erc N dns �D,.FW FRB WUD-4 ®FDVEl, - 1 15"ALL M 0 / J .IT 1 'IOW, \ MAX FNL 1.AR,l/Np RVE. FASTEN NOTES. / F,'0., N D �• �. BRA OR R.5)/E"JCK W/(4) I C 1T"DI LTI POVd)ER AGTUATEp X4 RgFT lF ER®I6 OL_ NA'.._ M SR HP YO I,-SP!I.. FAT EVER SR EGUAL W I/2"Ef 9NT / ..Rh .,_KE OR.,..:PLED SPACED AT V O/C MAX_MAY ME ISTO 1MED T IN F YW( LETUP TAFC045 T� Y�VON-4 Ti_115IL/NAIL ,//T AC — �.F"� F OOK / AE_ON OR POWDER ALITATED �I \ \ 1'X6 irB h/3-I ACED AER i E 35A E O r"_R:^"ME Ek ST.K/4 A FNFR -,MALL ME f!5TALL G IN SOLID / CC—SORTIE[1(1ST-MASONRY_ \ /\ -i] NA.',KICKER IL EAF?_R C:J P FIR SOCRE: _AU_K ALA IOC TTHISAIL /3)Od 501150:55 BE USED IN LET OF -J - .R R Y i.FGON5 WH N 5JBSTRATE IS G015TRX,TED \ C Xc KGKFJI FIT J RgF'ETL IC: E . FT. 16' '!C MAX OF FRAME_ NOTE W NOT 5F'JT LLTff3FR - 45 0)IEe, :'TCXN ,,EALA ENEJ MAX. A.i _D Nd,PLS N EACH KITEER � r MASONRY ARCHED H WINDOW/OPENING DETAIL T EYEBROW FRAMING DETAIL ( E Ni. S21fl S-iESIX-ETUMH'-CSL/T PALL SELTIOSOIMAHONAT AR:."OFENNS TOTAL F, 'NOART;REEF X-REFSFESTNEF w:,_g: ON.',.'T,EADW /AMIN,::._ ....LTNC - 45 5 TRU55 GONNEGTON' -/EPULE 45 NGINFLR OF R_..os7 HAS Nor FEVIENG7 THE FINAL PRE ,'GINS RLD NOOD TRL55_AYGUT OR ENG NE=R'.NO ( I HE,AL20 WIT. /5)IOP X'1/t 8 5 /I6 EMBE7MENT.SEE U/53.1 G E IF� GAD PATI+s. ENGINEER<EE VF5 HE ROOF-I � 9 o g /N / MACE A REV15.0N5 F.EMED NECE55AR AFTER FOR ADDI T IGNAL IN=ORMATON TI' AL Ru55 TO MASONRY (NNEGT:ON) (J=SOLE) ROOF FRAMING AND FLOOR FRAMING TO BE E TR55 Fv,NE=RNG aN LAYcur E 5P�LI D TG k 42 SAID ENGINE-R. 2 456U5 "H SIMPSON HIo w1T'(8)SO X Vz'NA[S r0 RAFTER 5 RLArE)lo)Tc'AL.SEE PRE ENGINEERED WOOD TRUSSES SPACED @ 24"O/C r �J: AS A GONDI TION OF THE 516"1 ASS SEAL OF THIS L )02/53.1 FOR ADDITIONAL NFORMATION(TIP CAL-RU55 TO TRAME GONNEG-ION)(U=990L5) MAX. DRAW NG-ER 616'5 30.Oc6 DELEGATED ENGINEER'S55554555I!HY THE DELEGATED I SEER INFER 'TINC ENGINEERER SH SHALL PORWARD r-DE- TED _ �, ENGINEER.N6 DOCUMENTS TO HE=NGINEER OF RELORD TH R NOSES A TRUS `O 4 G UNLESS O ISRAEL SE O ED,ALL 5 _ -6D TOENA.L5.SCE FOR REVI=_w. FaIwRE-c F �1 DOUB_�(2).IMP..GN HT520 WI iH(48)'OD X I/2 +() oANA HE ENS 3 MASONRY GONNEG`I055 TG B HETAL20 DIRECT RES LTS IN WITHDRAWAL OF E E S SEER I G e n 163/53.1 FOR ADDITIONAL NFORMATION.PJ=2900L8) SEAL OF THs PROJELT_ OR APPROVED EQUAL S_E DETAIL FOR ADD'TIONAL MFORMATION 4 DOUBLE(2)5IMPSON HE A20 ONE SACS 517E OF TRJ55)WITH(20) OD X I I/2".SEE G4/53.'I FOR A500 0NAL INFORMATION.{-FL U=2035L3 2 TI'U=25GOL5) ALL A 06 AN T- N FOR 5 OXT.ORS CA 650 AND T-ancHOR sP=_c. UNLESS OTHERWISE NOTED,ALL TRUSS-0 FRAME N N Ln N = PERMANENT LATERAL BRACES AS NOES FIED 9-THE ' 106 NUMecR 2 GONN'GTIONS TO BE SIM°SON'HIO.SEE U U U U U U U U TRU55 DEI ONES SHALL BE DIAGONALLY RE5 RAINED TO O NOT USED — -- PREVENT BUGK�wG WITH 4B DEG."X"BRAaSG AT zo'-O" ssuFo n/n/os ON CENTER OR'ERMINA TION,WHICH EVER'5 E55. (SEE DETAIL FOR ADDITIONAL IN=ORMATION. 'I FRAME 4 OF H B 9U."X"BRAGIN&SHALL BE 2"x4"n2 MSFO i,5/ 05 II, I 6 i NOT USED CJI, L,. ail CJ1A —--- �/ U74 w �,JTAI .I, CJ3A 'LNess n,ted q hn Ise A o q�C w s De s q 9 En111 A-1h exrcr op c II NOT USED CJ5 __ TP2_ CJ5A B°q"d w¢h 1 3/B aryWo.N sgrgWs qE�i q<(51 aPse<,,,5)Ii 3. /' SEE G8 53.1 FOR ADDITIONAL INFORMATION_ NI /I SIMP50N —TIP I ' CJ7I _ 'CJ7A `I w p p A5 G ICI S LS'!PTA AITH(IS)IOD X 11/2"SEE 09/53.1 FOR ADDITIONAL INFORMATION 8 u-2560 4 4 U A4 1 ;T WALL KEY F F F A2B 2 81 X11 X42 A aI — y 4B"ON SENOR 2'�MAX. 2%4'ELATE D,NTE)EP W IbaD 5.4'00 + + + + F�1 4 P NESS) 03 0455 "L'BRACING REQUIRE-ENTS WITH(3) D I/04055055\2 04 TEE 5)050 TLOCKINO LAP rJHEAT�IN�j 2%a'5119-FASLIA MIN.W(3)-16D NAILS AT EA.Li1rID XFI sTUD NO - BRACE mZ 2 VJ O° 4 O 4 O T G p0 14 2 xa cRa55 eRALING rt 111a 4°p/L 4 O i ) ) ) ---- �••� '�+ SPA&NG L"BRACE RAGE PAGE L �p�gaa 2000005052O ARLHITECTI.RAL FINISH "-4'0' �I CT2 i B RIC6E AND RAT aM5 5B.FA5rT_N W� G/6 Bq.NDARIES 5-A/L EDGES 5400 16dv 3 I/2"®EALH.XIINT NOTE: L'BRACE TO EJ(TEND AT L=AST 90%OF WEB W r PR-ENGIM_O IOOD 5TRllL111RAL GABLE TRrh WITH 51UD5 e 24"p/L MAX r BRACE 7R arz≤-En6INE /tars sEEcs X11 1 p --- -- ARALH OH2 fRiF.fiO 1ERMEDIAIE OP LHORD OF 5RiL'LNRAL GABLE yy F a ,RU55 WIiH(31 Iba-OE.`WL5 TO PRWIDE TOP n BOTTOM LICl2D BRALING I _ I I 'I � GL1Er STRAP lsEE RccF FRa11ING PUW I ' II 15NRE BARRIER — - —1 BOSTON HIP ( 7-0" OR GREATER) BRACING DETAIL -- 614 --—_ 60000350 SHEET X-RE-VYNDWARDIBOSTOHS''FT OR 655405 5645155 PETAL 5150014540 — III 48"ON CENTER � I W'TH(3)16DX3 I/2"TOENAILS R 5-AGGER SEAMS) 7 1955 'X4"TOP CHORD BLOCKING LAP SHEATHING 2PLAN FA X4"PLASTENED W/I6DX3 1y"5 4"0/5 MN_ 2 ' JOINT FOR(4)TRUSS BAYS T- 2x MI00060 FASCIA 30D TYP. R-1755 ) - ' ,(3)Ibd NAILS AT EA_TRUSS Iy IIZ9 x� AlA ®4sO6�/X4"GRO55 BRAGIN �AZX4 OJTLOOKERS®24"O/G _ / // // A3A ®R DGE AND BLOCKING LRGHITEGTURAL�NISH !L1 G(ABOVE BLOCKING I /I / FULL HEIGHT I'"OS.3.FASTEN W/8D®4"O/G BOUNDARIES,6"O/G J EDGES AND 8"O/G FIELD _ /' e-n51 e.1zm 'i. 2X4 GOVT W/(4)IOD NAILS EACH VERTICAL II78 / // /f d' I Ih 1029 1 PRE-ENGINEERED WOOD GABLE TRU55 WIT,-STUDS -------- - -- 24"G/G MAX.FULL HEIGHT"L"BRACE PER q PRE-ENGINEERED TRU55 SPEG5. I %I /� -- — — ' ---- A3GE 2 X4"BLOCKING NO(3)IHO TOENAILS N EA.END=GR E'' 0 BI (2)BAYS N 4OO/C MAX 57 E1 U5 G GABLE BRACING W/ LOW ROOF �1 G I - B2G w CJ5 i ■ i �/) '1 F�STNDARD SHEET x-SEES eRALING W Low ROOF �I/ �J F 48"ON CENTER CJ3 2"'AX. - "X4"TOP H 'NC _- 2 C G OR2 BOFNA .� '_AP SHERSEA 2X4"PLATE ASTENED W/16DX3 ®4"G/G MIN. - - � � � � TE17 x OENAILS STAGGER SEAMS) PER JGINT FOR(4)TRU55 BAYS _ C 1 A �I CJl 2"X4'GROSS BRA 2x MIN.rA5GIA BOARD TYP_ I VJ/ 2 X G 4 OUTLGOKERS 5 24"O -- GIN RIDGE AND RAT RUNS ARGHITEGNRAI_FINISH C2 U U U N/(3)16dx 3 1/2" EACH_CRT G'- KING {® O"O/G ABOVE BLOC - A"05.3.-ASTEN W/8d®4"O/G BOUNDAR.ES,ENS O/G EDGES . I• V. 4� AND 8"O/C FIELD III 2"X4" TIFFI NEI PRE-EN5INEERED c - '1. R WITH WOOD GABLE'RUBS WITH SSES D Oo x 3 I/2'®4 0/6+ I ®24 06 MAX. L ERASE _R PRE ENGINEERED I(3)IHO INTO GABLE SOT. -:ORD TRUSS SPECS. AD2 TIRE - DE7AIL5 A"TAGH GABLE TRUSS TO PLATE ASH ISUN 4 O/G _ E M -1i _ - -----'TO BARRIER - }LEVATIO II II N "A" � C 2'x4"BOTTOM CHORD 5LOGKIti6 WITH J 40"0/0 FOR,4)TRU55 BAYS JJJ/ 8"MASONRY WALL GA SN''_PTA 54 24"0 FASTENED TO BLE ) SHEET (3)'.bd x 3 I/2 TOE NAILS EACH END FLAT BOTTOM GABLE GI 8"KNOCKOUT BOND BEAM 'L545 CONS.AND(1)$5 GONT P 55iW5ARD SHEET 0 540555NSWARD,RA GABLE TINETIARE.DWG r j' SURF- - 12 BL 8�IF ova • g � J 8 sgg TS—1 Od %1 I/2'NAILS p hu(1/16"EMBEDMENT BF E f . �A�E,�E NARE UPLIFT FI I F2 �ssu£D 11/1]/05 _ _ NENSED 06/0]/06 c 1810 LE 41`,LE J IIOO LE p g-Tle --'---"slrrsrn s ron I ESAL2o HETAL 20 c1 SCALE N.55=1-0" 53.1 F:\STNDARD SHEET x-REF\TR MS CONNEGTIONSSETAL 1717145 F m a =z� gF51 , s Sy-W �- c (RI Rd x I/2"NAILS TO `- 450 5E LE 525 LE P C RAFTER AND PLATE(IF)TOTAL ] O N SIMPSON HI0 F\5TNDARD SUITE'B-REF\TR1Ef SOIMRESBIOIBS/HIOIDPISx-3 1 SEE ENS.FOR NAILING DETAIL INS'-ALL HALF OF (45104,1 I/2'NAILS IYPIGAL-, / S S EAST?=NER5®EAG4 2"z4•BLOGKI.-(2)Rd (4)Ibd TOENAILS TOENAILS®EA.END tYPIGAL--\ \ ,?VIII END OF S'(SLAV BLocIrG AT RIDGES & VALLEYS DOABLE TOP PLATE I OF FRAMING MEMBER) i •1 �^ RIDGE VENT_FASTEN TO ROOF -SEE ENS.FOR NAILING DETAIL I I "ILTLh'(OL" PER MFRS INSTALL INSTRUGTIOT5-\ ' SFE RAN FOR ADDIA,ONAL SIM P2N 2 TYPICAL) ) ( INFORMATION TYPIGAI. 24 BLOCKING®6dTi SIDE5 OF VENT TOP CHORD OF ENS ROOF TRUSSES AJl / • T W fZ)Ibd TOENAILS EA END m (2 SIMPSON HTS20� L R7-1 L 514 I P j (SEE 1N5T SI4 RIDGE VENT DETAIL IE•TVE CLEARL5 URIDGE DOUBLE SIMPSON HTS20 vENr MFRS Rucno W BK) F:'OTANDARD SHEET x-REFVs R- TETASINSTRIDSE VENT vFTAIL S3_ F,\5TANDARO SLEET x-RLaTRUss LONNELTIONSV2)H P45 18)Rd NAILS NOA j^ 2-FLT'P1(5[NA AFEF(EET WOOD j I AG TO/SF CE EACH W V+! TLILTAP COLNMN.TACK sues. TN/LESS E k155 T t9GAL OR RAISED REEL 15555-, O IOD X PLY,24 E PLY � T T \ I 1 \ Pl I UPL F F I M .�oE BL cs L v e W CONS.EILLeD LIOTIE c;OA �_ ,,B_ L 1(''AD,''P_F -S/SAID W/SIMF'�AN SET EPO%(' G.I.P.TI[3FAM ) ('ED EMBEDMENT INTO FOOTINS(NOT V INCLUDING SSEF5)OR IS EMBEDMENT® - - - ' CORNER ILLED SELL OR 12'EMB_® / I{ / INTERT1EDIATE FILLED SELL.INSTALL®CENRP NE IT/EN BOND BEAM CONNECTION qs-4 ® U rE MOI ov IT[ Ax,^Ic -� r T_DATE PEAL OR IJIJ� i �� _. S IiRE BARRIER �() ✓ ✓ Lt VVV i r r<< UPLIFT - / 2 ; 41 IS LB MOLT:KE PARR -• I SIMPSON HTT16 ca DOUBLE SIsON HETA20ti� e s3� 53= FurANDARD SHFFcGorvht-G T^r,. 'cDAL Fv5TW'Ac. P2 a 6 2007- 20-0"MAX 20'-0"MAx THIS IS A DANGEROUS CONDITION X B DET.SEE ONT.BOTTOM CO D BRACING I"X4"MIN. _yrATwNv FIG. 2I3 � FIG_I FIG. 2Ag" C.OI-ERESSIon WEH5. TO PREVENT THIS DIAGONAL BRACE RESTRAINT VUH2 { �j g �, BEFORE Ate AFTER�_ FAILURE,ANCHOR HITHIN THE LNIT(3A 4 3B7 -- - Ox BUCKLING. OR.RESTRAIN THE EXAMPLE TRUSSES � � 3�LL LATERA 1 54EATHING gg�gmoC ""° CONHNL'O15 LATERAL BRACING_ COMH2E55ION VEB, ;4N; Q U`k MET1iOc 5dom IN si9 O V (U B)MAINTAINS BALING,EUT SLOPING OR VERTICAL, -Q oO PERMITS LATERAL BUCKLING FIG.2n OR 2B OR N®NEEDING $' R� � �T, OF ALL NED MEMBERS AT 44x BRACING. �p'23)-j 1 gQ THE SAME TIME. �'W BEARING FOR TRL55E5 OB- v W W Q 2x4 x3 OR 5ND GRADE DBR NAILED THE DRAWING BELOW(FIG.35)SHOWS HOW TO RESTRAIN THE CEILING- TO OPPOSITE SIDE OF VTEB AND CTD fit[HERE X O REPEATED AT 20 FOOT /SSRSE 0510715- - O CONTINXAI5 LATERAL BRPCIN6(CLB- � ). INTERVALS TO RESIST LATERAL MOVEMENT- RC'n5E0 06/�Zi/06 THE DIAGONAL DBR MAY TRAVERSE MORE THAN TNb ATTAIN TO NESS WITH(3)Ied -- - - -- BRACE RESTRAINT(PER- )MEI-REPS ARE 2X45, TRIY{5E5,DEPENDING ON TOUTS HEIGHT. COMMON NAILS. -_ THE ENDS OF WHICH ARE ATTACHED TO TOP 4 BOTTOM ANCHORAGE AND n LATERAL�� n CHORDS. THE DIAGONAL BRACE MAY BE ATTACHED DIRECTLY TO ANCHORAGE RESTRAINT OF LATERAL BRACING TE n THE ULB OR TO THE FEB OPPOSITE THE LLB.USE HE FAME --- — - 53.2 — -- NOTE-. NAILING SHOVYtl IN FIT.3A. F\STANDARU 54EET X-REF\TR)%BRACIN6VATERAL IRRAON6DNE I)SEE TRU55 MANUFACTURER'S TRU55 ENGINEER N6 L TOP 4 BOTTOM CORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING® TIPS DETAIL 15 TO BE LSED WHEN CONT14JOLK LATERAL BRACING((LB) THAT MY BE REQUIRED 4'-0"O G.MAX.FOR TBRA ING IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTER/A 141 FEB 2)"T"BRACING MAY BE USED IN PLACE OF PERMANENT FIRST(4)ROWS OF TRUSSES OF T-BRACE BRACING METHOD IS DESIRED. BRACING PROVIDED IT EXTENDS OVER AT LEAST 4O%OF THE WEB. OR L-BRACING: L-LIRE CE NOTES- REQUIRED MIN. PERMANENT TRUSS BRACING TB4 APPLY TO EI111ER SIDE OF HER CLB DETAIL IS ONLY APPLICABLE FOR516W,ING TFff CIW,O D NARROW FACE B SHOHRT ON SINGLE RY SEALED DESIGNS TO T-BRACING OR SCAB 53.2 BRARACNG. LAP DETAIL ATTACH WITH TOTALS AT 6'OC. Tj BRACE ETA MINE"BO%OF NED - ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. 7� MEMBER LEWTH I FOR MINI"ALTERNATIVE BRAON6,RE-RCN DESIGN WITH APPROPRIATE BRACING- O -- -DT FEB MEMBER SPECIFIED(LB ALTERNATIVE BRACING A V ---- ?-BRACE L-BRACE SIZE BRACING T OR L-BRACE SCAB BRACE `. Z y$ ZKi OR 2X4 I ROW 2x4 I-2x4 < 2K3 OR 2X4 2 RON5 2X6 2-2X4 P a = s 201 1 ROW 2X4 1-2X6 ;1 N-+ C a SCAB&RAGING: 201 2 RON5 210, 2-2X4(1) BRACING- Z - WITH(2)C003" APP Y SCAE'5)TO WIDE FACE OF N♦ED ZXb 1 ROW 2Xb 1-2Xb F+ .. 2X5 2 Ross 2xb 2-2x6(•) z ' - AT EACH JOINT NO MORE THAN H)SCAB PER FACE. ATTACH WITH IOM NAILS AT D O.C. SCP.[!SEATE T-BRACE,L BRACE AND SCAB BRAGS TO TI SAME SPECIES AND GRADE BRACE 15 A MNI"TOE CF WEB OR BETTER THAN/AlA MEMBER UNLE5 55PECIFIFO OTHERWISF ON C '1 RU TOP OF T55 MEMBER LEN[IH EN61NEER5 SEALED�6N. C C BOTTOM LFiORD H(a)GENDER SCAB ON WIDE FACE OF'€13-APPLY'U SLAB TO EACH U FACE OF NEB. I-: x RAT RUN LAP SPLICE DETAILTBs CL.B WEB BRACE SUBSTITUTION Tgz - 53.2 532 F'6TNDARD SHEET X-REF\TRUSS SHIP ING\PE RMANENT TRUSS BRACEDNI'i -- F:\STANDARD CARET U REP,BUS RA BCINGfLLB 51415HMION.CWG i.: ROSE LINE (A)202 OR LARGER 5P N2 oR SPF ni/2 VALLEY FE (2)I6d NAILS,TOE-NAILED TERN O (B)2X4 SP OR SPF#3 GRIPPE(MAX HEIGHT 6'-3_ CRIPPLE INTO RIDGE BOARD PARTIAL FRAMING PLAN _ (C)2X4 SP OR SPF#3 CRIPPLE(MAX HEIC HT E'-3' , ■^. (D)2Xb OR LARGER SP-2 OR SPF u11-2 R DGE RAFTER 3)I6d NAILS NOTE. RIDGE RAFTER(D)M05T NOT BE OF LESS SIZF_THAN (TO A) ` TO BLOCK TRUSSES _ 3)Ibd NAILS AT 24'OG 1NAT OF VALLF_Y RAFTER(A)_ �) Q J�\- MINIMUM 2"X4"VALLEY I' FRAMING REQUIRED (8J•(O)MAx HEIGHT WITH 1X4.:'AGING DETAIL as FOR (G) T-Z"x4"BLocK NV (3) N NOTE: REFER TO VALLEY DETAIL VAI_TRUS` 6 1 1 SUPPORTING TRUSS B - - Ibd TOENAIL EA END - - � 40 TYP. (B) VALL_ET / T"BRAGS I_9'-10". RAFTER` Q H� -Q' / -Q� (B),(G)MAX HEIGHT WITH 2X4"T'BRACE IS II'-2 (2)Ibd NAILS,TOE-NAILED(TYPICAL) RIDGE 'I—' �- F 5.^ FASTEN IX4 T"BRAG TRUSS TOP CHORDS PER SPEGIFIGATIO ARiFR 1' FOR 1X4 AND"1X4'T"BRACING,BRACE OBE SAM CW JF AS CRIPPLE_ F -(3)I6d NAILS, IEU55 TILED RU\ 'i/ FASTEN 2X4 T•BRACE i0 CRIPPLE W TH.bu YA Al CG. CRIPPLE INTO TRUSS TOP CHOORD NF, TOP CHORD OF TRU55 BENEATH VA LE NtU5 LL BR AGED WITH PEELT ATTACHED ED A R FR,_ -- FORLLEY CPPORTAS AUSS.EDD ONTTHE ENO6INEE N A EDf:JESIGONR TOE NAILEDS INTERLEGTIN6(ME 3)IMBER AC _ FOR THE SUPPORTING TRUSS. (r) 1 INSTALL 2'x4"IRD55 BRACING®RIDGE AND MM QTOO COMMON NAILS NA COMMON � (3)I6d IS EACH COMMON TRUSSES Al 24"OG 3"O/G EDGES AND 3" NAILS o 6"0/G EDGES AND b' (3)I6d NAIL'- EJ(POSED TO WIND. O/G FIELD O/G FIELD TOE-NAILED RA't NAILS.TOE HAILED PROVIDE 204 BLOCKING w/(3)Ad TOENAIL` NOTE 5FF 11RUCTURAL NOTE. FOR SHEATH I N6'PC CI FICATIONS SHEA H T I (A) AT EA END AT VALLEY/MAIN SPAN .) END JOINTS OF THE diFATHIN6 TO BE STAC FRED AND OCCUR OVER FRAMING. SHEATHING INTERSECTION TYP. PRCV.DE PLYWOOD CL B EACH JOINT () 6 GIRDER/GABLE BL 06/N 1// H bd TOENAILS AT EA ND AT ALL NON SUPPORTED SHEATHING '/1 . OE-NAILED EDGE TOF (VALLEY RIDGES VENT AND STACK PENETRATI TEE G) TP oR G TR NuSE S CONVENTIONALLY FRAMED VALLEY DETAIL ROOF DIAPHRAGM NAILING SCHEDULE Tab 4"G MAX PAGING Tai 53 2 53.2 AWARU SHEET X RFF'RH55 THESE INCROOF NA NE F:\STANDARC SHEET X-REF\i ALT-'IRE C,IN6Y.ON`.'-✓ALLEYP.4'iC- 1 -- _— x4 KICKER®4b _.- ....._. _. 3) K r^ AT'AL-E C.-_. �2 x4 W _.. TLS TYPICAL LENGTH L/I& NA I'ING 5CHEW,F ) DIRECRY TO TRU`f I'll f,"FG 'OF' FL/RD D X ETO T ATTACHED i ■ R.JOF 5TFATIIING W SILL'TYPICAL FIT 4A F ROOF DIAF SEPIA Z'X4''X BRACE E'-I'll ATTACHED -2X4 Y B4Af' NV C3 bd TOE NAILS ATE JONT� r /SHE ICE AS NEED HER RAT RN - ' 1 GT�Y TO TRU55 SCAB (SEE IlO!C MSIAN TAN ( F\ L/ -- - ry TRUS5L O'G MAXIMUM - �: O—_— OUT OF PLMIfi ) - FRC ENCINEEREC ROOF SPICE DI% LOL RANGES _ T ( o(In C/4' D(FT) F C _ � �� I 12• va � ENSHI.(1N> LENTrH u1N) ~z 74 I/1 / V�'FE I { ,I _ 46 2 OT ANt TA n ON TOTEANOE L YKIryL a 4A," :C ` _ 1 A� _ ... 1 (Y FA 5 IFSSE ROF P.' 2�n aIN,-�E� 4E.� ) .IPE '�EL- �1 ,2x ISAT SCAB AS NEEDED P1113 ed -P6'E-ENL-INEERED WOOD FRE CT f T Vti il_ti.NC NFEh7I OFT 3 r100C .Od D/50 O ° 'PLUMB L TNT F 3, L/7 l� 10 41/D a,a. a -NALS TOF AND BOTTOM 6HORD TYP. TRIESAR/H'O/C TRll55E U OF 0'C L 200 16 k' _5 N 24'OIL KW H 2 Bar/S � 0, 0 555,1 n s A H OPTION I OPTION 2 OPTION 3 HA 4$- J0NT L rllT f. 4E`iFC ING ITMBHE - r/ ./I x 'T r,SNUG FDEEP N RA DETAILS o vFRHc•i s< .rs W ,T�dxs'NAIL TAn-:rRuss OUT OF PLUMB TOLERANCES OiJ'I PLANE TOL,c4vu�CES ,E N„Fr 0' Nl S`1 —'2�,_ W(, c 101NA L5 EACH BEL - E. NON-BRG. WALL TRUSS PARALLEL W/ CLG. STEP( )TP2 "X» BRACE TRUSS INSTALLATION TOLERANCES S3 2 S3 T,/5TNDARD SHEET ORE F 10/5'BRACICITY[RAONG- F.STANDARD SHEET X REF/TW155 CA/S +L'1' '-A I 34NIL S�2 • F NLIR *TEST h [-CA NO'VA', SEC'CN EEC'PRL5'I ARAi[L`C51 SWCL6 STEPD649 FEB 0 211P7 1 t iiiiwieiii;i'r.iir.T r For Masonry Rough Openings C ,trP.a II } l I� Single door unit Single door unit with two sidelites Double door unit z g Single door unit with one sidelite g O w (boxed construction) (boxed construction) J J Q 6" 6" Cn O_ O z <1 ! ! ! 11 11 11 I l 11 � o S S - SILICONE APPLICATION MINIMUM FASTENER COUNT LATCHING HARDWARE Thliuw assembly instruchnns PDE AI-X. NOTES' ' SHEET NO. a _ } Double door unit with two sidelites D 1 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 +47.01-47.0 6184.2 6' 8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 XO or OX 6' 8" 3' Opaque Door +47.0/-47.0 6184.3 6` 8" 3' Sidelight Glass ODL Screw Frame +47.01-47.0 6184.3 OXO 6' 8" 3' Opaque Door +47.0/-47.0 6181.4 6' 8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 OXO 6' 8" 3' Opaque Door +47.0/-47.0 6181.5 6' 8" 3' Sidelight Glass ODL Screw Frame +47.0/-47.0 6181.5 4J 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 +60.0/-60.0 4177.1 p N OXXO 6' 8" 6' Opaque Door + 50.0/-50.0 6184.8 6' 8" 3' Sidelight Glass ODL Screw Frame + 50.01-50.0 6184.8 Q a (I) X 6' 8" 3' Glazed ODL Smart Frame + 55.0/-60.0 6142.1 — CId XO or OX 6' 8" 3' Glazed ODL Smart Frame + 48.0/-50 6142.2 Q' 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 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 + 50.0/-50.0 6142.6 XO or OX 6' 8" 3' Glazed ODL Screw Frame + 50.0/-50.0 6142.7 } _ 6' 8" 3' Sidelight Glass ODL Screw Frame +60.0/-60.0 4177.1 OXO 6' 8" 3' I Glazed ODL Screw Frame + 50.0/-50.0 6142.8 6' B" 3' Sidelight Glass ODL Screw Frame +60.0/-60.0 4177.1 XX 6' 8" 6' Glazed ODL Screw Frame + 50.0/-50.0 6142.9 6' 8" 3' Sidelight Glass ODL Screw Frame +60.0/-60.0 , , 4177.1 OXXO 6' 8" 6' Glazed ODL Screw Frame + 50.0/-50.0 6142.1 6' 8" 3' Sidelight Glass ODL Screw Frame +60.0/-60.0 4177.1 SHEET NO. D2 �t4 L1 1 21)REV AA E MQLEL I O 25 GU 01 7/2002 NEC. .LALts'aEF. 37' <5 5 DES/TEST, RLBSHNUT TESTED 6 GA PLANTED END STILES ATTACHED TO DOOR ONE INTERMEDIATE STILE RETWEFN EACH EMBOSS LL?CADON. SKIN WITH PATENTED TOG—L-Lf}C S1"STEM ATTAC;HEO W/ TOI2 L LCY' (TOP & ROT) (TOP, BOTTOM &. CENTER). HORIZONTAL TRACK SUPPORT BY AND URUU'M E ADt4r E (ALONG CENTER) 18 GA GALV. D0 BU END STILES DOOR INSTALLER TO .SUIT) OPTIONAL I/S"ACRYLIC OR ATTACHED TO TOP AND BOTTOM RAIL SNAP LATCH ENGAGES"'7 _ #14x5/S` SHEET METAL SCREWS^--� .,„,..,..A f 058 GLASS DEEDAVAILAR1.E \WITH PATENTED TOG-L-LOC SYSTEM. ONTO VERTICAL TRACK. � \� LHR. TO- BRACKET .--DOOR COUNTERBALANCE SYSTEM (SEE SECTION S-H) 1 ONE SNAP LATCH ON a a\ \ DOUBT.± HOH€/ONIAL iiIfñ _ Of DOOR a TRACK yy N I _.T_; _ r .,.-^ : INTER, STILE DOOR 1. GA. a,ALV. S E9. OWE BRACKET. 1�A"x3/4" SELF u LfSE$A..k✓ r t I' OUTSIDE" KEYED -= _ ENT) T APING SCREWS. EU54 HEAIIR>tM UPI1i3N IT MEW "p HANDLE Sn 74 tzA p r 18 q& {zNTKRMFnTA.TK A GE w • VIEW "C" I ,,.,, . 1'LE�Y_..:i.. rR4CK c>7FkGURATtON _._ .... _ ._ '^INSIDE HANDLE 0S3CX NA SAE H[I MT I ._.-. __ _..... kDQN F ? GALV STEf_L TRACK. 7�� 76 ill IA 1 1j [1a s t" DOOR OVERLAP (EACH SIDE;— F...STOP MOULDING BY DOOR INSTAL ER (TO SVGS " r SODS BOLT 16 GR GALY. STEEL PAINTED £ND STILEB 1" TRACK TH CKNESS: A83" �-TWO POINT LOCKING END L K E 2x6 YELLOW PINE JAMB .: OC 3tt,ACE5 .. V ig CA G.tk«V. STEEL DOUBLE ENDS INTO TRACK. STILE 1x70 VERTICAL .'� l J� TRACK. ONE .,,_ ,:-♦ ?O r„A. f,AL?i. rTFFE, INF7 R STIR z ,�T'kY'. 2._1/2"x 7 2 GA. gALV, • I. LOCK ON .__.,I _. .._w_ .. a STEEEL. TRA(u BRACKETS. .. - EACH SIDE „y+'.-.^j o Ep=LANCE BEIW}:k.N HRAC.KE:I.; . OF DOOR, RRAGKET FASTENED TO WOD0.JA i NOT TO EXCEED 14 O C. t-LOCA ON OF ( A OPTIONAL OU-SIIDE KEYED LOCK POSITION, NSILIE SLIDE SOLI WITH 5/76"xt-5/$' LAG SCREWS (6 TOTAL BRK75 PEER SIDE OPTIONAL VENT "`...BRACKET` USED FOR €2CE-ceplaN NOT TO" CE 14" C, FCF E.KJ�aP,5 OF"! Ht6H. MAX. DOOR WIDTH - BOTTOM DOUBLE END Tt E 7/16" NUT OR PUSHNUT ` ? FND { INSTALLED ON ROLLER SFAFE\ (7 TOTAL BRKTS PER SID£ STILE t4 FOaR UNRESTRICTED OPERATION FOR Da;;ORS i"IF TO 8'C" HIOH). STIIRTLE 2" C>ALV STEEL )RACK FASTFNEC TO—' FASTENED TO END STILES EACH W'4Y 18 :A CAL. LTEEL i'1ITEP HINI<E DOUBLE TRACK NOTE 1: 12 C, GALV. STEEL TRACK BRACKETS. /( ('; 'DOORS UP TO 7'—O" MUH CONJSIST OF `4) SECTICN7, SHOWNt. 14x5/8" SHEET METAL SCREWS AND F TENED t_rE- S. ":S t{'J4) €OW HEADROOM tlS i tt TRACK ATTACHED TO EACH BRACKE3' ) AVAILABLE A5 AN ORTIOra DOORS cn'F.R 1 O" HIGH CUN`s_IT O C53 LCF.«TI'Yar aHvlWra). D71'TSIDE 1/4 SEI-F TAPPING SCREWS PER �4x«,8 .>E'T M`T.+. .:u Ex°,. HFN%E WITH ONE 1/4"x$/8"" BOLT & NUT :SEND HINGE 5105_U THE DEDIUN OF THE SUPTOPTINT STRLiCI URAI, ELEMENTS 08 TWO 1/4' OR, RIVETS. " CIA, ETA¢G STEM, 10 BAE.L _s,Eit FIOLICR. SEAL RE DIE RESPONS11tl OF Tilt €'I:OECT IU1A, -F RECORD FOR THE BUILDING SIR STRU TJRE AND IN ACCORDANCE " LOCK BAR WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON ENGAGES IN 05EIM U t°lSPF 1 HY OTHERS m@k?E....CS THIS DRAWING. Iv . vEIi_-€?I� TRAH!i 011 Eta C_ _ v EACH 510E H"K usa'nt (TOP) JAMB OF DOOR. '-- (NO L'tAC FROM DOOR) FRONT FRAME WITH U V ) COATING ON OUTSIDE SURFACE J; TC+_a -jE f 7[?>1G..... TR!JCTUPE,._t��"TA H'w4Et�T -�`- f, ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THE". FROM TOT TRACK I .c41 , TO 7'E 2x6VERTICAL YELLOW PINE (GRADE #2 314 RATER) AMV5 RO ND OAD FM THE DO R Z L'i S/IL:Si_^raFW IS TRANSFERRED TO THE HORI.ONTAL (TORT 1,-WS 0 048 LAS RJR t WIN N 01 B-S"E 2) ALL JAMB FASTENERS MAY 8E (BUT NOT RE.,UIPED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING 'URFACT MOLDED INSIDE 1,b ACSYYLC SECTIO FASTENER Gn ENE MLI,41141 t 4 1 L1Rxi14" Par {FAD ReW 1.'UOO FRAME BUIL DI GS / Q Ltc>ZRE:WS PER UTEI .._� —� { 2"THICt $ILO WALLS OF DOOR OPENING FHA L 3E ROAMED 0OI,ID "1Y NOT LESS THAN (3) 7,4 EU+' 1" WAN 1') TIE AFTIONPL,"F₹AZINxi TN 014 PHIS i>RA'NINt;44515 1141 OR (3) 218 (LIP TO 18'21Hx8'H) PRESSURE TREATED GRAPE #2 'DR BETTER WOOD T . "'R IO ,^F A - E".:: Q a *144LA'SNO i RECOatWE1e)'S F TH -L5R' .9.At,.'Y' (OCR GRADE NOT LESS THAN 1200 PSI NOMINAL1Y1`1ENIE FIRER STRESS IN BENEING (F,). 41,'X. .: MIN. Ns. ( of .ter bSECt. �e�8. v�art a�G.,ti4T uc"�"i'THE tst^A'"f R[5.'tutt STUD WALLS TO B£ COAT 41001)5 FROM Fv`O1TN=, TO TIE BEAMS- OF FASTENERS '^ I EGtilIR£i7E?77 f�R WMJBCfINE Tm' I1E.>6N5 x1?#U PER VERRC.AE vJ I IN SGL?, 1654.t.{04 THE C1.0R104 0(4,310 CITE. I,af4E z Tr�t�_ :. �s1 .4'»._, t' 1 €fit Cat"K '+1 ! (?R F"r7..... F "'- 3 �,' 2x6 WOOD JAMS SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE CO 01414, 12 DA OAK STEEL TOP ROL,L.kR BRACKET. ..vU AoR'7t;AL JAMB A EACH BRACKET ATTACHED W"!t4, #T45'W' BLOCK WALL CELLS SMALL BE FILLED WITH CONCRETE AND REINFORCED WITH RENFURCIN�o BARS EXTEND'' `,., 0 A '=SET METAL SCR"W^ ACJ1JSTAB..E SLI�`E ATTACHED _.,k-_, INTO THE FOOTING AND INTO SE BEAMS. ALL SAPS SHALL BE CONTINUOUS FROM THE TIE ELI),', II 11,1 I'll' BHA47(EI WH (2) 1,4'x152' 50_'5 AND TO 6COIING PER BLOCK WALL OR CON RETL COLUMN. EILOCK WAIL). AND 01)411,141'1 CL)(M ' T) t3L 5,, II0 51113 PER BRAGNE- DESIGNED BY THE 111111 TINS. CS°G WEIR TR Caa I£ OF 115111510 77� o 2 k,. �_ I 'x6 JAMB TO 11LPPORThG s1RtJt TYRE Al ,:CHV N SHIP OAP .;gkNT5. _, (NO( Tq BE USE'1 FCR AT"A,,.WM h: OF wi'K BFtA.CKETSa T z }Y z SCR, P c W a 1 a 4 R TALI I' :HANK[( MR>MUM TA .,A. ,ALL, 111'F, i�t 1 1 L' ANt.E AN 3' 314 I.R.S"LEO - I ..".�.. F r; -,"12'02.1,FI':IW₹E f WP III R .._."----,_ BUILDNG TYPE FASTENER ""IRE I t4 JfA TENEVS 1E U1RE0n 4 CA A,(LV. ROL ER HIN«E. .,_.._ _........ _... Y ... E".^.Fi Pi'�CE F«5 Et ED « END W" A...M .__ ,sy-x:....s 5. 441.. I..NBC.L>.I...I,cRG 5116.9,100111'I41111 44,).' .NFL' A..._ _.._..... .. ,_1 ... '� S. J C). T ' 2,t?sTO PSI MIN. .ON<RP`T# ;A > t 3'E M3?, IM ER TA i t 4 ('INC Rf 5f An_.C R Y 5_Q "III) > - LET W 141 #146/S' EAT f METAL ACREW, C— 2 ANNIE") °' ...._. '�`° N.S2 i€I`1C�,k.tL.�< SELF )' x x r t7� SSA T �I E Al₹ 2 9 1 6 N tU5E S ONE 4 TALL c 16 GA « MANNE.L FIR 00011 1.ON. *11*6*YTIIRFIT'I.T P.T. I,F` C[i� }'5r (7 r" _.4 1) (" _.F. (I) '/4' T(4'x ),I 51,1 Tx£'FtN.. SCREW s'FR' STIE t...,AIIOri. F'_,7Rn_,A v.L, RA F. 1 (Scl, YIEq)"z NCRTH QIJt N,Pc.023Vz . ..F. A, h-.. 3 25 GA. MIN EXTERIOR kKtN WITH 0--40 ! THIS DOOR MEETS 'R F< FF THE 1FSIi.N I 1 IKAL L'R k41JC AI` .h1E't IF, BLUE ITT!, 113 4, ME: :7 RR ('TIE '." THE. DESIGN LOADS FOR HE 4 p '.RC v 1) TEL AL OW INS. W`:TIi A A.�r.1 t I.rHc 1,S k. Gad.Vh�€ZING. LF 511--AI I. t-1 4" 44EDE r. 1{T GA wA.t lr> STRW f5? PEI? DCU^ 0,1 ,,UA.D$ FnR WIiC ..5'11 GCTES) 3ELOW AGCOIICI`aG 7+' '1 2CI T FLORIDA IT,,LOU BAKED 0 LOD-I;EI PAtNTE.C TOP "AT sl " _ c o - I ON 16' WIDE ODORS. EXCEP f I"F1 STRAPS- ON 22ND "SJCK) At CC'RDsN,. TO TriE 2uO1 FLORIDA BUILDING CO (A;;CE"-98? IC' TTIE FO LV`Yr1N:, -- - ---------- APPilEp TO BOTH SIMF.- _: STEEL 5>T,4 t._..... <:.<. - tr -. • .Irp. (SE c INSIDE EI-EVklI_ddJ.. EA...N STRAP AT"n.,HE) -JE Nt CC'—g43) OLD THE FO.LOIINING ^C6NJlT)C?P15: 13 ",RZu I...E-[.2iC1LSi".G..,9 '.Sr.. >s'.s.raa a+-:,.aso <s+t:ct r s}a..i... ".Yea INC Al WITH T'4",3/4" ELF'TAPPING G SCREWS (TWC, CO'lD'FITNlC t}.E234#,>" :...G...554L$.5113. 2) DOOR 2i DOOR HAS 2' OF WIDTH15 BU!'".1x(5 MAN II A OL.(₹.<7 e I1 .:7261'.. AT I 'ILA S TO DOOM:, JN„ 1C:REW TJ CR1141h>„L). 'i4.. 2` E" W"'1 IN BL.. .?IIIL,u END ZONE. END ZONE. 3) USE FACTOR Cl i.1 4) ANY I'� `y, FA 1518 0� t i, 4J PTY ROOF $LOPE, 80" SLOP- hN F. T 4:3F. SE I 7E" C T FT f ;T- r.-' �- .:.Fs. J i S 5. SAFETY FACTOR, WIN SPE£) (MPH) ,,11�,s 120 « CII' MAW '144'W 3 CA, GALA. STLE 10TTGb ERA 'IT WINO SPEED NIFH-I ..`..u7 140 ' 14O TOO £YPOSUFTF f.fv'EL C E P, A.TTACA Lz AC) (2) n14x.zr .>WE METAL >'REWA PT (1 _F'. t 3 �I Ea , .__ KEA.n ROOF a i.;Hr c' ? ;.? v ' [ t 'I cc 14 JRN:6 ,R: 1w1n.1b'r .... _.. ._ Ann LAir AI r-- E' i;. L_ Ia\^: LwIA) MOAN R«(71 +EIdHT I 30 75` " Fa.UMiKbM EXTR'JSIUA S, JiN'+.'_WETHEFSTRIF>. t.(,-r�1 I F"TI'F'1 i 1�—A yfR 19Rg? 4 x t C tI ft i ( "Tr""Tt Y— fit s.'.-471,. 7 SHEET N0. o } 7Ss ar a a® to Ifs r c9 nv s r s rc 1114 (1 10511. a I p er 1 0 tI c clue a fa 1 r z N' 8586 DUKE BLVD_ Lc r p is.s,1 1 ,y o"_-- *, ,1_. ,T ar:*- ""r `q '' j' ) ... MASON, OH 45040 USA �. of iLeRsy Bs.?1*1rty { SVRFLOTI2BLO K3 1 1/4" MIN. EMBEDMENT I 1/4" MIN_ ; SERIES 1480 1580/1590 HORIZONTAL SLIDING WINDOY(FLANCE) COMPARATIVE ANAUSIS&ANCHOR QUAN71TY CHART EM1i EbMENT ASTM El 300 SHIM AS REQ`D FLANGE TYPE I WINDOW SIZES NUMBER OF 1 8 SCREW NUMBER OF 3/16"0 TAPCONS CAULK BETWEEN (SEE NOTES . WINDOW FRAME 1/4"SHIM I—SHIM AS REQ'D. T. (INCHES) DESIGN PRESSURE REQ'D. IN FRAME REQ'D. IN FRAME 130 MPH PARTIALLY WOOD BUCK & JAMB SPACE MAX. (SEE NOTES) ,' MINIMUM EMBEDMENT 1 1/4" MINIMUM EMBEDMENT ENCLOSED BUILDING MASONRY OPENING CAPACITY IN PSF I BY OTHERS /, AT EACH AT EACH DP LOAD C YY�HT/HElt3HT HEAD HEAD GLASS SIZE JAMBS JAMBS RESSTANCE 24 x 12 —80 2 2 2 2 2 2 5 3/4 x 75/8 —80 (ssB) 24 x 24 —80 2 2 2 2 2 2 9 3/4 x 19 5/a —80 (SSB) { INSTALLATION ANCHOR , �_INSTALLATION ANCHOR 24 x 36 —80 2 2 2 2 2 2 9 3/4 x 31 5/a -80 (SSB { 3/r6 DIA. TAPCON — � 3/16' DIA. TAPCON 24 x 42" —80 2 2 2 2 2 2 9 3/4 x 37 5/a —80 (SSE) SHOWN \ SHOWN 24 x 48 -80 2 2 2 2 2 2 9 3/4 x 43 5/8 -70 SSB) PERIMETER CAULK CAULK BETWEEN j 1 '�*, ;TW n BY OTHEf1S \t CAULK BETWEEN 24 x 55 -80 2 2 2 2 2 2 9 3/4 z 50 5f8 -70 SSB$ WINDOW FLANGE 1 WINDOW WIDTH t WOOD BUCK & 36 x 12 -80 2 2 2 2 2 2 15 53/4*75/8 7 5/8 -80 (SSB) WOOD BUCK 1 MASONRY EVENING 36 x 24 -80 2 2 2 2 2 2 15 3/4 x 19 5/9 -80 (SSB) \ BY OTHERS 36 x 36 -8O 2 2 2 2 2 2 15 3/4 x 31 5/8 -50 (SSE) EXTERIOR \ 36 x 42 -80 2 2 2 2 2 2 15 3/4x37 5/8 -50 (DSO) ONE BY WOOD --- -SHIM AS REO'D `-ONE BY WOOD 36 x 48 -76 2 2 2 2 2 2 15 3/4x43 5 -50 (DSB) BY OTHER 1� CAULK BETWEENOTHER (SEE NOTES) SECTION 2 BUCK BY O WINDOW FLANGE 36 x 55 64 2 2 2 2 2 2 153/4 x 50 5 -50 (DSB) -fNSTALLATICN ANCHOR WOOD BUCK 48 x 12 -80 2 2 2 2 2 2 21 3/4 x -80 SSB 3/36 DIA.TAPCON 7 5/8 (SSB) CAULK BETWEEN / SHOW 48 x 24 --80 2 2 2 2 2 2 213/4 x 195%8 —70 (SSB)I WOOD BUCK & / 48 x 36 —80 2 2 2 2 2 2 21 3/4 x 31 5/8 —50 (SSE) MASONRY OPENING \ 1 48 x 42 —74 3 3 2 2 2 2 21 3 4 x 37 5`8 —50 DSB) BY OTHERS \ � � 1 / ! ( � V > ! 48 x 48 —62 2 2 2 2 2 2 21 3/4*43 43 5/8 —50 (3/16 1 1/4" MIN_ l 48 x 55 —52 2 2 2 2 2 2 21 3/4 x 505/6 —50(3 16" CAULK BETWEEN WINDOW ) � EMBEDMENT ) MANGE & WOOD BUCK I 1 60 x 12 —80 2 2 2 2 2 2 27 3/4 x 7 5/8 —8C (SSE) 60 x 24 —80 2 2 2 2 2 2 27 3/4 x 19 5/8 —55 (SSE) C,) O.C. . � 24 MAX �— 60 x 36 —80 3 3 2 3 3 2 27 3/4 x 3i sja —55 (DSB)f V 60 x 42 —66 3 3 2 3 3 2 27 3/4 x 37 5/a -47 (DSE)I -+ 60 x 48 -54 3 3 2 2 2 2 27 3/4 x 43 5/8' -55 (3/16 ) PERIMETER CAU K i / 60 x 55 -44 2 2 2 2 2 2 27 3/4 x 50 5/8 55 (3/16 BY OTHER 1/4" SHIM / j ; 72 x 12 -80 2 2 2 2' 2 2 333/4 075/8 -80 (SSB) SPACE MAX. I 72 x 24 -80 3 3 2 3 3 2 33 3/4 x 195118 -49 (SSB)FLANGE FRA �� I �/ WINDOW FRAME- WINDOW // 1 /// / 2 i 72 x 36 -80 4 4 2 4 4 2 33 3 4 x 31 5'8 -50 DSE) HEADER j I I / % ( i HEIGHT f / //i 72 x 42 -61 3 3 2 3 3 2 33 3/4 x 37 5;8 -50(3/16') l f / 72 x 48 -49 3 3 2 3 3 2 333/4 x 43 5/8 -50 (3/16"). / I / i 24" O.C. MAX. 72 x 55 -40 3 3 2 3 3 2 33 3/4 x 50 5/A -50 (3/16 ) / / / / i / /j\ I GENERAL NOTES, 3 ��,,,,++ I 1) SHIN AS REQUIRED ADJACENT TO EACH INSTALLATION ANCHOR.WITH LOAD SHIM MAX. /l TE R IALLOWABLE SHIM STACK TO BE 1/4- 2) WINDOW FRAME MATERIA,.;ALUMINUM ALLOY 606 ?-1 3) CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBSS1LL MUST BE WINDOW BUCK HEIGHT ( HEIGHT 4) ATTACHED TO THE SUBSTRATE WITH VULKEM 11€ ADHESIVE CAULK OR APPROVED€IYJAL. 4} CAULK PERIMETER SEAL AROUND EXTERIOR OF WNDOW FLANGE 5) DESIGN PRESSURES..SHOWN ARE BASED ON MULLION CAPACITY ONLY.DESIGN PRESSURES WINDOW FOR GLASS THICKNESS MUST BE DETERMINED PER ASTM -E1300 CLASS CHART AND THE FLANGE TYPE WIDTH SMALLER VALUE MUST B€USED FOR DESIGN. WINDOW FRAME- 6) WHERE WATER RESISTANCE TEST REQUIREMENT OF 155 OF DESIGN LOAD APPLES, POSITIVE SILL /7[q� DESIGN LOADS WILL BE UMITEO TO 40.0 PSF DU:. 10 WATER TEST PRESSURE OF 6.0 PSF E L E Y / 1 TI O INSTAVEDLLATION IN TEST. � 7) INSTALLATION FLANGE WINDOW:N SPRUCE PINE FIR(SPF)WK)COiRAME USING #8 SCREWS j; OF SUFFICIENT LENGTH TO PROVIDE MINIMUM EMBEDMENT INTO THE SUBSTRATE AS SHOWN ABOVE VIEWED FROM EXTERIOR t!t IN TABLES.BJT NO MORE THAN 24`O.C. 8) INSTALLATION OF FLANGE FRAME WNDOW IN CONCRETE.OR MASONRY OPENINGJUSE 3/16-0 PERIMETER CAULK TAPCON ANCHORS OF SUFFICIENT LENGTH iO PROVIDE MINIMUM -1/4'EMBEDMENT INTO BY OTHER SUBSTRATE AT LOCATIONS SHOWN IN CHART, BUT THAN 24"D.C. 9) IF EXACT WINDOW SZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. Company of Texas,LP 1001 W.Crosby Rd.•Cerrolfoi,IX 75006"P.O. Box 819022•0oflos,TX 75381 PRE CAST 5LL ASSEMBLY DRAWING BY OTHERS CAUL'< BETWEEN WINDOW FLANGE SERIES 1480/1580/159C HORIZON TAL S ;LER t31r'�i r!Nv PRE CAST SLL WITH VJLKEM ,ar TC --- S A E - - 116 ADHESIVE CAULK OR APPROVED EQJAL AR Ir-- N A SE-CT10N _ / L 1NAVESHEET NO. 03/31/05 12/08/03 ' INS ALLATION 1480' - _- - W 1 SVRFLOTI2BLO K3 COMPARATIVE ANALYSIS & TAPCON ANCHOR CHART AS1M E1300 2 X WOOD WINDOW DESIGN PRESSURE NO, OF#8 SCREW NUMBER OF.090 DIA.NAIL OR LOAD 81' flTHER5 CAULK BETWEEN SIZE (INCHES) CAPACITY IN PSF RE0'D.IN FRAME READ.IN FRAME c�nseD WINDOW FIN 8cINTERIORCLASS SZE ESI L_ FIN TYPE W11DH71F1€iGHT EXTERIOR HEAD SILL ®_A 1A►16 HEAD SILL EA JAi18 AE951A.AD WINDOW FRAME SHEATHING '8 x 28 XX f -- - - - - - 16i12 T2 I f4 -8O (SSB)1 JAMB I 18 x 36 1O9 1O9 2 2 2 2 2 3 16 x 16 1/4 -8O (SS8)i CAULK BETWEEN RN 18 x 48 83 83 2 2 3 2 2 3 161221/4 -8O (SSB)1 SHEATHING /' R'. SHEATING T"MIN. 16 x 24 1/4 -7O (SSB) BY OTHER / EMBEDMENT 18 x 60 63 63 2 2 3 2 2 3 16x28 1/4 -60 (SSB)� 18 x 72 5O 5O 2 2 3 2 2 3 16x34 1/4 -49 (SSS)I INSTALATION ! ! EMBEDMENT 24 x 36 86 66 2 2 2 2 2 .2 3 22%16 1/4 -8O (SSB)( ANCHOR ` 24 x 48 73 73 2 2 3 2 2 4 SHEATHING 5 22 z 221/4 -3O (SSB)i ��BY OTHERS 24 x 6O -- - - 3 2 - 22 x 241/4 -6O (SSB) 24x50 59 59 2 2 3 2 2 4 24 x 72 48 48 2 2 3 2 2 22 xR 1/4 -5O (SSB)I 2L z 34 i/4 -6O (SSB) INSTALATION 32 x 28 _ - _ 30 x 12 1/4 -6O (SSBj! PERIMETER - -WINDOW WIDHT 1 CA ::NE OTHER 32 x 36 57 57 2 2 2 2 2 2 30 x 16-1/4 -60 (SS8) ` 32 x 48 52 52 2 2 3 2 2 3 30 x 2Z 1/4 -5O (SSB)j 32 x 52 -- - - - - - - 301 24,1/4 -65 (DSB)i EXTERIOR --PERIMETER CAULK 32 x 6O 46 46 2 2 3 2 2 4 30x2&1/4 -65 (DSB). FIN TIRE /� BY OTHER 32 x 72 4O 4O 2 2 3 2 2 4 30x344/4 -5O (DSB) WINDOW S=-_J k'J I\I FRAME HEADER� 36 x 28 - -7 - - - - - - �4 g 121/4 -6O (SSB) 36 x 36 52 52 2 2 2 2 2 2 36 x 4-8 49 49 2 1 2 3 2 2 3 34x27,i/4 -5O (S58) 36 x 52 34r24-l/4 -65 (DS8): WINDOW I 36 x 5O 43 43 2 2 3 2 2 4 34 1251/4 -65 (O58) - rjH. 36 x 72 4O 4O 2 2 3 2 2 4 34 134-1/4 -5O (DSB I r 44 x 28 42x 12 1/4 -60 (SSB)' WINDOW 44 x 36 41 4 1 3 3 2 2 2 2 42 x 161/4 -6O (SSB) IiO O O O O 44 x 48 40 40 3 2 3 3 3 3 42x 221/4 -5O SS8)I O HEIGHT O; 44 x 52 - - - 421241/4 -65 DSB)1 44 x 6O 4O 4O 3 3 3 3 3 4 42 x 261/4 -65 (DSB)i EXTERIOR /j € 44 x 72 4O 4O 3 3 3 3 3 5 42x34 1/4 —5O (DS3)I FIN TYPE f / FRAME WSILL j l I 11 43 x 2d 46x 121/4 8O (DSB)i y i ?,1 48 x 36 4O 4O 3 3 2 3 3 2 I { 48 x 48 4O 4O 3 3 3 3 3 3 46 z}6 1/4 —5O (DSB) j I2 4B x 52 46 x 2Z 1/4 —7O (3/16") 46 x 24 1 4 —7O V 24 r C.C. 48 x 60 4O 4O 3 J 3 3 3 3 4 46 x 281 1/4 —6O (3/16", MAX.LTYP,.IT j III 48 x 72 4O 4O 3 3 3 3 3 5 d6 x 34 1/4 6O 3 1fi" 3 / � IC) 53 x 72 4O 4O 3 � 3 4 4 4 7 i1 x 34 1/A —5O (3/16") � O GENERAL NOTES; SHIM IF REQUIRED FOR LEVELING. 1 EQUALLY SPACE 1) WINDOW ANCHORS (TYP.) 2 WINDOW FRAM: MATERIAL ALLOY 6O63 I'PERIMETER CAULK HOT 1 3) CAULK BEHIND WINDOW FIN AT HEAD SILL & JAMBS. BY OTHER j O 4) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. SHIM IF REO"D 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM :1300 GLASS CHART, j / SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED J J 6) WHERE WATER RESISTANCE TEST REQUIREMENT OF 157 OF DESIGN LOAD APPLIES, POSITNE INSTALATION j / DESIGN LOADS WILL BE UMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ANCHOR CAULK BETWEEN j / ACHIEVED IN IN TEST. WINDOW FIN & j/ p 7) INSTALLATION: FN FRAME WINDOW IN WOOO FRAME OPENING WHIT TWO BY WOOD STUDS I I USING .O9O INCH. DIA. NAILS OR #8 SCREW OF SUFFICIENT LENGTH TO PROVIDE MIN.1- EMBEDMENT SHEATING 1 INTO SUBSTRATE. / 8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART , USE ANCHOR QUANTITY LISTED J/ j SHEATHING / I BY OTHER—j 1" MIN. �•�x EMBEDMENT +(� ` C) 0 n o 6'" MAX(1W) exas,iP ' S E C T I O I V I 1Wi W.Crosby Rd. CarrolNon TX 75006•P.O.Box$19022 0 IIas;10 75381 —.= I+ 6'MAX_(TYP). ASSEMBLY DRAWING I� iV /—i I �.J I V SERFS 110O j.9Oc/197c SINGLE -'L W'AG NDCNI `��;�� vHr« t scnL� VIEwLED FROM EXTERIOR AR IP N/A I SHEETNO. l.^" ^u-Fa DATF piF tit v.-IrP, 12/11/O3 B I INSTALATION ?'.00 Page is too large to OCR. SVRFLOT12BLO ( 3 AUAIIIAN AIN 51 MOM(MAt)0QIPAMDW ANALYSIS 8 MQI(Tt OURT 556$1900 2 X tV0iX1_... ( iTJl1,1f0018A1,Q 1976 MA.t) ffe« cnr ro1H 2 x THER ASTM El 3OO 13Y oTr1ERs \ 2928 $v oFHERs wlnoOw NuuaER or q sews NUMBER or v.113s naLs 1934 SASH STILE a4TERMEDIATE SIZE 460.8568 IN 6RA96 REflI:NRID 1N 1TiAME 13O MPH PARTIALLY JAMB (14t-ES) (IFS N PRESSURE 1'MINIk9M EVEIVOMENT i 1-1/Y wnuuuu E#8608t$T ENCLOSED BUILDING WDTH J CAPApTY tPSf} HEAD SILC S$1 AT HEAD AF EACt1 DP. LOAD HEIGHT JAMB . i JAMB GLASS SIZE RESISTANCE {,{I( EMBEDMENT ldlN. EMSECMENT (SEE CHART) 1U.LJ � 36 X 44 -80 2 2 2 6 6 4 lj (SEE CHART} 38 x ax -8(1 3 3 2 7 7 S -80 3 3 2 7 7 5 35 X 52 -80 3 3 2 t a 5 16 x 241/4 -70 (558) 35 X 60 -80 3 3 2 281/40 (558}Ii 62241/40 (5SE0DULE 48 X 36346 X 443522191/40 (558)CAULK BEHIND 1IN 48X484622221/40 ($SO)48 X 524722241/40 (SSB)48 X 6044 3 822281/40 (SSS)Exterior j 48 X 72 -61 4 4 3 1 8 22 x 34 1/4 -5 (SSB)1918 JAMB 56 X 36 -8Q 4 26 x 16 1/4 -60 PER71,1E1ER CAAOLIf HorizontalB ER CAUCK 56 X 44 -80 4 4 2 1 11 11 6 26 x 19 1/4 -70 (558) I 12 12 7 26 x 22 1/4 -70 (SSB) SEC I Y OTH 56 X 52. -80. 4 4 3 1 12 12 7 26 4 24 1/4 -50 (SSB) BY OTF[R ION 2 Section $Y 0T#iER 56 X 60 -68 4 4 3 I 12 12 8 26 x 28 1/4 -50 (S58) 56 X 12 —54 4 4 3 11 11 6 25 x 34 1/4 -50 (DSB) 1 > 60 X 36 -80 4 4 2 10 10 5 28 x 16 4/4 -BD ($S$) m.ti+1 Z X K000 60 X 44 -80 4 4 2 12 12 8 28 x 19 1,/4 -60 (SSB) 60844 -80 5 5 3 13 13 7 264221/4 -50 (568) fA5TENER -1 !3Y 0814.55 60 X 52 -79 5 5 3 13 PER SCHEDULE 13 8 28 x 24 1/4 -50 (SSB) 60 X 60 —65 4 4 3 12 12 8 28 x 28 1/4 -50 (95B) 60 X 72 -52 4 4 3 41 11 8 28 x 34 1/4 -50.. (05B) 66 X 36 -80 4 4 2 12 1 12 5 31 x 18 1/4 -66 (556) 66 X 44 -77 5 5 2 13 13 6 31 x 19 1/4 -60 ($58) WINDOW 60 X 48 -74 5 5 3 ! 13 13 7 31 x 22 1/4 -50 (SS8) WDH. 66 X 52 -72 5 5 3 14 14 7 31 x 24 1/4 --50 (558) P -. '''- 66 X 72 -4J 4 4 3 12 12 8 31 x 34 1/4 -50 (058) '"--CAULI(BEHIND FIN 72 X 36 -77 4 4 2 13 13 5 34 x 16 1/4 -70 (058) O O O O Q 72 X 44 -58 5 5 2 13 13 6 34 x 19 4/4 60 (DSB) 1030.HEAD 72 X 48 -65 5 5 2 13 13 6 34 x 22 1/4 -60 (D$8)O v� O 72 552 —63 5 5 3 13 13 7 34 x 24 1/4 —60 (DSB)72 X 60 ..—.rt 72 X 72 —4g 4 4 3 12 12 8 34,c 34 1 Ja —45 (DSB f PER114tETER Cn-UJc 88 X 36 —5g 4 4 2 13 13 4 42 x 16 1907 RXED RAIL BY OTHER i 88 X 44 —52 4 4 2 1i t3 5 42 z 19 88 X 48 —49 4 4 2 :3 13 5 42 x 22 88 X 52 —d7 a 5 2 18 T3 5 42 x 24 iJ4 —70 88 X 60 —43 5 5 2 13 t3 6 a2 x 28 1/4 2959.LOCK RAIL 88 X 72 —40 5 5 3 1 14 14 8 42 4 34 1 4 60 -(3/16')O ' 1 12 If GENERAL NOTES.C. 1) SHIM AS REQUIRED ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD SHIM MAX. I 0 // /Vertical MAXX.1tiTYP).- ALLOWABLE ,.HIM STACK TO BE ]/4'. Section "vIfnw 2) WINDOW FRAME MATERIAL ALLOY 6O63. HcwF WINDOW EQUALLY SPACE 3) USE CAULK BEHIND WINDOW FIN AT HEAD, SILL, & JAMBS, J HGT. 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 GLASS THICKNESS MUST BE DETERMINED PER ASTM E130O GLASS CHART AND THE SMALLER VALUE MUST BE USED FOR DESIGN. 6) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES, POSITIVE DESICN LOADS WILL BE LIMITED TO 4O.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 2906 BOTTOM RAIL O 7) INSTALLATION: FIN FRAME WINDOW IN SPRUCE PINE FIR (SPF) WOOD FRAME OPENING WITH 0 TWO BY WOOD STUDS USING 0.113"4 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 / TH WI NEXT LARGER SIZE. ,SID, &lu o I 6" MAX.(TYP) O O C C7 Co11w'.y o exas,LP T Exterior 1001 W.Crosby Rd.•Corrol#on,TX 75006•P.O.Box 819022•Bolos,TX 75381 1 6rvtAX ASSEMBLY DRAWING hh" OPPOSITE ( " .(-Yip). SERIES 19OO (MULL) / 11OO (MULL) / 1970 (MULL) FOR NOTES-' EL 4 CONTIN 13O13S HEAD & S11 SIN^LE HUNG ~VA T I 0 N A M BY 04081 SCALE SECTION l VIEWED FROM EXTERIOR FA/JB N/A/ L�A� f 12/10/2003 2 ALE21 SHEET NO. A_LOY MULL 09/24/03 !M1 TI STALA (kl 1900 - - 1100 MULL.&1970 MULL W4 SVRILOT12BLO ( 3 SHIM AS REQ'D COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART (SEE NOTES) ONE BY WOOD ASTM E1300 BUCK BY OTHER CALL WINDOW BUCK WIDTH r 1 1//4" MIN. DESIGN PRESSURE TAPCCN ANCHOR LOCATION 13O MPN PARTIALLY ONE BY WOOD -, -INSTALLATION ANCHOR. FLANGE TYPE / j EM9EDMENT SIZE SIZE (INCHES) CAPACITY IN PSF ENCLOSED -- BUCK BY OTHER / LOCATIONS C DP LOAD / CAULK BETWEEN WINDOW FRAMEA GLASS SIZE RE55__ -(S SHIM AS REQ'D: WIQTHT #4T CAULK BETWEEN WtNDO"N.-- WOOD BUCK & JAMB ""�..� (SEE NOTES) 12 191/8 x'26 -209 A,C F,C,H.I 16118x103/+ -80 (SSB) MASONRY OPENING II f3 ty if8.x 3$.3/6 -193 A,C F,G,H.1 161J8 r 1615115 -$0 (SSB) FLANGE & WOOD BUCK \ \ / BY.OTHERS x 14 { 19 i f8 x 50 5/8 -154 A,C F,C,H,1 16 1 x 23 1/16 -80 SSB 14+4 4y 19 1/8x54 5/8 —i5o At F.G,H.1 15 tA/a x 21/0 —70 (Ss.� --- 14+5 I 19 1/8 x 55 518 -147 A,C F,G,H.1 16 1/0 4 25 9/16 -70 ($SO) 15 19 1/8 x -132 A,C D E F c.H,I 16 1/8 x 201/4 55 (SSB) 16 I 19 1/8 x 72 -118 A,C D.EFC H.I l6 1A x 333/4 -55 (058) 1 1/4" MIN, INSTALLATION 17 19 9/8 x 84 -104 A.C D£,F,CHJ 161/8 353/4 -50 (058) (1 ENSEDMENT ANCHOR 1H2 I 26 1/2 x 26 -136 A,C F.G,H.I 23 1/2 x 10 3/4 (S58) a —80 1H3 I 231/2 x 383/8 —109 AC F,C,H.I 231/241615/18 —80 (SSB) —- 1114 ( 26 1/2 x 50.5/8 —101 A,C FO.H.I 231/2123.1/95 -80 ({SSB) PERIMETER CAULK 1H4+4 I 26 1/2 x 54 5/8 —100 A,C F HI 23 /2 x 211116 —70 (SSB) '- G,H.t 23 a BY OTHERS CAULK BETWEEN WOOD BUCK & iH4+5 26 1/2 r 555/8 —1530 AC F /2x251/16' —70 (SSB) WINDOW WIDTH 1115 26 1/2 x 63 9t /,C F.C,H.t 231/2x29 1,4 —55 ( ) MASONRY OPENING t18-46PERIMETER CAULK BY OTHERS 9H7 25 1/2 x 72 -79 A,C F,G.H.1 231/2 x 333/4 -55 (058OSB) By OTHER I 26 1 2 x84 -66 A.C F.C,H,t u 7/2x39 3/4 50 (5358) I EXTERIOR 3012. I 301/2 x 26 -113 A,C - FGH ./2.1 2i x 153/4 -BO. (558) I 30x3 30 1/2- x 38 3/8 -88 A,C F G,H.I V /2 x 16 15/16 -55 (558) FLANGE TYPE CAULK BETWEEN \ 30x4 30112 x505/5 -78 A.C FG,H.I 271/2x231/16 -50 SS8) WINDOW FRAME WINDOW FLANGE 30x4+4 I 30 1/2 x 54 5 8 -77 F.6:H.1 2;+ x 75 t11 -49 SSB 6 HEADER I / AC ) WOOD BUCK 30x4+5 1 30 1/2 x55 5/8 -76 A,C F.G,H,t 2'1/2x25 9/16 -49 (SSB) 30x5 I 30 1/2 x 63 -76 A.C F,G,1LI 211/1 x 291/4 -50 (058) 30x6 ( 30 1/2 x 72 -71 A,C F HI 27 1/2x33 3/4 -50 (OSB) I i SECTION 2 30x7 I 301/2 x 84 -59 A,C F.G,H.I 21+./2 x 363/4 -49 (058) ' !! I I ( 22 37 X 26 -89 A C F.G,H.I 34 r 10 3/4 -80 (SSB) 23 37 X 38 3/8 -67 A.C F.G,H.I 34 x 1915/26 -55 (558) it 1 WINDOW 24 37 X 50 5/8 -57 A,C FG,H.t 34 x 231/'.5 -50 (SSB) } p WD}'{. 24+4 37 X 54 5/9 -55 A,C F C,H,1 34 x 250/16 -49 (1468)-49 E X TE 1\f 1\ BUCK 2255 t 37 30 37 55 63'8 -53 A,C FOGS. /8 34,?9 I 34 /6 -.10' (068) 26 A,C F,G,H.I 34 4 33 3{ ) ' O HEIGHT 2 37 X 77 -52 / -S0 (5358) N A C 27 37 X 84 -52 A,C F.G,H,t 34x39 3/4 -49 (OSB) 1 4226 42 X 26 -49 A,C F,G,H.I 39 x 0 3/4 -80 (SSB) FLANGE TYPE D E 4238 i 42 X 36.318 -40 A,C F.C,H.I 39 x 1611116 -55 (SSB) WINDOW FRAME f 250 42 X 50 5/8 -40 A,C F.C,H,1 39,231/16 -50 (SSB) SILL /J I^ 424+4 ' 42 X 54 5/8 -40 A,C F.G.H.I 39 x 251J16 -49 (565) / .424+5 42 X 55 5/8 -40 A,C F.C,H,I 39 x 259/16 -49 (658) / 4263 42.X83 -40 a,C a F GH.t 39 29 1/, x 4 -50 (059) it K 4272 42 X 72 -40 A,C F.G,HT 39 x 33 V4 -50 (060) - 0 PERIMETER CAULK I I j J/111 44826 826 48 X 26 -49 A,C F,G.H' / I 45*103/4 03/4 -65 (B) I o BY OTHER I 48 x 38 3/8 -40 AC F.G.H.I 45,1615/0€ -50 (050) J 4850 I 48 X 50 5/8- -40 A,C F,G,H.I 45x23 0/26 -50 (3/16") 1f250/26 j 3 �/ I/ 484+4 I 48 X 54 5/8 -40 A,C F,G,H,l 45 x 25 1/16 -50 (3/16')I o I 1 > 484+5 I 48 X 55 5/8 -49 A,C FOG-HI 45*250/16 -50 (3116')I 4863 48 X 63 -40 A,C F.G,H.I 45x29 1/4 -45 (3/16-); •r--4 WIN OOW 4872 I 48 X 72 -40 A,C F.C,H.I 45 133 3/4 -45 (3/16') I-II'T. J 32 53 1/8 x 26 -40 A,C F.G.H1 20 /81103/4 -65 (SSB) 33 53 1/8 x 38 5/0 -40 A.C FG,H.I 50 I/O x 15 15/18 -50 (058). F G 34 53 1/8 x 50 8/5 -40 A,C FOG,HI 390/81231/06 -50 (3/16') �,,+'�' Q 34+4 i 53 1/8 x 54 5/8 -40 A,C FOG-HI 50 7/8x25 1/16 -50 (3/16') PRE CAST SILL /" 355 63 1/8 5 1 8 X563/8 -40 A.C F000H.1 50 1/8 x 29+,/46 ) -45 (3/16' BY OTHERS CAULK BETWEEN WNDOW FLANGE J/ 36 53 1/8 3072 -40 A.C F,G.H.I 50 t/S x 33 3/4 -45 (3/16)') 0561 & PRE CAST SILL LEITH WLKEM {/ 1 j �1)THE ABOVE ARE POSITIVE AND NEGATIVE STRUCTURAL DESIGN LOADS FROM COMPARATIVE ANALYSIS&HAVE NOT 111 6 ADHESIVE CAULK OR i rr�� H :APPROVED EQUAL / BEEN CAPPED BY RESULTS OF WATER PERFORMANCE TESTING. WHERE THE WATER RESISTANCE TEST RTEST MNS OF 15%CF SE TI LJN I j DESIGN LOADS APPUES,POSITIVE DESIGN LOADS WI-L BE LIMITED TO 40-0 PSF DUE TO WATER TEST PRESSURE OF ///„J// 1 6.0 PSF ACHIEVED ON TEST. 2)INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16' 018. H TAPCON ANCHOR OF SUFFICIENT LENGTH TO PROVIDE MIN.1-1/4 EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART, GENERAL NOTES: 3 SEE ELEVATIONS FOR KEY TO TAPCON LOCATIONS. 4 IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. 1 WITH NEXT LARGER SIZE,FOR THE APPROPRIATE DESIGN PRESSURE REO'0. ALLOWABLE SHIM STACK TO BE 1/4" 2) WINDOW FRAME MATERIAL:ALUMINUM ALLOY 6O63 C /3\ / TI/lN I t7 3) CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS SILL MUST BE LL V f \ I \JN I ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL VIEWED FROM EXTERIOR La *r e» 4) APPLICATION OF VULKEM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT o 'x. r Rd-5o.r2 75004- o.5m 619022.945*, Tx 35380 MANUFACTERER'S RECOMMENDATION 5) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE ASSEMBLY DRAWING 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E13CO GLASS CHART 5_RIEs s;3 OINGL 11U130 119N0A' SINGLE GLASS IS SHOWN, INSULATING GLASS IS ALSO QUALIFOLD c- AR IP 2 4/A I SHEET NO. P_L4r F'_4P:R ,1'E ['' _ 1 / %03L- .!NS A ATION 1450 SVRIELOT12BLO ( 3 SHIM IF REO'D I COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART ONE BY WOOD ASTM E1300 BUCK BY OTHER CALL I WIND(3W DESIGN PRESSURE TAPCON ANCHOTR LOCATION W1 I t 1/4" FAIN. OWE BY WOOD - INSTALLATION ANCHOR. EMt3EDMENT SIZE i SIZE {INCHES) CAPAgTY IN PF LOCATIONS 130 MPH PARTIALLY ENCLOSED BUILDING BUCK BY OTHER WINLADW- F DP LOAD WINDOW FR AA BUCK ME -SHIN IF REQ'D. 1it10HT Et ttr ___________ ________ 34M155 GLASS SIZEW-9SIAN(E CAULK BETWEEN JAMB CAULK BETWEEN WINDOW WOOD BUCK & 12 1 1$1/8 x 26 -209 AG F,c,HJ 161/8,1113/4 -60 (SSa) -- 13 19 1/8x 38 3/8_ —193 AC F.G,H.1 16 IA=1615116 —80 (SSB) FLANGE & WOOD BUCK ' BY OTHERS PENING i4 19 I/a x 50 5/a -154 Ac F.G,H.I 16 JIM x 2s 1/% -80 (sse) +4+4 19 1/8 x 54 5/13 -150 AG F,G,11 16 1/8=25 1/16 -70 (5315) 4+5 ? 19 1/8 x 55 5/8 -147 A.C F,G,H,I 16 1/8 x 259/18 -70 (5515) _ + '1 15 19 1/8 x 63 -132 A,C o,o,F,G,41 !61/8 x 7 1/4 -55 (550) _-- 16 z 19 1/8 x 72 -118 A,C o,c,F.G,H,1 161/8 x 333/4 -55 (SSB) 1 1/4'S MIN. INSTALLATION 17 19 1/8 x 84 -104 AC D,E.F,G.N I 161/8.39 3/4 -50 (o se) ENBEDMENT N ANCHOR 1142 26 1/2 x 26 -135 AC F,C,H.I 231/2.It 3/4 -8800 (SSB) 1 1113 J 261/2 x 383/8 -109 AG F0144 23 1/2,1419/16 ((SS8)) PFt2IMETER GALILK-! 1H4+4 1 u+ 11 8 1/2 x 54 5/3 -190 A,C F.G.H.I 23 i/2 x25 1//16 -4231/46 770 {SSB) SHIM IF RED'D. BY OTTER_ CAULK BETWEEN 1144+5 I 26 1/2 x 555/8 -100 AC FG,H.I 231/2.259/16 -70 (5515) WOOD BUCK & - V01NDOW WIDTH 1148 251/2 x 63 -91 A,> FG,H.I 231/2.291 4 MASONRY OPENING / -55 (5515) 1146 25 1/2 x 72 -79. A,C FG,H.1 23 IA.333/4 -55 (DSO) PERIMETER CAULK BY OTHERS 7117 26 1/2 x 84 -66 AC F,G,H.I 21 /2.393/4 : -50 (559) BY OTHER XTERI'�' 30x2 301/3 x 26 -113 A,C FGH.1 271/2.163/4 : -60 (5515) i 30x3 30 1/2 x 38 3/8 -88 A,C FG.H.1 211/2.16 IS/16 -55 (538) FLANGE TYPE 1 j CAULK BETWEEN 304 30 1/2 x 50 5/8 -78 A,C F.G,M,1 271 x 231 6 -50 SSB WINDOW FRAME--` SECTION 2 WINDOW FLANGE' / / /2 ` ) 30rz4+4 30 1/2. x 54 5/8 -77 A,C 'F-G:Hi 271/2x.251/16 -49 sSB) HEADER WOOD BUCK 30,.4+5 30 1/2 . 55 4/8 -76 A F,G,HJ 211/lx 259/16 -49 (sse) { 3095 3C 1/2 x 63 -76 AC F,G,HJ 271/2.291/4 -50 (558) 30x6 30 1/2 x 72 -71 A.C F.G;H.1 211/2 33 3/4 -50 (SS8) 30x7 30 1 x 84 -59 A,C 1041 2,1/2 x 393/4 -49 (OSBI __________WINDOW C)W 22 2726 26 -89 A,C 40443 34,103/4 -80 (S-593j 23 37 X 38.3/8 -67 A,C F,G,H,i 34=1615/16 -55 (558) � I � 24+4 37%�5/8 -55. AC F G H,I 34.251/15 -44 (SSB) L� A ( C 24+5 37 X 55 5/8 -55 A,C V.0.44,3 34.25 6/'6 -49 558) L i �"�I N DUCK I 25 37 X 63 --53 A,C. F,0,H I 34 z333/4 -50 (558) ! ,n t I HEIGHT 26 37 X 72 -52 � ( .27 37 X 84 -52. A.C F G,H,i 34[39 3/4 -49 (�'�a) O E 4226 42 X;26 -49 A,C F,G,H.I 34. 0 3/4 -90 (558) FLANGE TYPE I JJ 4338 42 X.38 3/8 -40 A,C FG.H-I 39.'6l5/16 -55 (558) WINDOW FRAME 422 410 5'8 SILL az 4250 42 x.54 5,8 --40 A:C F G>+,1 S9 2s 7�6 _a9se;FG,H;I 391231/15 m .I K .424+5 42 X 55 5/8 -40 A,C FC.H.I 39.259/46 -49 (sse) 4.263 42 X 63 -40 / -50 (6315) - "• t ( A,C F,G,tA,i 39,29 1 4 A,C F.G,H I 6,33 3 4 (558) I I 7 �� � � � i 4272 42 X 72 -40 / -50 � o `t ! / 4284 42 X'84 -40 A.C F.G.HJ 39 s 39 3/4 -49 (658) PERIMETERCAULK �/ / 2 ₹ 1836 48 X 26 —49 A,C F.G.H.3 45 2 t0 3/4 —65 (SSB) B. OTHER '� 41036 48 X 38.3/8 —40 A,C F,G,H.I 45,'675/16 —50 (5515) - 3 I 4850 - 48 X 50 5/8 —40 AC F,C,H,i 454234/16 —50 (3/16') '\ ' I WINDOW 43'4+4 48 X 54.5/8 —40 A,C FG.HJ 45,251/16 —50 (3,✓16-}- 484+5 I 48 X 555/8 —49 A,C F.0.HJ 45,75 516 —50 (3/16")'. ^ (0 14GT. !! 43353. 48 X$3 —40 4,0 F.G,H.1 3)93/4 —aS (3/76-) a F G I 4.572 48 X 72 —40 A,C 1.0.14,1 455333/4 —45 (3/16")7f 1 f 32 53 1/8 x 26 —40 A,C F.Q,HJ Y7 815/14 15 / 24 53 1/8 x 50 5/9 —40 A,0 FO,tu 501/Os.231/16. —50 (3/160 / � / 34+41 53 t X 55 5/8 —49 a 0 F.G.H,1661/Os25�6 —50 (313) PRE CAST SILL i� ! 35 i 53 1/8 X 63 —40 AC 4.0,14.3 501/44291/4 —45 (3/16") BY OTHERS 3 16 53 1 8 x 72 —40 A,C F.G.HJ (07/8.333/4 —45 (3/16') -CAULK BETWEEN WINDOW FLANGE I / / & PRE CAST SILL WITH VULKEM 116 ADHESIVE CAULK OR SECTION APPROVED EQUAL H 1 GENERAL NOTES: 1) SHIM IF REQ'D. FOR LEVELING. 1 2) WINDOW FRAME MATERIAL ALLOY 6063 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 ON MULLION CAPACITY ONLY PRESSURES FOR GLASS THICKNESS - i yy`,,y�MUST BE DETERMINED PER ASTM {M-1300 GLASS ART AND THE SMALLER VALUE MUST BE USED FOR DESIGN. C«4any=u"T " 61 WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES DESIGN LOAD WILL BE 7601 w.Cwt as•Canals,11 75066•'0 s« 011612.0aIH2,IX 75367 LIMITED TO 40.00 PSF, DUE TO WATER TEST PRESSURE OF 60.0 PSF ACHIEVED ON TEST 6 INSTALLATION: FLANGE FRAME WINDOW iN CONCRETE OR MASONRY OPENING USING 3/16" TAPCON ANCHOR OF ASSEMBLY CROWING S TFF CIENT LENGTH TG PRGLIDE MINIMUM 1 I c" EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART 15 I st Ecs 1a5C, o0T5E LL C 'IL 51=tsr 310115 'mraoav2 8 IF EXACT WINDOW SIZE IS NO"LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED NTH NEXT LARGER S2E 444, c e sacf SHEET NO. AR lP N/A 5/20-/04 :hS AIAT I SVRF LOT 12 BLOCK 3 jTA �. GENERAL INSTRUCTIONS �7 -ROOe es:ro 1st a,€w cr b2 el b w vvet ft:I cretl.suppa w^�cd 40+00 ee.�:4a from 2"ie:alc.re o!s+!'Sra s'-,gam € a;rarwtativr`at 4tA t Ta, +.ce ��� ! ♦ er rpr#vc 4jde xles'.vt i1�T k rr zmt. 6' v, a nr5pt.rar'tq �fe .ue i-f> i dii?"a 9 Yc z"-rv-srvst be . #ar t rzr L°tstas,ea aaflac��cr 6:816:+ S H/N tt L E s tg 0 5.'rot 5t,rt Pyuvm.�dAekr,35 vrnmet'1`by The fr:..s W^ i#+,t .a ta", r#�si w:C r�,i ee D^es"�@ 1"NY Coo be'oibeeeeo WW4 E�Obeeb ac0z,..3t'c.ib'ee a CCOCS R eeCe ee�.yu eeC twer d `es bee bow?S32 C c�an,rrderxy^ raves CC+�eM sus:se ::mc ay°rsr eeof a Asa e a d`tiobeemt wd;h Cf .°t t NI 5'4yre-LL".:U6 no!loNe d' chew;to misu.8`:a>~10`S3L 7 0 u'z'+e"o3 y taritbd is web e reme. IIT7 T( S��^i� ■ �( g h kG 90: €g9aA MereimasWd'YP° °° ° n - WCT ApperI&ttr,W,th 4.tM1r�tAs'rgol, Ireaoestr wt —J NT T J. .A. •UNDERt.AY1AEN7.8ta+ r>a 7 t:FNtb sh:a ha51 'g twin ds, .5na p ever.:,,, =ertv+a,a Not ltec .ra a CAS A CbbERIALS $N t N Q L E 8 a`v'o drsen ram r cnm ,'�msr`sne€t*?! r�„^8m9 d+re'reaB p',.,P 5�mr x°CKa,' + CANADIAN GOLD 0 THEri Ai+LICAYfON3_(SA AS23*Aa% ^ es toN 8'H I NO L ES see&- k-rt rudi wrsfl:asp f oh,, ay 3 f i y 3 s rnheo"slat Con f's�be 000*10«tv'tzar CLHiPORATiON 'rG ' Lv r" ms 000001 0000 tr'ra,'Ca'0 0l e- 3aNr d3 a tav`tse*+Na°e yes 010004,you^'00000:toar9 opooaan.w is agmr¢r.0ras wraete a 9 ,rJrr assn s le tie73-a.�+,Bi a?A- ",e See WIN sd iw>AF b�aSera L..Dorv€n;'s rc;�a rn:-a. €xLc ter be r>staaird a or 41y Orr tsygns-T et=t as GAfuIC`s 5larpb'7.Ri°r.fersy4er3 0% ?he aap'0000c€ rmmerC i Urrkr sr.#most Co ms €d at.»0'016`:wnrbbeo MANSARD AND SSE€P SLOPP APPUCATIONS:Poe eeoC elr9 os eats.'Fran FASTENERS-t".at afpa#5{tai's*1000107001 5 A92n,e rJbi tip:9ry ^c'sm d 000000 21 f 1 S0'rmfi:)ye k 300`{tl- w ow ceett a ofbe wait,01w eye Seffisn,7 coot be axed o O'er?e lU`2 peeyo 0000 .fib m,"¢f bl.mao'bsrarA 0000 n fkl00 w[o'Cobb 3.T€Unit t€j S3'%1 000104/010005000 fin,`'ee S}Ai' oeeoco,omo eolt"woeo dobo 4` r 7196"i t gran«1n c' ^retere tas?::. stavtd be 1oo4 er+x A'e peoeloSe ai 0000-3z4'fiRru`B s-ro, 6.00 tam td00000005=?vim iS.00 ft Co oe aims e shiny e re preseeb '110)0000200000,100"041100p,50000 recce,00010000000eob re 81 000 xcsh oN'hex terry iMe 0 fa;.g d'`00,Sh '0eee blvma eel 4000840:0*3't0 *000010 II'1010 n 1ie€we oral M€ ,EXPOSURE:5 t2 s.$rç cc'tIlt St'Y;e5 It'00 terey000'e"00 B00000,40 f Ot Br aroes 0000100010101001,01000002 :THROUGH VENTI0ATICN:be ref 0`818 0,de ,0f be C'O00204 w;'l Irrfuf*i a'€rt10Sei to /)(/"�j /(p/►��+/�1T /)//�_ //(y^�) ///1^1 tan be 007d?:to, C'O'I 000010 retIM b?rff 00 mull 00 hand ,00004 ISee Wilt) Doe,n'001' £r,;'t!of 100o01 0`la#i N.'k'l's00'8{'st»e'B trQ cd rorrha4¢at A Cob 1�L /�..+ l I Y i.J f t,J�«./�t h.++t X�.J 'WINO RE T�ANCCVHANO SEA11NG:'Ytse shr l_s lean a saeci3t.nema::raise:'that ur'ert rH A 0)0000000 3 4 Pik 0 oego's• >gNr H��aLe 000000005000 rs'aef ar sues:: 000 'tu xt3rgt05 roae'r�r after a hra z o ra-an e soeeo to too are worn-tetra '0'es' -NON-00111R0 SNC METAL DRIP EDGE 1400(1 000001004000500000040800 0005 rat€wed 0800 00500 CO '.':v00000400000100 T.ei,T.a•(000 00..I ob'00010000004 0 :? 'oboe 010 001000 Hi Qe,-^,lot 0500010030005000002`Le odo 30'cxe`0030--Cr are rot - - # PL by 11 txpased to aos a su ieo 00a`u'es,a t Pee •ASPHALT T i0 t£ItENY.Lan CM as i' fad a7tkts:ay.Moot aa`iaa^r;n d97?t§ x609-seat r gads dsiy tre ai`r*'S nsati revur s"'.Falnro to an+rt t1m 00000r$1410*) C45S5 Tyy.I Co Four Nail Pattern E".lifi<E Sfzo'S t e l@ ' I y -I'll 0000 11 �,', � Un z3aym ern:Standard Scope�1i2(333tnmrm)or more to Undertayments Low Sbpe 2112-4Ti2(16=00 333rnmhai A 9i�ItNart et e9CaN+Mmk»t Covet deex un h vre layer 1 u r4ettsyr z K,'ciatte3 ewl'1:x7 AwlsattaA 61 darisyFAeM tad&�s?s flasRin Eke:.Aw cet�€the dacx 101 tor' ♦ '� ;,:�� xrrir_r s_i Cse 0ht:enough swift;c:" .d. .:ayr'.w,m9 n ply sn`d doe"d by shr5 7 ,a ens et ra;='hdyrneti a's S'�xn Us3 tints nett;igt 0:14313 hsid es EHaYs' r•,in pl:fr„ 0000.•„ '�.: 1 » �� — ,.,,,: aster kPPtitNluA W i%y5 6 rAih@;tnstif.gay,t.assaung sl'd?as vAFVG Meath lua.L at E.1sYl,..Cr'grea Dy t,'t nits.assD '9 na"A'{}`9c e3A!ras'n: s..At.elves ono wham..e 41'00 can �....ta , , .:8 _ b:ctr te,4e leak aj'r of c Icuillae3 ivtwe iwks mar°tt 01,1504 by evade,hack uy bed t o..epth;e9.Ore tr_Inef a`"Wc Wait3E�F V:xtr>'of SJ MG-ar-I Pak aatrtt fat*rkrlh tE Be E r ry. t. e^a .c:bob,.:-dam0 00o0 Hash 0500 510 0000n4 tte r0 ee'yo Dy 31$'11(80100)arnt stele 074 00 n°e 1000,1411 w' -;e₹By 38')1 sn)v40000474 6;Omm'.„wand!t-e 0ioe. h,a €€.„„,«lot a 0)0 1('001101003100'3001040' wal€Ise. Wall rrs_totes_,010-:.1000000000,5000 lava a 104 00100210000001 380840—we° 1MMPi3RTANT. e y to : 2 3B 4 'i ..fi 144 MM/di#cY Y5u p .^. ... k, �.. ..� "��-nai,a>,+ ,, t�:-,tea-, E,sYS•-r.:B .,e'"�.'¢ ` fi ova 7¢ x�_ t Require A Six Nail Fastening Pattern? j - 1,'1 o h r r`. a '� ret,4 p.waart #, z m sc 000.0,0, o'urr: `^ tV a ; e' t 3 i 3I 1 .11" ' ) '} r .-00 '°` C,"T-.., tl >00 ' r>*0000'0,00000O' OO .�"� 0 V J m ' - rt C v� s-"a s rd y .�y =v n � ,r� use' ,h,���u.�. 9 3._ .., a- �`tE a�.ax w�xrase. 0 _�s#krttt .:,x-`T�;•d-v 0451 3R-.t.ra;.`cx aFatwsr„ _ _ N Q u ¢ - U =a _ J s y LL Sterier Course First Course 4 Second and Subsequent a th a 001040110 J Los and Rtdga Wall Ftasnkng(Sloped Root io Yartkcal WaiQ 2 b6 000y ale zflc'araB. 3 ar?rid...,ri::nue ova ,p I eha ra, eel t. ,,.:.;,u ,,�:.,.r,;y,.,>e 5(008 'w avcoero,,b ere th l 6;,;006:!t=2 5018000020>e.000000,004 (0,000,00C 0 list r,ao oh r v 010,00 shing'.00,ar c0.hip 6 fldga wkti 3001 r, r.pe a fv-sfl4rg,es,ar -' 1'2 o �' crn¢rses by oboe riraj tatro tie$.�1 cr:se!lye i.A tab t r*r°7 0)010 n ?„d an tit h to e`t t'b t a:s'a r t t.u ,;:8800 9t<c app as 9h,ar.Fas:han RF>away horn pnaeaaf,g wlnd fer ii;,n S -.4 w 0, :g.. ', ) t im t 2 -25 0 1 1 .rse tool 2 tats.0au:"00:'x0_a't 2 I t 00 8800 a ca k 'tv N 0 sa 4�<.v^via--+- Wr,-n;5n0,Rsss.- F'crcod.i .a'B.a4Y.L'ar t:f..fel:t;W;rherd 3r'?'.. :).e'.©.'na9 Jdm,.�C,hO Shy. e.5 t Sz' tntkxM nr a.t+nrt101'1 t0 re.3.r�d':gH p,4gu'3hRP"t,aN'A wrr9k ABegk:ancl 0 r awvw.mw. t I ^ / l l7F t Pair'may N a19'[jt11 6190' Gyti ?-rue ttr) �s Ctras-n �! er+rn O N e,dr°�§ a v i � h�r°rc` •�" e��, n^.tf i tr3 'kkk f,.� gyx„Irr!»0800 f �'ptgvalt a of vi•�.row^:�x5 Z ar ` v „c '�'. _ .� s -a,.� sa� �..A. -,--v'crud >4 row e-•,,C.-me 0 z 7 Chimney Flashing 8 Valley Construction-Closed or Woven Valley 9 Valley Constructktsn-Open Cut 1 0 Valley Construction-Closed Cut Precaufiona y Notes V ,e -c - d',;r t3r..a,e t tte ra oral s`ba ?e€to, t h hy, nC'�.I,sc S �,ao'1-sci �w shy y _and�rr"9 m_.,d a,atmarand ' ,,� '.+ '• '°" . .. ,. _ s,w .tC r b' ei '.� tR T f`.Yi --?":ef bJ�E3 a Si'aara R h f;�12v.. - r, e;� , .:w.. ,�-r-- ,... 0000.. . _ •. .�*�m t,�a+.'",-. .S Alts Cc<r�"ra er z:s rr � t z'P 1,' .. €' :r•:s ,..:k,: �.:> _, � `�� .: ,._� "">'. z-�iv r�r°az> r ve-.ti ct a .s, r D f� o vq.,tivtunri SP,rQiw'ust 0 w:l 3 .•p_'_._._. . „P :,-. ,N r cr,r s t..007:r a r �ct.Bu t "i €.,a�er s t 5 ,, - _ --.- R 7-.__— 00,,00.- --:—.`� a `x.�„+,.. "�_.... _ _ 0000.. , v�»,w:' 4i s.>rTv a t a1D i'Brp I't's?! r L Lr••it e ri x sn r eh�7 aa:G-�rce X811 1_ 1 n ;�a r" y 1�""7�y r „,a,0000,. } e .. -. ,.�,+, %gas «.#'..w. !MF`ORIARI Repatf learn AremFtlt le Ave d oytME le"01,iMis01q 0694 green d > d •-./�'�`� 1"`-> t ,� "- -p' M Re-RPofrngi a. '---. •-"�r r' ��� �'^ k^,d '�� a s- t�� r�s bra tTe 'ft=,e "`•..-� 7 a F ti' i 9 lE qt[R C t�€'et d t,RXkt a f..'a v�i pr a t•s� are het Lrr ito,^.l:,rtt1E a ocecoot. 50,000,0100 .. , toe d ohrfs€"..at 0.01 910 TSR33l:d ll43pT 80 ,. t800 t1 0 � 1 'III R 1 1 t i R 009 r i r vt ,# aS t- t ii an uyV yn a a x'- xos ,J Sena & ra: T SVRF LOT 12 BLOCK 3 GENERAL INSTRUCTIONS +j■j RC#DICKS:Far use un sew eu rerasfenp wvra veer ttiet6- accnt stiCpar'.ed uxd dad:. £ear the r2",a a¢i sr.-s wse ec es ande rea a mau06ari.rt g do ect e4 cc^sir e tecl mei raeueru e k i 7 S2mn}ecet:lu,t*t.Yiaathp wicycele rtad tmfil'-°6 supac Ts r re releduth see y zapl't d ys t.res e4 dafis of sh ryes Ills adbesere us the Sack of ty and i ruse'-:rsfare PprmlurrS der. g we reiAT.YhY�b9 try lie P nPered Weed ASS13, 51 s:ngl@'.(2b4 aY'.,t (53Gru1i k"t IcIer i kite ae4 (5 cr 55 sy'rifi7=G IIDV,eR xrxvtaG Wtrrc a i t c,A#: sa i r Ind¢»r laska it s?Pan lSr52 tracts an undP ;�, SNlrYf7L£5 � t ..ti we she twigs seer Sc tan tirrhr sic aw'lS re-rare is -a11.—f4a oat tire shrrgias dree*y to nsulatlon:r insalated deck rmless au4htu'aaC&E web hd3TE App&c;ys c payees q a1'r nss;�g„erns C::s6ern6+7 inn Shit{g � I-a Ci. K4-cal Cti.k.a- exes?:rrp sruicC sy naferiai rules°as dry t'imr to appiNatwe,elude- For rw:knur€w•ed ye Sure,ato p races eel l- c-lr cc to_rderaysari and eraser titer it .EM »_5.. lut 3'_rmfice,mr• llNOENk.AY euer;tMdrvt,>y-nenf irycese cr Errpac tics nary eeaerex s'icy fresecerg hDF Tax fernsr s er[at J ¢'cr4 zri h:ax th p€ewcr[s4cti rat ia`t9etl'er of he v?•.rcgbes GAF MATERIALS 1IMBERLINE4O IIMBERITINE3O9HINOLE lSN3' m adwv a wca->,tyi• rarrdtirrmats»rh a Great we SFing-!{a9r'r rlay-,erte is reettn- elite -u rice cite-rue aczaw, Afeier�.Y GdT 5€Wtrsrer„ rmeaWa'_aas ius iris ap;'id. 6'vrir?L^a LI`rIF'Lai €n2 mar.De atr:• Ied a',•a-#'A5:d iatiMi24 La'W1 vY M, ,Aikta3ras. •FAST€NERS:Use N yedi rstt er teen siaptesl is reccesrerended[Sae d'Ityahir totted steel or •MANSARD AND STEEP SLOPE APP1_#CATIONS_For rata dupes yseer Mn ti alu•rh am Cit gauge,baber de"vrYiree or armath shwtk ouliry wits w'hteade 3'P="(13rnrnl (I75ln.aaon er foe e'+ST sz s vnstu suer wads)shkrgie seaknp crust bee'rtsreed by tsr SllI 52rc,1 f uarw er Fudroris 3I-u,,L be cry ceruc r,to pane4f d.a at least 3rd"(l9rem} hayr`seal ap Sin'lsule'ury thu at -3h a:pIca edpli d a et E4 l tabs ci ullr-e Sba attc` e-s ate'`re N_r,rs,lFro.rh ells steer e necks 3asrerer3 erg Ire nrteerrtrVr earn se sr- ,n_as,ar'rceled ra least Resu,u .cTMa:r Tee>v c its,._r.,essee-'a rip edo tciate, toe rite crlrgc riser rlwy 5 tanager one egr ate'tesesa tasterwavfl bmertnre mall the sere_ sealing o ti_aril s.le he lenpe-radas'e:s De{ax•40a F er a areas where atraarne dust er sard +EXPOSURE:5(`Y7rnmg car be erperted before seating seats at males Mgt ire lat seated (Pert WIND •THROt7GH VEHTWAT}DN Sal x£sl our r-es'ruelbe lrecads,wL:S'crouyh,rcn^mac Is ■■l tt III��t T �►+� T fff ,rte r►�f H# ISTA.S4Er'!AN£1 SEATING). u e.=ent eiY,ta •Y sl 3 3-a^1 .bi.-r a,,ben rd ru €wathEr y Yen idaysk'pt r6.,ms must at �1 S � ��! ! ir_.' WINO Steed Ire ANC,S; ND SEALING,Oaten ih:trq#Ira tare a tar rt ar ITter era- N N-C I tIOOt G ME A{A P1.11. GS ,use tear mnr rcay rake es iO !V/ _V"f °'r I baRE Ire 15155 P5�'rpamer AL NG,Reece y ny Capered to ru art?rat sealant€ t a- .ester rapt "ARRO4DtG METAL€.TRH EDGES P: Sir sir u-3 r'rx;rake v true Edty45 Ekes. earns Svx.Ps:h13cr4 P=at o•Wtr,tur may nut silt.Ndn Ore tehurery lyrrrg if sha+gtoc are dam- all decks ecirecdart-p eyesaod C r-s 4405 try we us bee C seal ail esr a•2 nut Cxpnsed Sc adequate aur'aae tertiW'edrvs.it it ate sIc'- •ASPHALT PLASTIC CEMENT:F,'.sw as s'sa4l tab ac-reshe Nut sar:fucr:is ASTM s eaW.oi q.tx ding,:fie at-nil',r qty re-re,sea€.Fa,arc to seat star'these rrnamstaatas results D4SN T-F'e lit I. Four Nail Pattern E;glis3:Size Shingle 12"x 36-1516'I35 5x x 938151m) Undetrtaymetnt:Standard Slope-4/I2(333mm/m)or more 4a UrWerMayment:Law Slope 2/124/12(l671ttrtt-333rnrWrn) het tlsaRoa it andectayrrtaM: ewer,dash cell,par sayer of vederlcr t vv`5dlvd wdhoui ApplrceCean at esdNatyrrrtst Hof save Itachery G l e leret,ertc the dav'.k vin Eyka .,• a 1 _.,__n„ _.• svtitale- Cs e c=rip eat yee rtails to read Jnd rcrayri5 tt err pure us nice Pd Al,st Tr lire Ise me irdefayr err'Cs slow-ri..ise Sit u'rd `railer ire'ora.e.aycaan'Irt inter _...' F2s1@08x5705!NQI tOUfh Bd9gc¢I ,t(rpa lies of save itaahrnp:6nscalI pace'ctslcng;rata es GAP Ltaferrs?s Gar90•al Weather urrl scatted by writs.Use hhrl, rye' 'saran At eases and where ice dams can '' ,"" .. ...: t1dl Itl 7l=ou 130Et0Ri SiCE 01 shii;le thatclti•¢r..ar £arx:rci'LCa5 Eare,c,sr Iarsllt err where leers may be Cassel G want bsCrr be azpact ,use use{dyer c°Ghl-A1a;.°r a f e alrsa V,=eatfer Weld"a'5icmGwePu'leak e c c a,..�. -. i r 2 ,9 -So - g 9 up oanrcl:re or ecocla cars ease had-Icy muss ourhang ate reel wipe dy 3,'{1Qmm)and Ela rrc'leers-a�a 'rust sacs sac ra'se ruye h,148 {tarni�r;ar9 re-cod 2a'€ltr#m} ...... and 2a'{5`C'nml aorond i �eSe vii€33s beyond"Pat t'array s,aa0 I .m to a:�dim_. _etFs$arts are se eapl#et,mull Z thee at Sirrtytle-Mated.X'trrtyrec. ToFasten _ •_ - _ s�.r` z� ' ,r.''� awe-wage,* .__.._,..._ sell v esm.n� ,.-. —•ae �ma _ \ . ' Require A Sax Nail Fastening Pattern' ca a "' as to mx w y- r rv}..da an us,z' r'' lee tE Dr t silcit 3L iII [ r follsrtlT3 t7isicli#o-va to-ales: 1,,`� y.,/' . 'a>w,}rn'or ie„ amH �. °��" e:,� Z � o 'l 'tic,Iii btpf i C tied st4lth IC 'a4t rsa3 plate€rt,?nt5. airy e cats :'L,ttarp aswx pr:care�&rme,,i '.' -ry -- 7 wxta�"v�s ¢ F ,£� t ea, s r' 63rrr' 5e-either n3 ' I 25mm1 Try nlnrr sa' '- ,'yc.-r mar: aria ' a.«r a aa::aa 0 t*+�,zi.. t tSt-l.'s-tic,-li t 5',.jgr`r ter(nun eithef wrU+,'1.12G£r,rni ��.-wevc„'�yr�an Q M u J it a Second Courser Third Course Starter Course First Course 4 .. -,, , ., - .s<.,.: r,k _,„_1 .,, _ e r ,...,. Fourth and Reto tort C' courses 2 .Lr:r.o a...mt .r.tt..Ifx..aC ci tie a S'It.,2,4r:mi I u n.6e ti-as sh.a. II: n ». c ,, ,. ,.. ..:. ..a.. Axt;�as.,hoes^_ S'ati cc cot-we wit 'ul sn' illsakd hash vr:N:'te oars ctiur€s.S:sr'ks az=re S a. si ire r.w.a:c r:J-disc' _..tea, r r 5 ape he et,ir,e,rer curl sv=b a sh..p6.5 V 1.€m Ie {ate s:r,ha r 1 ice. .r..r>.-.:�t x tt.a,e rr•.aA,r. a:ts trip les.a..._.,s yr ° j �=rE-rt r .,ni:tgre t'r14 sot 'sa'3d sASb3r'I 6.;as,F r"use Yr t:I-L,wps a�S's i-e:rdo me tt:it f'., a�J z:.€trM_.'t.i c.s,nu'at< i eb s aaa x- a frsm kM t rg,t¢r gfit to net€TD tuY':aY slu,agws st°stpht rip lace e.-me hies of:tie>*r.W ra-:'AS TI, r;-ar:tu r,-i i t,mr;c see.,.Sant n as tls'ii a :h>F.anglrs `N. ^�€asss Om G,u'.'. w ems•a x a p Iles cu r ea as e e's nr fare Sri the ran art may d $ere 50155-es acre%s m rn a s .r xe 'Sale acre ab w ears a err— Sc c.t SA pens el atmr�Y v1n J �--1 an ` S _ az=sss NOT rays nay oe ta4t non u eve• .,-^k �s'� sax''asw k'fcn Pit ha td ..r at ei?s.. j ,•� . rte"' y p xLw J ale? ter,<vn K c 4 r i 1 ` 0 ra i. Precautionary Notes Trmvertfhaa Sy';ps el aye's are'tw'casS:s sr'-s':ye aw are c•rrg.'ss bpcn se of t V tah,'S la•rtcr%* 4 ere ynto S as ar^}.fry Ta erA asp 1 sresaratesaa M tar in f is 7 Hip and Ridge 8 Watt Flasiritig(Sloped Roof to Yerttcal WaF€) Chimaay Flashing 10Yal3ey CaRaFruCtfatt—Closed Cut wall srpr and xb r9•a 3 a 1 si, lapis'app= . ire I1 Slurs I Sos sn=:g:c;III sop a .Sc v- Ii eni=-rw >^ar e r rca S E 7;-v a r '�xiiL< aJ Ec a at 5::ra.a lee ao:earante,rise din T r RT:r*lane b.read¢'":M@Etlnt('N.p a R t 5- ,, t "- `C sale a. r e c r ,tea,._ . e ,•.• - `-u i TpYR)r a do:.an e tayar aril"cam n c ^rra,:a,H u A ftaa.kx r u.,k a� _a;, � �' a,,�y; ....,.•; >"' , .'•^:""` ,.,.,a<s. si.#raki..,rp a,s 'w,,<. ..srF..,' '- --c r:1 i==...7r,. ,.a,.r rr,„...dantzger,I§hell �• .-r: 1^ .' J a'peE._•tr T 3 ;a S'T':;t] a»51 "�•-`."" 4 Srxa nsiv xln,r:'ill rz i _ a..a -uu�, ]- pr_=ear.= C a«vr r .ate , E ppw. m.,s.,.:.h warea.c x R Mgt wee oa.m?. ur .. — - _ ..,5.. :a... Z (n W ` Z „a ,,. .. 's `V - ��' IMP0FTEANT Recur=ears promptly to amid adxar€e OAos, iota d,ng mold growth. > O • '*: a .:. Y'-t �f t d+ Rfl RaatfR v ;� \l •�* s -y..,.._m - -`.'^ d b s CIrY;.a"N rs ru n s tt,r to t ec-r w.. r fa -erg th gh'«. -� vv� cosakas x p aP sell t� sFo seed r_ east SHEET NO. �..s i u �._ " -•.. •s,a . : { '� ,.., s.sx ''^-'.`' i.;(tenet t .S i- JraC-,_;F..Y3II�,naa sea "3 aL.ey �F 142,1 Ssar, I'lu -" s's r ci it,'t a+s Y IciSOoc a F* f1 112a-Sr s star oo b s..t '`2u'kb sk''rate-3 ,_.. 4 ii Ia nyHu- 13 3 ' Page is too large to OCR. - �l= 5J8 (5) PLY PL'(O00 2` X3'0 t .. 11 C014S'T_ GRADE A.. -- - ttf7RtZ. SIDING A m_ DUTCH LAP SIDING . U SOLKIC" P1uF OR [C'UN FAVENEft 10 CN4cR£TE FLOCK WITH i ITLW 1/16 T ON 0 12 O/C 4%1L t.i;1gAC .. 041 tsaoC.P +;'�{1 l S11JOS 0 WXIMUU #FP1 rL TT I D� J 'PR D EXPOSUnt ,Ti~ cyjim s1Cla 51 JtGt11C 1&*r>.C, MODElS watts A` *_ 3 PR.ES;€URE ____ tat_f _ #_ 3 I_RI t-40 4 4 1/2 0.D40 —46,6 PWf' MCO—IC 8 4 1/2 45.040 —3.;.2 PST 1 {1#-4G 8 4 1/2 G-040 --46.6 PST CWOr-40 8 4 1/2 0.042 —.}6.2 1/ ' RiRt STUB m m � 1— 8 +1 2 13;f)#2' TC 6 P }ET —4 SP 5 1, 2 0.040' —36 2 'SF /8' HEAD DA k. X 1 3/4' EONC_ 0 t Fr- O_C, THI U. 1HE HthlL HMI 1441 8 4 i/2 0048 TRUO-45 9 4.5 1/2 0,040— —Y2P5F FirtES & Tl1E XiD STUDS �4 8 4 1/2 0.048E -#&6 P MMBD-45 S 4.5 1/2 D.042' - PSF 36.2 STV -44 O.04�4- -46.6 PSE ; f5PD-45 9 45 1/2 0.044 3.2 P51- L-FP-40 8 4 1/2 0.044E -40,6 P,F 4T[?�-45 9 4.5 )/4 0.044- —8) PSF M-40 a 4 ?/13 [).942` -46 p S 3- 4 0.046 -�El PsF e CW--4O U 4 5/8 0.042 -46.5 PST _ _ . z QT-10 8 4 3/4 0.044 -E0 T`SF: 1<IC6-50 I0 5 1/2 0t40 -4l6 P = CS40 Ef 4 .1/4 0046 4 - 80 PSF 'rr R-5 i 10 5 1/2 0042 -€ .6 ?ii- TIII ���� Q 51 }�-.ss 1 1 5 `x/13 0.044' .61Y.S PSF_ U ''oiocI{ Tx'r n _l W - 6._ J a LD55T _ to 5 5/8 0043 1± 10 5 1/2 0.040` —4 _6 PSF [?lf'f _,5€0 10 5/8 0.04E` -46 P5F 1--� (n = __M-3U to 5 1/2 0.440 -45.6 PSF rn[ d T€€t FdC--fit} 10 5 1/2 43.000 -46 S PF 1� N�1 _ } 1) LCCA %1."A't. k SoFnnt pROOVC- ARE urr_ FRUTA k FOR14UtA fa1E r { t z �+ 10 5 1/2 a.f7_2' -461 P r'c couPDMD UftTh c OR f-ACEEDING ME REQU€REAE}t1S OF 1r_ �- - �--' uru AS 0 J 79 tl:TA1+4 AR0s FOR 1 /C SIC4IW "40 COMB, UHOS. 1#t7c ti � !G 5 5 8 1.f9#t9' b 2) WAL t11'b s� is R EcET' ' Lrrt sl to a / sofF1t $6M-. eE * f � t x (I) _ e L55T 14 5 .s r/8 0 O4 SF �GK£t1 FOR STRUCT1J1Vt QWC`Y, CRACYS A!0 OUICTS T1LkT 91i: ri; C. 'i [,4L7 :af[ " —46.6 P SHALL EE (11.(11ULT`11). rL efj<t * 1.FT"1 T tT 10 5 1/2 0.04 4' —4 t,3 P SS 7Ja. .--F 3) 'NA $ '. 8E WATER PP.OO1tD ViTT1t 14 Pt thi,1 $lT1. ATED F iT OF 110T ltsS TH4l1 141 /100 SS^.< fT S. DESCRI13ED Ili SCMTO1I G1ii' 5f3 l t3 5 a/$ 0.04 2, - i+.6 t'5 2704.6 (0) {1F' t?1E` WHi FLOA',Er, QltUDIJIG COOT— 4) V ALLS 1k SOUM '61VO1F ME WMG / SOfli 11' ARE 1r ITE INST [1F_Ti F"" OT-- 3 10 5 3/4 (3.044' —6Q P5r rte ©E t1E:":1( lJN 3 tr( A REM RIu0 ARC1�F1'z OR Et1C4t�E£Tt 1�1 c C I I 'C { 1 ACCf)f{fT IC TO ME 5M11 Ft.01 IDA OVI1 04C. CO ,r. ) 'IHE CS-- Q 1#3 S 3/4 [3.f346' -- a NSF MIRMUN REG"REME?tT5 OF TT1}S DRAzti M. 1 f""' `y S) tr e1.IA11014 9F ntE: SMOIC / 7;GfT T 1919 Acc t 13FtOOLKTs '�".'^''�". SKMI 8E 001€E W ACCCil;D ttCE WInt ME uFC, tUMUCTIOAS' m4D THE KP5�t�LL SECTOil Or D1C s I fl-09104k 903,' 11G COGS f� �. I T L TI DF- I f s F ISED B f ICH C BOYM o > ( FOR V1 f,J `L DI Mt(;0AFlt7 t10YET'tl= FL.CIV V1''- i=12413§ 1 BILE IJr� .{ rte -- t C� t C kI c-� SHEET IN2 SVRF LOT 12 BLOC 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. 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. i Remove roofing nails from top row of shingles so the flashing of the roof + t — 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 I 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'/a" from roof louver ' _ end and a minimum of 6" o.c. at the front and backside of louver vent z parallel to the ridge. And with the first nail 1'/4" from roof louver end and a ( Q_ 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 Q U profile drawing). Seal all seams and nail heads with roofing cement. O Q Ridge Shingle: N/A z Net Free Area: Refer to manufacturers published literature LU Minimum 3 LSlo e• D $ P . 2:12 IlVIITATIONS: 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. 3 SHEET Page 3 � Page 4 --- Frank Zuloaga,RRC Frank Zuloaga,RRC I N 3 Roofing Roofing Product Control Examiner Product Control Examiner ri Q a v O 0 c OO �•,i CA G ^ ^ y c� v y b i, O G n Z Il liii 1111 IILI ! vO 4 N v CQ ___ iUi O 7 N — z II w y _O W '= y o __ U ✓ 2 U o O `' "'z r� �$• C U U J j OG m O cd -yU C7 J •� J > s O i O �� �� � �_ f�i ^ O G � CG �_ r U -�,•� `i—' CCS O � �+. � a Vi v cn " �' � � 0 -a r c _ v� �✓� o 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# C516 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 Exterior Doors Sliding Series 420/430/440 General Aluminum Co. FL5710 HCP2 Hip Corner Plate Connector FL474 Exterior Doors Swinging Plastpro, Inc. FL4764 HD10A Bolted Holdown FL503 Panel Walls Siding Alcoa Home Exteriors, Inc. FL5538 HD8A Bolted Holdown FL503 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 GirderTiedown FL474 Structural Compo nents ts 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 HTT2 HD/Tension Tie FL503 Structural Components Other-Mulls&Brackets-Series 5300/ General Aluminum Co. FL5169 HTT22 HD/Tension Tie FL503 P HU210-2 Hvy Face Mount Joist Hanger FL1218 5347/5348,5350/55 HU26-2 Hvy Face Mount Joist Hanger FL1218 N'. Structural Components Other-Precast Lintels Wekiwa Concrete Products, Inc. FL 1418 > HU28-2 Hvy Face Mount Joist Hanger FL1218 , w HUS26 Heavy Joist Hanger FL474 Structural Components Wood Connectors-Anchors United Steel Products Co. FL572 �. p 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. FL1999 HUS28-2 Joist Hanger FL474 P P� 9� HUSC26-2 Joist Hanger FL474 Windows Fixed Florida Extruders International,Inc. FL44 Husc28-2 Joist Hanger FL474 Windows Fixed NuAir Windows& Doors FL5333 LGT2 Light GirderTiedown FL1423 w LSTA18 Strap Tie FL1901 Windows Fixed Pittsburg Corning Corporation FL1363 LSTA24 strap Tie FL1901 Windows Fixed-Series 1100/ 1900, 1450/ 1550 General Aluminum Co. FL5169 �-+- - LSTA30 Strap Tie FL1901 C a LSTA36 Strap Tie FL1901 Windows Fixed-Series 1100 TDL/ 1100/1900/ General Aluminum Co. FL5169 LTT19 Tension Tie FL474 1970, 1450 TDL/ 1450/ 1550/1570 Lr12oB Tension Tie FL474 Windows Fixed-Series 5000/5300/5350 General Aluminum Co. FL5169 �' o LTT131 Tension Tie FL474 �--1 LUS26 Joist Hanger FL3750 Windows Horizontal Slider Florida Extruders International,Inc. FL43 Masonry Screw Titen FL2355 Windows Horizontal Slider NuAir Windows&Doors FL5331 MBHA3.56116 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 MSTA24 Strap Tie FL1901 1480/ 1580/ 1590 MSTAM24 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 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 Single Hung Series 1100/1900/1970 General Aluminum Co. FL5171 MTS18 Twist Strap FL474 9 5 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 PHD8 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 sosrxzi Strong Drive Screw FL1463 SPt Stud Plate FL474WindowsHung Single Series 5000/5300 General Aluminum Co. FL6107 Tie SP2 Stud Plate Tie FL474 5P4 Stud Plate Tie FL474 SPH4 Stud Plate Tie FL538 ST6224 Strap Tie FL1901 THA222-2 Joist Hanger FL474 SHEET NO. P1