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Home My WebLink About08-8606 i TM SFIJ4I1ffk4 o X ovnanian Homes 5439 Beaumont Center Blvd. Suite 1050 Tampa, Florida 33634 (813) 885-7744 PLAN # s 1 31 1 DRAWING INDEX sb:-- NO DRAWING TITL COVER AND INDEX A 'LUMSING PLAN A OUNDATON 'iL AN A2 FLOOR PLAN (*z�l \}"f ` A S Jf<> RA_FLOOR AN A,3a RAN` -NATION - A' z- A4a S D=EL_VAT!ONS - A A� REAR ELEVATION ELEVATION AD INTERIOR ELVATION5 D TA!LS - �CTRiCAL P!AN 3-BEDROOM / 2-BATHS / 2-CAR GARAGE _ FLOORING AYOUT M' M�Ch'ANICAL LAYOUT 5 STRUCTURPL D TAIL51c T5 DOOR SCHEDJLL5, DETAIL S e IN5?ALLATIONS — * W WINDOW 5ChEDUL5 D TAL5$INSTALLATIONS ROOF 5h1NGLE INSTALLATIONS N SOFFIT$SIDING INSTALATION5 PRODJCT A'PROVALCODES AREA TABULATION TABLE (IN SQ. FT.) lY11� ARFAIa t X r f ?C � G Qz STRUCTURAL NvINccRINv N5PcV I ION R Fir S _ 3 � G AND �`� �, INC ,?- a� ? i SSU= H'�TOR`/1 (S i �L/-116 .1 - tx � b� YR2h'9'��.d�. #V`m� \l.�e, 7� ✓!3 'Tt.. ��r � - J 16105 N. FLORIDA AVE, SUITE L 33549 ,.. B. U T Z. I=L O.22,x_ A 4'F :_ _.� ._: (813) 849 37c r. :. (8 13'! 849 X77 FL EB NO. 9196 AI.L1' .� THOMAS E. MILLED, RE. FLA. RE O. NO. 56877 P t Ll Id�j ALL P_AN NO. nA BUILDING BYRON K. ANDERSON, FE, FLA, REV. NO. 60987 C TEL"ICCODEAND VERSION NO, .- S 1NANCFS DATE: 2, /�� SILVFL Lot 4 Block I Z zZ O L ^m z mm c� a LL��Qg W N C y G Z G Z Q n m W Z i J N f O W N6`5'N'.NX}H ANC io _ ---- DOCK.xnr-0Ns w ~ 15-f' ~ .. � 15.1 • � Y � V `00'i NG Wf'I t5 x XS CONnVUOL" 5—___ Z-11 2,-0+ ' x. I a o zae nava�u____ ( r z � I M � C LL Z V L z SHE= NO fi t 7L' f Tom/ Z/V t 4-B Cl� yd � � n B S MIN Y " 3'-8' 2'-C' 3'-4' 5'-4' 5'1' 4'-C' 3'•10 3'-8' 3'-1 C' 3'-8' 3'-1a' 4'-2' 3'-8' 3'�' d-4' ' d4 -( 3 '- ' N L.FlN"Sf '� •�A° r t r r r• r ♦ ♦ ! r r r ' 4 I r 3A8 r_-- 7c 4 p 3-21CGNC Sua ow � fo 5£ B ` ■ • ■ ■ • ■ ■ ■ ■ ■ s' LFN!SrGR �t ■ ------- -- --- -------I------------- s ----- -- ----- - -- ---- ------------------------- --------------- - p _ ■ JfNO`5 f.".ND(7N ANC I�. - i7 OR LXK ON5."" _ ' � DO O _ _ - �` 2, 5 R€BAR y I !� — �r v' f CON'INUOU5 1 .__ 13'-4' in r 8•-4' '" _1-STORY 121N EXTERIOR MONO FOOTING _I v 4s-6 23'-4' o i o z 9 `15RANCARC 5A.5'2 ff 12.D,JPo 3 noano8.2'N J('ERIOR MONC.awy I q q ! < L d m 11 5 ■ �� C'M SING ICGE r 4'$' �2 4' r 15<. , i f— n z W 11 h y '-/ -T rN II A. ,4 - 2 ` $-3 2' �� O 3 GnC. o ____________ O -- v � ^ Vii JaB- 2 �. '� O A 5"_L R._IN`ORG°MEN'273L 7A E�, v z 2 P z z 1 iN A 4INIM M G-3'CONC5C CDVA0`_ -"_ ___ _ a p I c p C - ■ -N IN a Aa wrn C-R 7 ' 1 m m X00 5I CON,• N � f F T 5!AS OV R o M ■ __ ■ mN ■ ertoa■aF ■ — ■ ? ------------ 2.65 R-5AR,r F—� LI 0 3ARR R ON G_Ae TR1vlT: ■ ? I AT:D GRANUAR I. COM?AO ED TO 95%MODI 5C ' '- I q 4 R o ? c!oRA-.TM D-'557. 121N EXT. MONO GARAGE RECESS Ro _ 7_vCNN„— r ■ ■ ■ ■ '�-4 U N. 4•iC' 3 .C Z-Q 54 r 3-1C' Y�-4 3'-6' 2-0 5'e' .4 -8 DOOR - 5 • 3' ! `.15'wvCAR,5A22 e-2 V2.x4i 3Fouraa:oM�2N PoOR UONO GARAGE r75 owv o 1 _C '•'-' r } r + — ■ kd N 4 — ■ ■ 224 71 t�� 6-C' 3-8 5-4' 5'-6" 3'-1C' 3'-8" r 10'•D '3'-8^ 73AIAS w'T- —Sff SreL'C"'BRA:.57573 1'3 f5 ZGn FOL-n.O8 —�nC2__ R CONN 5�4: fAcl'NA T-C' 27-0' 24'.8• 16.x,. + � I' @5 C,WIN0005 On O 3'27483^(°+CAS TYPIC 1STORYSEC. GARAGE STEP_ AL AT ST_ W/O UPLIFT 22 ..roar sneer r-.,+c. o11,-7-o2 scary ac araye m nm-r51.1 I LU P!NISI GRA05— I zll !. 3-I 2'C0NC 3 V2';;0NC— n^SOATION DF 0N3 JOIN —S;a SA. �., AIN ! 533017 +rtN !2 00R5 Z Con-0,5.AS- G 3. eaµ' a'h4'— 0R 5CF07 h x THICKENED SLAB EDGE �1 EXTERIOR DOOR SILL (T SIB CONTRO.JOINT _ h' :.s;a-aa-a see:. 2.;AK-QN..0 c-ergo.-7171 SEC.ati.- \ -> :e- h7A2:.,-__ Z-:2 aro ;. Lsaroara sees..•:.2.0CCrrouaa:cr,a:1Y12 o.;1 .- 13. DV Z ✓ LL Z G C r✓ SILVFL Lot 4 Block 1 U Z Z O 0 g AP c tia °zz 3 Nw z sm < z WN z'La Q w w o r u ¢m tJJ — Q Y S za o? U —> f 25 sr 25 51 ti-4-4 in ,n III OWNER'S SUITE BEDROOM 2 OPIONh G.W.G5 SER�nGE N, Ba'ROOM3 DOOR°F.; 14 1 m V � 5065 5r m a h r,w5pr. I4 55 Y o i � '29684 r--•--f--N� 3 "' I -------- -- —' _ "' �+- 5 • 4'5 W.AD Y .... . a .GREATROO hC. --- Y a M _"�B_ _ K:TDHFN '.G,2D.;b F.nDV},wNldti t^AN� 14 v N ��1 ax w —`—� U PO T a�• w,. o b I'ER S ,np 3C"-BP5_ N P.11 3GSC o I C`GT .IC : R ___ _5 5r r1 • 11, T-C 22'•C" 1 1'-C' N � ff ARgG 5na _ _'4Ra °ROv — — J _ - WALL L=G=N� SHEET N WAL_5��T'r N;A.ND NA!_;vG 5C",`D'J—: 1 OOMPOVEvT5 e GIADDNG END ZONE= 3 Fr /7N 1' N' 55 O RW'5-vv ED,ALA NTERiOR ---I Shy"hIN TO 3E W �Y,V OR )@ D,C WI ! I SILVFL �� NO. �X 12 SrR�445!''NGRO)Q 7"O.C �ItiOn: 2= F 'D o. .ET B' =CR ^.DDI'iONA_I Lot Block ,�d�' �• ((° v M G F F k bey:e N 1)5 v2 Ali ezaR �Sh2 SA n!N O 3E P IIO5B 1 ER oVAJ 510R r Rc• see ca�a eN s c�aoo w�*as_=_�¢ q t�Eb�g go 6 � k �� o EA t1W A3_E)rA7 N p W 87 kAl'S @ a' - `-''" 'ESGN GO.5OUN„A2E5,GO.: SGGS3 N5 0C � p� "-6`r p z�• � XER10R WALL 5":ATrtiNG-aLz ocva Pane AA RATSG 5n5ATnJN6 z 0aana Onen:a:or(A) M n-1m homi-a: IM,nlrum ?an z (ncnes o c.), cress(mc, II 6 0'Bess no-zoma,(o; c $o I 7/'e'oso or 5/32'cWc 2411 6 5,32'oso or 3� 6 ti'c z z a nq n axis yv ca y:„gong.-ane: ` ^l g g a Ter5 orj o mend Ll',a to 5GUa5'Or ■ f--■ ■ ■ ____ ■ ■.,. '■ ■ ■ N x W a o z0nta a?n. ao or�a-a l!c':o spas <or �' - ■' ■ ■ ■' ■ an?!c or. i ! ry ^ ■ w y¢ J w z Bocvna be:w er scuas aonq ro•, OWNERS SUIT= f 6� ��. ■, zo^z� 6^OROOM2 �y (C OWNERS 6_�ROOM3 8A'h I W z NOCG'GaDe ena verccaate^r`an e'OIL regmre �= dY s= Ez 2 rows of-a s eacr row a ed ver scne aoove. ' STRUCTURAL -�� 2OARGA E NOTES RA�� FILL 3!OGK SOLf. I 2_0 , ^ II I 7 V WL^ WALL TYPE LEGEND � -- -- -- ----- - - -- -- -- _ -.-_- - - -�-----__-_- LAUNDRv i �` IND CA^� ,Ro xiBAR:N � 9J I� � � m O T1 N„O 5 QOM _-tea .A Q w � r'JOT',N;;T.,KNOCK-O- - -}- - N A M IhD�CATS S�!EAR wA;_ 3REATROOM �� i 2IX:L f.-C.MMJN�0M5 ` E' u 1NpICA'"�.N`_RIOR EkAan_C ' CE ■_ �,■ ■ ■ _ - .NON'5EAR,NG WA1.� I! r� FOYER CAFE ■ z�� 5'Nov,KNOCKOU- °"NOM.CNOCKOI; 5 OCK f^?'CA_ BOCK CA;, #5 CON-.IN 1 I M5 ° KC COE5E auzse O LL 'coaFVBLv P1t:FD 50 �"�'4SSEub�Y 1ii`C 5X: 7-� J V 7 Mi ^iC V•• wiTn ONUS.`_ ```` yy 1 NOM PR CF5T UN'_ 30VE O'ENIR:S^;P'I A_ B"x16"BOND BEAM W)B"xB"PRECAST LINT-m — B"x16"BOND B AM\N 8"x8"�R=CAST!INEL N o0 er'z•t"BOND BEAM W'8"x6"R=Cl`S-SED 1 INT 8 x16"BOtiD HAM V,' 8"xp'0R=^AS-I IN'= - - roc_— © - _ -_ FE 1 '�20U�__- SILVFL Lot 4 Block Attic Vent Calculations 1315 Vents Used v i Cobra'Ridgeine'RPooge z Vent 12.5 s.i/Lf, L GAF Master Row 558960 g (Off Ridge ent 60 s.. w g Aca'Uni�ersa"Soffit Vent 5.87 a.!rs.f d �a zz Ventilation Required(Upper and Lower ventilation provided-Area1300) Total Area Unoer Roof 5 5 (including eaves) 2232 s.f. 7.44 s.f. 0" 1071.36 s... Regwree uu y z w' w L yam z Z Q�J c Ventilation Provided(112 Required ventilation in upper,1'2 Required ventilation in lower) Uaoer Ridge Venfiet.or z oa �a (Rquird 535.68 s...1 '2.5 s.'.;l.f = 42.654 I.f. Ridge Vent c r zc Ez Lower Soffit Vent',lafon Regwred 535.68 s.l.! 5.87 s.l.s. = 9'.257 s.f. Soffit Vent Notes: 1.Soffit venting area must be greater than or equal Ridge/Off Ridge vent area, 2.Contractor to verify all vent areas. 3.All vents/soffits shall installed per maniufacturer's specifications and 2004 FBC 1203.2 U c - 1 T5XTU15D , R 0.25 V_N`c ELEVATION GENERAL NOTES: 3nx c 5�'r Ll.t I-0 1 �'J.,CO OVER MOD`RAN`_ ., DiA. 7.wP.ALV_L0JV_rL„ ;3;-con-sTuzc=�N�s, � V=NT FY°CN ?-''K PER A.5i c 9zo 95< ohs s,, o ERnAN F�' `_ z Icacer s GA9 5 BANDING W ' S; iNv`5, `, q �' —TXf' R` 5'UCCC n ANDNG-o se 5CORf cU Q'. o"ALUVINJM '5DfS�ORf NE.'J.o,N Z I_ _ _ _ __ O Q ` r'iLLM.'UV c0. , rn W 00� � O W a �JNCC 7TJv 6 N co Z :C0 R '3AN 0 -' ,,AO U2 s? 08 3 0V a -I Z > - SHEET N� . SILVfT Lot 4 Block 1 U z Z O g 'm r,o ma G C R!DGE vN" Z ti m 5 < -- `,S_"RG.455 C W in C w c L O C =Y � 9 5TJCCC v' x tc 5UCCC 23 5n 255 . N ._R Y' c.�iW .'P;; m _ (�^ RIDGE V`_N" "9Ce i�453 n —� �Z^GE Y5h r �AVJ INC•'�` a1 I, W A—MINW'UCOk _ti Q it T!TJt D J JCC , PLJMiNUM`AFF'•Y° L1 m y _' � coNcz x�•= — - N cc SHE_ NO SILVFL Lot 4 Block 1 ? I Z Q m m Q C7 �w mss W ' Q n y y W �r Z I Z 2 �Z �'Zj,7'uf VfN 5 �G �c � of F13E2G1,a5; j IN�I 7Y1 � C7 U a -�-� - y E 4 A M'N 'M PA5C J'M;vUV S0 rT II I- I I I 2 Sr li i �I W z I, Di, W l w w I?' h Q'' Z LL z SHE N:; ft � !� SILVFL Lot 4 Block 1 � U 24 5n _ N W2 30 W30 4 W2 130 W36 2 W'3030 W303C �': m _4 m 1! I a w- a �5� 1 a•ti<< _ I E a �i Fri_-- LT- Z= U___ ;3O?ANGE 32 39'zE 53v^30 5 430RG.5P20 33� 24"2W 5333 KITCHEN @ RANGE KITCHEN RANGE @ CAFE @ BASE CABINETS GREAT ROOM TO BEDROOM 2 & 3 U N _ c m = o= c) 3 3G'3 UGH'] _______ 2aR 42•.'1 VIRROR RNC 0_ O 4" V553035 V78,235 W 53035 r4- T-0" mod• CA MASTER BATH BATH 2 GREAT ROOM TO KITCHEN z N x v CO` TLC ID2 DARC= ?' 2::� K2'C C'J's C — A30�'= SHE— — — NO NTERIOR Ef EVA i i0NS LJ SILVFL Lot 4 B loci 1 U y n o j m N�C-C" ° �FOCNDA`�ON n i _< uNog4 Z 4 w V y z G Q ro L W Z O� W z r Z o i¢ i 3 V?'-hlCr=tP CDNCn�_- a COND.JNr U _� v) 'n3L` S iFtiER �5 MAN ° ° ° ° ° i7 EACY S.JF ° U -�a XRrFur A' z°?o z,+`ER3�o` ?IAN c°sew>s e a m�CA�LoCA-ION I NVMBER 743 f 25'rC 3e 5!C` 'a•Try'_Sr, m w E 33 A/C PLAN DETAILS CC Nr— t 4 CLAT!ON t NJMBE — RN';51 GRADE •?j�� UJ awn• XNCRf75,=-- < LcVATION �l I S'fGFICA•.,ON5 I A/C PAD DETAIL 5CAL : 24x20. =i'ti z iP' 1111 W n x SHEET N: DETAILS SILVFL Lot 4 Block I ELECTRICAL LEGEND 39� 5!NGi3 ROB_5W-CH SMOKE SET`^OR - =z 301. _?O'_5MG` s -t1REE WY SwlC.` l FLOOD GH' — !UNC•'CN 202 -" OU -WAYSW!TG — -HERMC5TA' DIMMER 5wn'C` CEiJNO FAti " U µ �, •.V.OUT'F' Z - CE1L'NG`IX"JRE ,'REWIRE V _LL?TON`_ Ji I ..r SCONCE OfONA.CE':.N3 AN -C:'M_`5 DOOR 35L CVN&55 o m 110 VOLE 0J DL7Z- OPS. 2 VOL ^S Q 0 5W1 0VED OU--f .. OOOR 2 L 3OU2z 2a•RUOR`,�X•.JRE C, N.FRwM 5!5_M JM R Fw_ a-` w/D PUNER —o o I GOUN0'A,;L DJO 0WO5 3001?J2P 3J-ON o jwr W `HER PROD`G�O„r_`1, 5'Z.UOR.F:X — wi DF=JSER ,T27CAL°A,vE_ E_CTRICAr?AN__ .fiiv 220 VOLT Of z LIJ y p w 1 5PEUA.5ERV�C3 O1.T_`- -BU'.B WA. M'OJRE Ana LO M"D.0L- - 30':3•=48'B V0 FIXT.,,'RS - 2 9J_3 WALL A0 IX^JZ < Oce CEIJNG M-D,O!; 5-N L5 42 =•_JCR.F`)C"JRE I z 3 3 WAL V2 ' ' W X"'JRE n F,"9A-^„E R•_ 5-`_J JGF Z C Z 3A `AN 1 � N0 ThRE X55 ANT ZCE SF0 JO Q C. 3A T'FAN MT`JGH- �^ R_CSSEO UGr_ U MINIA-'JRE RECF55ED uG" , M __CT?JC M- R C/) U wA — az ELECTRICAL NOTES A A° , N R0AOFTN GATa i I � 5Vrt'CH n!st eEC�- _ NJ AL 0 T Gt' Pa MEAS FROM IN n3C F'_OCR A -' '-. - �c 05200R5 ..N_ _,F"t_Sox TO 3`_ 2 AT. ,lGEN5?.AO _� y _ KI.r�Eh ae 4-`.`. uJ ///��...,,,vi �Ju - _ ALNORY ROOM 33 AN 4 _ ,ty sr, .`w ` R10R WA-I!R'ROO� 2"A �_ ___ _-= S� ., � �y� A„ >ARAGE S'NfR.A- - 42'A v �, R.SW'.iL: RANG_` .. 2'A.. �, \ / / .. eS -�•RM?'?.�-AN O OV'S03E GANG,..W'+ERc'0242 . 1 - — 3 T0CTCAL SM-CHFS'O 3E A'a2"CEN"":R..J N?ABOV3 9NISrEC � � - p �, __�� , `OR.,AR3R.rLCS F`AF AA71C-1e71 Z h � � c WORK 5HAL F OCHE IN 3 R.C'A COR:.AN E M-. 11 NA ONA. D - _ RCA.CODE J,T'_5-t:) ON 3YA JCEN F F L --- - N'TRAC'OR 420 5r,q„3E RESRON5.3_FOR-!E IN5 a-n,T'CN ANO 3IZ'N'OF A '. —�- � - a. p .. �cA_.MR1N'AN accEs5oR� ��. --- - ------ �' � —� _ 5 MOKF.:)FTt=R,5nAL 3F INS-ADO PS DIREFD 5 T..x —--— N A,AT!ONAL 2 993 ED ON •� �'•� � A �^'. �. -'� --.-�� _- 5 OKE DErEO'ORS o BALL 3_IN"_RCONN`_,.-`_D AND CA°.AB•2 O` OPERA'..NG ON c;THER AC OR OC i3A'TfR1S;. ,�/� - G ARC FA:,'_'R=CE�'AC.��N AL 3cDROOM5 F3R 999 N`C r / \42 I 2005 CN'AAIVA ya.�� -- _Y , a'1 Esiv U k NTe, AE Q7y MvNDXiP4- Drr [ -- _<� z U W FIRST FLOOR < z SHEET N: I E 'VRt®APAN44, , E -- SILVFL Lot 4 Block 1 V1 I � LUI. u � m rC N a ZZ - �w W C ym�Cg - W5� zwN�Zw z Q Ol i1 j fL Z W C^ ' E Z wQ i �Y 2 �G O C r V J -o o' ©2C"C:1pµ CMF° Q wJR;r { LVIN� '-' --- - j O - --------- -------------------------- h z FIRS i FLOOR L < r S ==NS SILVFL Lot 4 Block 1 Z C S� �w z —R y '. 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Q 1 i iI 51'v34 RE9C:7 ONCR W 3 AC 30 .^.< 'ASGE 5 92. 5 I0 N5 G90=WALL INTERIOR ZONE i2x 4 4 HorK a ✓v ✓wl Vv3 Wa =Q ;0 20 3G 40 min a A' I'A 200 'I,AT 0"_OE55N S✓?GIF.GA^ON=0R 5 "' �',0 OCD_ G. RL SAO A.^SCY A'EO NI �f�. R 'y� 34 34. 3G0 -32' 2G2 -3 d 28b 3I3 20.' -30 26' -294 IN _A 29 4 NA oNA E515N I WALL END ZONE;Zane S AZA. TA.-ALA= GONVEG"O VvOOD TR55 GONSTRLG1Ck +al✓.X'K p V',L V'L[ v3 N,54 '1'l' E. AjG 3r2.'i - T OV P Aiea lFpA_ 1O 20 3G aG 1OO 2. o_J3 ANJ MNI j GO!Vo 4UGT OV, ressures'ysQ 3i,4 -42 30'' -343 202 I-3"6 2r6 -S 4 23 a 53 2: 32' ek:55NK I � ROOF N?R10R ZONE Care 1 '4ESSE5 ACTIN5 Ives lF@ �0 20 30 ate' 30 199 n;ssurea yell 3 -29.9'. .C -2^- 9.5 Gc ca2S0 29 ROOF END ZONE Imne 2 c. 2_ 3C a^ .>v 3" 'essms,Dsf; -30 c` -ac -aa- a_ _�- " a^ 2 '3. i - A__GO"1Pp�N _ I- 2' 32 a" __ n.-. 9XO�D �J N oe 'c__es_D __ ___0_ ___ ____ __:-4 -0�' L.,: F t 3v�_ Ob=_RANGENCZ E5one 02 �7.• r YuN = c _ ._✓.�o _Ati AN'O/✓-�5- =_AO G %ANA-i9� �nrea FO 2: 3G a. i OND N - _�i>". RAG 0'vB_ 9- --E -` - \:` ��ssures pe` ' � _ A� -_ 491 -�.S'v.:2 - -5—_'-'\_ -✓� 09 _ N_ OV'RKAN ORNER ZONE a..03 -.4l •.c o: -'o -: _O c__ -ION 3� c 0_ f.BOA S:_ C - _ 9 _.. es5res are Orly for Roc`>710 27 oeQ ees �� = r COMPONENT & CLADDING DESIGN PRESSURE '2� _ _ (120 EYP »C", H=L5 T') -- __ T---' SHEET NO B 1 7 2009 SILVFL Lot 4 Block 1 ____ GENERAL CONSTRUCTION AND STRUCTURAL NOTES v_'v= A ✓_5'.6N R_OJ'.F_'E ' F SY ; where vert,cC Gars Ntt Ot 'ci atCF n Gortiraccs 'ootlftos .�.✓65'Qn D0Q5' "See plan r Sa Jcal 000s ;O a -0p5.0er,.d; 3�. proV'pe a mmur .20_oaa cases to tie to,5iaerao per'a 00 tontrvoas 2'x4 <euway across-oi t tar ea. 2"a aeon -,onzonta iomts - �oatres o vooG 3u�dra Cra Cnop:er 6 ' - r I_ !s not perm''rid. 6 A I Piumal S 34 L- 2 Roof 20 as DD..nova ye _aces� _25 aura nG. ec rca and McGnanta roagr-Ins mast oz -omDie;e InsceG:ea arc II G a Gead gad spina e rag' 3.3.;.00rdlra;a aumaroa lines in at,ra a.,aiors a it>erference. Ind�viaua' faotinc aoaraved as Top nor _ s are re ro raD es t fm,nc r-cec r.o G 5nav'd ae towered wan:re aria ao?rava a' tre Snare.:'a' Retard. 0iocerrer:r 6.3.A' wood incluain !4� PS,rce O as 3o::on Hord_ive iaad - a aywood aria 056 In tontgc:in ear masonry Concrete.Ir 0 a5 50 Om ino.o '..ad_a0 QUDS r ,.Illm. canaut aria Ipes m tartrate Sna or arm to A0 30 eta n c.3 are exposure tc weds r a:!ce a 3F=,a n,sir 2 a aroa d r a craw seace 3. XGa a rid under Or tsar in-mace fad Ines auraat ors wniGn d15tpras the aria De Dreservat've .rca e. ripe t tae ai tre a e5eva,ve ,.rep",-e sn 20 ps arnncxa!taoa a"'c nl', oto Gael v _oaa * a. x 4� carroatted sal penal the aatrd fauroo,,or5 '.s ro.per-n- ao =! Dror to ors �ttlor. . 2.Boor ✓asf �v� '_aQd® ...�..ura.�on p aparaved oy re manuf attura^and skan tteG to 5._. r rev J as Oecd loot 3'0?re dada of fou dotons apart .x era no ess titan 2 inore5;305 mM oelaw 6.4 Roo areatnina mvs:De Iris al ea in s aria dirrensio at. ass the sapaa ,5 in tlas 2.3.3a'conu- 60 as !Ive_oaa 0 100 aeration for eaaa on ess trot 100 a t raped Grade, ;g drip,at a eases aria mall tie i5;32'pwwooc or /,6"053,APA span rat no 24/',6 i am an,ess rotes atnern'. e. cxteo.or lase APA soon rating a- 5�(e 00 as _ve oad® aurrtior tat'area ter:par 00 s'. = .,.lna Note Oo not cverarve fasteners Into ayrood/OSB. 2,4.;,ornpined Rao` arid=loot!oadina® LOO tiaraon �...On,.rete i3eam5.:o umro 'pea ao e o " no ezposare rat, n, r 2a wind See In0-adad 5lgrea and acted 7awir>gs a, a rat.-aria Era neerino and 42 A! concrete a lI nay r iirmium ca"-a'-es v'5:rena:h o`3000 251 at 2a days 6.5 Ore-enaineereo Dears snai s Tr vo;:,,aeaca Pat.a.or Saud w';ra inn lran' 3 a nsac-tors, Inc Maximum aeon aces' 6 as far shingle 0 :.33 duratlor teas natea atreri'a o a e e for slags spar tie-aced a.a slvmo nitr:r tree _ o z al sraina sres5 0 2950 as ant moawas o' cast o'2000000 as oar ", z to,nandrail/,oaoraral: Je5'ori:_aaas: G 200 ID aoir: 1aaa Gadded ai Grin Gain-and in a..Owace pan e a the i"x aeslan and Sealed eniaireerirg ma S tie farnaroe., tre soiree-o-Retard fa^revew l aria dire . iar °� ',an,a,50 alf a tie in art hree--Or.c.200 Is pain: 10aa a !laid.n art 43 AI'reinrarolro steel at-all tie r &en aa r•e tiara trot ore tree a 5Ga'e rest arid p'Jd t nrJrJ d t t ' :^ tOr5:1'VG-or. a r dire';'On at".re too of tre Quarara' a.200 Id carerrra:ed no,i7orto' toad Dap ca on a:' and aOnfarnr:o Sraae 40',w`r a r',rirnum to ..' 46,000 Os:an ess noted artier,,5E. t ` 9 • 6.0. Ai pre-ena,rsered seams SJp�n:'nc rxic<veresrs sha .;e .,5an .r or .. = a aare foot area at an saint in the astern.e.50 a,f no zon:a: iaad a o'Ied 3'innr"ur toveraae far reirfartemsn[ n tanare:e a aced In Ore or at. w tr the additional s�•, load as 4"0 as ,aril 7 y P ace area o-at- .,..o no a ccteec °'m 51mu':areousl, w!tn a Goa of i0O oif 000i•ed vertically oonnr,ord a.tree raa of;an or and'an re inn oncarer. r concrete exposed to neQtner 2"m nmam rove''or 53 1, a z atarara'_ tnrouq,#13 oars and 1'2'for x5 rh3 or 03i tre,or srraer, e^°arcane^[snal'i tie 6. P-e-engineered rim aoaras moll oe rus,ast,6soraia 0ac'1-10 or eaves n'Itr 3 z '^= z _ ar JrUr--s5 '.:a.1u voted trer'nise on tre5e aria-arias no orayslar.pas oeeri mode r -o-C der; n.antemert aorta emoedgeg it toncre:e spa not tie `e,d den:. At tin m in,mur,alrowaD�e oenCre,Stre55 Dfr 'i'OO os aria moau:;;5 o' e'as'c!ty a 30OG00 :nee des an tar coedit.ors occurring during.orsrvr ,tior.,'rne ontroc,.or aria'. arev:ae a!' time concre:e :5 a aced reinrorcerer:aria'.tie free from mac ai ar otr,er nonme:a'''_.. p,5 Son aria 5eo:eo St-are-no rims:x farwa sd to one cne veer o'Retard'on necessary at-aa,na and Snorna"eta Cd a al oaas aria rstap.lty or urrrg during coarno5 tha a rea5e t.n aat-d x In:.aree..e. ..xtea tie,ressina:enaa's,wltn rv5:. revew aria corstrvc:or. aria,,-,t or '?•e aOntl'aa:On anal actoti 'ul r6-00 S.I71i:y o^all scan"ea sarer5 "'I. Scala o a..amp,nation a tic oma'i tie.,a sacred so;,Ia attor asv aed the Z z 4. : Srd''.'I✓e the resoor sal':,;,of tree 1-or;rOGtor to art—.e a'.I neGe55oru oroGng minrtrum dir,Er5 ors''irc,,dita rear:o'de`s ra ia i and rear-Of g raria-wlf E-'Jr'„Sned F E EnaineeraG F -=aA'i.Ga:Ed hood:rJ5525. "5 snored on Oche^temporary se-oar t5 t0 sofca and d.i ex=trop or ad_o.,e.t 5[r at.:are5 ;e5t saea'mer are no: less trot apol aa'e Sae cati0^.nadir manta Re-irfat- crc : 1.ties art Dino SccG,fiaa:iaria ral artp a in tr 5urJt:aria aria irice rina aria Inc'.n5peatia s ` 9 a"et:ed at, tri-5 warn Dns:re55ng-moons aria data anal tie aGG X'Q:e-a mooed aria aaeaao:efs Saparted n"Itterl reaar6mer;5 :O✓eieoa:ed Enalnnee-. .5.'to s:ruotaral memper anal' D°Gat stoned ar a:nernlse recuGed it 5Ze ar smenatr De'are aanarete IS mooed and anal'as sec:.rea aoair :d'SD'aoer-en'. '2 A". exterior-eilras Snail De ae5iaried,'5 e et•ea as Gar-'a lu arc,O5ea and Snail tie nitnpa:DI'D,aporaval in nr na ram re Eraireer a'Record. 44 !ro rein.artiria'Jars shall tie tat to aG-OrimOaate i.star at or a' emaeas,aroma-s or 1/2'caret-a"araoe-elrg aypsam t-ara attaanea trio- , 1/G aruwol soraw5 at' Ot IE.,"-.ot:aG O Snob toaraina e 5.^Ja:ara'aria tither ara,-r:rias trot are Gar:of the Otr.e ten's min,mvrr'3raa<all sears, where d .,'epces ex's[Pa-,.,e- -rie Indio dog rlof`vf at:Jr65 tartrab.aaaar'er:s for arch'ed,emce,doea ar riser Saco 'ea ten-5 rron mat a f eat 43, The adaptor a'S riot-ease rate^;c ot-ease t.re tOnat-etc a'JmD aria'-"at c 'n e oe^ /tea. netamm 'O snaat,Ons and tre Oae.the-or-.ro,to,at-at apply to mare ton5erva'i-.e rite s:raatame in aadim,an,to GOntmGtar aril: iav eW the 5trattara''arawina5 rim,Cl Saar prat",Ge anal,as aeered iu5: tQa'Se to e eat ti-tat aant'Oa'ar Aaron O'-onarete saeoif oat Or 531 nay rot revered the Ind"vtdaa'Gel,rd cornaren' =ae,' i''Ga['Or5 arid a:ner trades and artng-onf lots to me a:tentior Of tree 6ncireer a'reoard 'Or 4,5 The use of t0 o5 withr tree m x aesaari 5 Derm.::ea sat"ti-a::n reran:O' Pa a5' reserves Ss mart:O mane tnaone5 Q':er 500 aaaarle'-:s are orovoea. resciutior prior to oortinvina porn. noes rat exteed 25%O the:0.0 reran:at'Ots wean:of the agree:e re '-:e-man of me a ors aria saes G t'aria 5 to a-vide a. neoe or- e:a'"5 ta 4 a =ar reoou mix tancrete toe maxirnur ,Ire aerT,. ed far oar-c eta aateme 5 0 orstrJG a tar-aloe t�t:J.e vhher saeoif c n'a"tat O. 5 rr 55ma D :r or'llat, mnt,e5. St-eater tines are not acaearaa, D Ananoraa 'totes 'I N : ,or,at,Y anal -ortoo: to ratreer a' Fe-oat-ti o iori;":or or reao.atlor i0 it-at-data,aces aria 5 eaves of any material not ramr/ tancretc n--at,as 3 t at-a' tie :re OtG^ GSOr5 -esporeoil:, to taOrdina:e rs/nee^scnedtle w!:-,-,re too' :ortractor sha"no:aria-iced nitr tree cr5t Gt On a'Stn,trara e emepns on ae:a 5:rot emaeaoed r Gontrcte stn approval at tre enairee- or•.voed rhea ore pat torsi tot-sacred ;. s_ 5v+,�ni.td aria arODetly:r5ta I rite S r'$d QrtGnOraoe to LOrt10,,wit" 111E Se cr are n0:t Bar to"codas 5VVGC.X'a t one d5p a ed tar-a- .. .OndUi:5 and aces e:i'KJeOded w'th,r o arawing5. S The _ra foe^of`Ce-Ord and rat tie nesDOns Dc 'On '401,..dime^5 ono'attars an sot.,rd: or seam at-a"sat"'y:re 'aIGw.na eu snot riot as arGen n Gat s'ae d,mens'a" 32.A arcnoroce aria' DE used in Sri--a' tan*O!'nanoe w'.rr:tie most t,.r"9r.' a"screoonces-caviar^'ram rite nrodat:Ion and ace o at:aranincs for erector ti-or are-tnira tne avara :rcvess o' a am wa or scm in inn an:Hey are e-c-eaaed monvfoctares Saet=rayons Sosor Ca-aog 0-200 arc 0-SAS-20'O areas rated and Sroa arawtnes tae of-ortract araw'ngs raproaw.ed in wrote or any Dart ir snap trey srali not as cioser-nor tnree d'orne'ers at-Wdins on oer,:e^ trey shod no: roc"' orern'se arawlnas spa'' not re'.eve the tonractor or wocon;^acorn "ram their-esoans'olll:y to scrfiaart.ly:he stranatr o' cons.attlar Concrete-over'a-apes s taro and Fi:tnos 3.3.A:term up:e marta'ac:are ssttut'ons n s il tars'aered W`:n receia:of Wrl:.air accaratery 'auo-a:,000raira:e Qetai.'tartate and Ins:-''''a aomole:e snrw_sure anal as not ess.nor i!2"'at--onare:e exDasea to eortn or reamer,no-3'4''on proaosa,inciadng soon:ecnnaal oocamen,atlon teemet aaorooriate a-,tre saner a' l a Ali Warn spa, tie aerfarme ,seer tree suaervsor a' a"at-lad Gem Con:racer tanarete not exposed o w atne"an r-o ,t araorla Pt aria-Gnaw:and'. ae Fe-ova - 'G " mere is ta-nt lot De;-ice rtnlr .no.t-aae.✓swings Sc ..C.a:ons.References so faGr,co:ed and rata: r' a:-,::nQ acndna or 050 aaer'sC:..,'raln'Orcer^e n.:fro-` 3.4, Ali :sass to ..lass-ornttior6 are tat-sac-Ca Dart o':nee Der-anplreend trc55 Stargards,Maru'xtuen Recamenaa:io,5 oattac:Sri--a-rat-a' cnglnearIna and irsoectlors s grope- is a-t'or w'I 'am tie -ca-it-ca system ring snarl as aeta.ea as sort of tine a vas shoe arcWlnas nt 53, ontlnaoas 0,Gnonace R'a"'rarina/aeorina pas:tie atov'aed to the't-naatic-s to 5.Masons, mess:,c i'r. ry 2.Sac<fiI ire and cmoxtind 5 . Masons units seal, as '5/5 x 5 5'3 5 rdda'ar at-its areas noted 3.6 Al, -orrecLo,s and fds:ere s rstalied in-or:ac: i,,Derservatve t^eared lamps" u. a 2.'i anger sap on araoe ano oo:inas,remove sort sans aria fore'an matter and a:' 52 ,m`s small oe orie aria :w0 tell Gran.- S:anaard Weor,mace :yoe artond and s 0a' avea far sari seat then manafac:aen aria revered a,5.°i„tia a. Q • Organic rnaterIa' !n[re saa-graee. GPre rarer and Qaroraved Daareaates aria',tOMX'm 'o the r staaora Speoif,catiar GOs-,ortar, 2.1, P11 mater-a:for evo-axle a' Saul n araoe aria tie w l Graded,tear send to Pa"no or iaad Deanna masonry un--s Des•ana,or Cam wtra min,mum tomorEs5ve P'j i a'ar is Slid fire sand,free of Groan,- .a r t ay:notices,t ash, sane aria omen .ms o' i900 as: ? Stee H ar5U Gma-era's :..onua/ed a,stn pan mater-al mater-al no,,a,aped; 53 'to OSEO 9 n5:all-:ar of al'.5 eel to ae aer'arrea as or exter'enoea.a-al.Flea aces eretta-. V/ 43. Lriss ocecrical,u noted atherwso fll:mate^al snal nee D'aced in maximum 3'riot- 5.4 At too or ,odd nearing mason,walls,arovae<noc<:avtt titian acrid nears ,,tr 9.2,-acricare aria erect al s;ratwrai steel, Ir actoraarce w'Itr A.LS.:: 'Spear?-Griot Q its of ,case P1 arc cor^pat ed to a mr,mium at 95%mod'ea at-tiara". ein°art smart as noted or pars. Pon one Desac,P ricat-.on,and Erector o'Strvccro: Stee ,3a'ainas' W 2 areas notes otnerr'Se,or vice amen aDo on araaei A 6 M_Do yetnu•ere vapor 53 "losarry mortar anal'as type S wt-ere not in 0O-oo:rr:tn e eartn o type ' °3 5t^vot,r 5`eel AS ASS un.ess grad a'narW'se Damien or-ompot ea aranv ma:enai or taros.:ed nat'-e goo-Gas v o oarrlers mere In oat-toot w. rs ears.Sect/ca -omare-55ve sr'er>ar of masam, 'm=1500 -4.Steel ang,AS^ AGOG G sae 3 sta.:as ananatured n:'h 6'mnmam:aoced acs vapor tree-must no 0-eats or os'. 95.Weidind tonnc:ars E1OXA eiecroces,m'irimam.Sze red 3/'ir",Art✓tertlflea sac<ets Gomoactra of"II ar exlstin mate di aria aonev„a mlrimum 95 mcd,f ed 5.6.Almartar Joins fr no art at-'t masonry spa'. extend me fob wi :n a face Srel'.s. .oars C,ert'Flcat'or ooer5 a D :a as sex it:ed icon redoes: Grotto Mortar -girl for Soria rasorrt,arts anal oe f-a:Head and ac-ad joins "ortar Head G,c.Vrere steel Dears are-rtinuovs over columns,o a oe wen at='erie"totes or and aea arts:o as 3/3' - /5'tn'la<uri,ass notes otherwise. Ex!.eat'On5 `nee tied 60th sae a' to pep.o'a tn'icvess eaaa to m f n r - ' ^xa age -totted a:re„e .e ire. a' 3,Sr'aliot=aandations Sane,=ootinas.Etc) on,a -re sto iro coarse over a faaarta may vary act-tee" 1G"to 3.4'man_ the:toe column 32 r=ourdat-ors Gnarl De our'-or Jnd!stamed sol or Droaerin- nod 'l!1 mates 5. Ali einfarc ra steel. spaII ae,Herr deformed Gars trot are free o' as sca'ie,am =+., "tree see: `tame :s non-self sa000rtina aaecaa-e .aroonar,swoon spa''''ae -an ndgtars nave Doan as5kD eo tar art as5ur'ed sarina caoactu a' 2006 aoanas der d arc Co^form:c :race AO n,s a mnimtm,.cc o- 46666 as unes s no ccotherwise. provided at, tine art at. ac:r.reaureo tonneu,oes on e'iemens are Ir mace. o . f. o _ o savor. 'oat'ps,, Founaato_are-'same to s Gonssv teed an sold :not ao no: minsmam coven o^reinfonteree:Daces in masorrJ wall exposed cD reamer <" aasse5 xDarswe a de:atlas,rc anooer:es sun as n-at- aost'G L acs on araan'�a minimum-over for rein ar_e-c-:a'acea it' masamy wos"a:exDasea wea'ne-, tic I Oars arc w:oaars'Serera; ma:erg s I o' ma caaaci as Deer assumed am,'nee Eram"ce R -grid to e lard ai a n-Or Cement Sna De G'- t0 at-ar^r"OQg:e -re ,"5:a -ton t° oranra.ampea5 ar art-c' n,noow5 std Doers drip trove 'vac 3u'la'na Gooe "moat: <v;asva arid spa' rhs a va o s Irdca:ed an mne tart The tar.ra on anal r t ba Items -nee: me dawn loads 5 r Sc——mar sal a i y and ace a'art,aarttaa"raaao: mar Pea'_tereo oaa Era.nee- :a ravine,e=.:na am v.,:.L,tea, _. ,r a ..o_.- _ `3 vosorry a :^.a oe 3000- a 20 oats -a s'a Sna as ° -„ ea.^e5 D^oat C:toot-no,,. _ ..,. resoanslo'. .,the^s. Ova'004,0a oaa:a moor: s naol^ea ore _ aa:a^ rsa6ctan 'St—an—tea t _Sra rave v a iarre 5 „ to malt-:air an.rocs rJG:ed 3.3 A' faatrcs 51oc ti" on-ace tart-ere aria ma50ris.are"'ins "so-e: -D,c,ete Gan:it aV5 ver;lta ce I -nee O' mat-:Or araaa'na5 arc nee oor50 a ea at .antra a 3 'rarara'.- Eta N no gave a-n-am 23 dads Comre5sv" s:eta^ a' 2500 aovnas tic'so are '.r.. von tor.,. ar -rsoetaar arc r^a5 spa a'.-a owed a. me x.-a^o�eat.r a _- :3. Stars.5-a'r_eaae-5._ara'^a.worora1 -arara'._ ..,.. a a :rte nsoor5io :,. o an aratea-e a.__ _ranee - 4 'rlccenea coo and laatnc e svaa n^on ar_stu :re 5..amtie-co w.pas are an . _ ta5r tart-s to - at-„ 05-aria-tarot-co or Ca5: -e Qaa'a.ea r-a"ma:an ova ao e a.:re tlrr'e a' area ant:or c :rc aca.ar. tuua Oo 5,:C o =„ eta-ac-i:. See mars '^say-atnedae arc a-oar a :,a^d:_ ._. vat_ ' ,.__ eo.:.s P x r dream mos. .,..atta. = t.4 ` .,.,a . 'eo .. 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CRI'A'_INTO;R55 TOp— To=G�oRD of-R:s5 3@iEA'N vA�_�'5ET MAST ee�RAr5s HIT.. G:ov 6 I I rPRO--.RL"A•�AGHr'D RA-�J' SHEATMInii OR PvRL:1,5 AT 21.OL OR - 1 — _"YRIN_R5 S._4ED OFSIGA 'Z�0 nA,j 1 *w5TA_2•va'GRO55 3RPLIh5.RILGE A� 1 / -G'MAX IW 131 2v 3 IR•wv_0 K� �� - LS N'�R5S Ptyi lrc^B�/8tr3�X155 5 ".a^'M.7P,�SS_5 AT 4'2 1 x / / `� I , .i_-I..A:_D RA'S �} I ,i� 3 �C .J•'S}}3i C W,np w%s.Tce-wA!�� /' 1 sI+EAn� ;� �-� _ A'EA E oa sLaae�Nb.✓31 2a c�nws =oRTN Res COAti�T10NALLY FRAb1ED VALLEY DETAII - X- -+iss 3RAees�eaa.�-, •�.e �� r^4x3!'20 NA.;:INTO Te.c5 alyc 2 is ROcR 1T 7RORs7 c ' WS 1 a'O/c IN'L LA•9LxK:NE // �5 EN5'CR`TALKS 7: N Q)/�/ / �ln 5 Ati,x43 h 3'2c- BLOCKINN3 AT RIDGES & L = 1073020' ti-:,rzna', ≤ - �; - / �.-`frR5�n5TaIh5 :,'(Yv- - '70 G .i 7 t TR,SS--_ as B_.KK:IL-9�"'SIDS^F vn- ENCC j DROP If? DETAIL � DE _RIDGE Vr DETAIL -- w FEB 1 7 2009 . . - Endure For Masonry Rough Openings DOOR COMPONENT SYSTEMS ___________ H H H IH H (5)Screws per s fr:::ews er . � side at 17 5' . �i.5!:•:�rdwS p3T « G;d;n 7 5. « 52 d<1 J` spacmg for / de at t 7S' srae:r� 6B unite vl:t! Its sa a8 Mils �unlES j aG'e,3f (7}Screws per Sc1c-wn side at 14' r.5i;r 1 14 4 l;'." S075 d:1 a S d".a4 t 5' spacing for StU or ' C2Ci:?S In 5:a(tn?J f..), B'10 unks �aL"'J ror as u€=Ls 9 T u x;t3 9 un is TYp F E•fl, ' 'ra Single door unit Single door unit with two sidelites Double door unit z 9 Single door unit with one sidelite (boxed construction) (boxed construction) g N_ Q a vi O � � l � � l � l � l 11 11l � oo < Q -� •t4 O _ _______ 3 5 1'7 SILICONE APPLICATION MINIMUM FASTENER COUNT 5 fasteners pet vertical framing member and 3 in header for 6'8 units. 7 fasteners per vert cat framing member and 3 in header for 8'units. AP4fy sihkone LATCHING HARDWAR• E 2S 4 ubber sealant in Compliance requires that ANSI A15SS SPACE 2 or better cylindrical and deadbolt security •' �, three rows to a s�j tread size of 1'4` lock set be installed,Follow assembly Instructions PtIF At X. high x 3:4'wide. r) SHEET NO. NTITES' t. Fasteners recommended for ibis unit are 3%16'z 2.3x-4'Tapcon screws calculated by the lowest fastener rating for optimum anchor positioning D i 2. The Tapcon screw length is designed for f-174'minimum embedment into the masonry. 2 3. Sealant recommended to adhere sill to subpoor is 100%clear silicone rubber sealant 0X0 units(66")use apprcx,P2 oz,of sifieonel XX units c (72'7 use applox.16 at of silicone;X units(35')use apprax.8 oz of silicone;0XX tr ple units tt08')use approx.24 oz of sitkonc,QXX0 quad Double door u n't with two s i d e I i t e s units(144")use apprcx.32 at at sifevne.Sittccoo NS.e ratlng PS C-420,Class 25,Type S,grade DAP product number 06641. 4. For installation in wind-borne debris or high-velocrfy hurricane zones,add 3 fasteners 10 sin. All Nos.Q1-43C54.0t,Qt-43C54Q2,and 01.43054,03(Archhatural Testing,Inc,York,PA1 3 ' 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 +65.0/-70.0 6184.1 XO or OX 6' 8" 3' Opaque Door +47.0/-47.0 6184.2 6' 8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 XO or OX 6' 8" 3' Opaque Door +47.01-47.0 6184.3 6' 8" 3' Sidelight Glass ODL Screw Frame +47.01-47.0 6184.3 OXO 6' 8" 3' Opaque Door +47.0/-47.0 6181.4 6' 8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 OXO 6' 8" 3' Opaque Door +47.01-47.0 6181.5 6' 8" 3' Sidelight Glass ODL Screw Frame +47.01-47.0 6181.5 XX 6'8" 6' Opaque Door + 50.0/-50.0 8184.6 E OXXO 6' 8" 6' Opaque Door + 50,01-50.0 8184.7 6'8" 3' Sidelight Glass ODL Smart Frame +60.01-60.0 4177.1 z O > OXXO 6' 8" 6' Opaque Door + 50.0/-50.0 6184,8 6' 8" 3' Sidelight Glass ODL Screw Frame + 50.0/-50.0 6184.8 F-- w � a X 6' 8" 3' Glazed.ODL Smart Frame + 55.0/-60.0 6142.1 z C XO or OX 6' 8" 3' Glazed ODL Smart Frame + 48.0/-50.0 6142.2 0 6' 8" 3' Sidelight Glass ODL Smart Frame +80.01-60.0 4177.1 0 "� o OXO 6' 8" 3' Glazed ODL Smart Frame + 48.0/-50.0 6142.3 0 .E 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 +60.01-60.0 4177.1 X 6' 8" 3' Glazed ODL Screw Frame + 50.01-50.0 6142.6 XO or OX 6' 8" 3' Glazed ODL Screw Frame + 50.01-50.0 8142.7 6' 8" 3' Sidelight Glass ODL Screw Frame +60.0/-60.0 4177.1 OXO 6' 8" 3' Glazed ODL Screw Frame + 50.0/-50.0 6142.8 6' 8" 3' Sidelight Glass ODL Screw Frame +60.0/-60.0 4177.1 XX 6' 8" 6' Glazed ODL Screw Frame + 50.0/-50.0 6142.9 6' 8" 3' Sidelight Glass ODL Screw Frame +60.01-60.0 4177.1 In OXXO 6'8" 6' Glazed ODL Screw Frame + 50.01-50.0 6142.1 0 6' 8" 3' Sidelight Glass ODL Screw Frame +80.0/-80.0 4177.1 ryA SHEET NO, C D2 6 MODELS 11OR (24 GAUGE) REY DATE MODELS 120R (25 GAUGE) 01 7/2002 NEC. LCADS WERE -. 7/- 5.5 DES/TEST; PVSHNUT TESTED 18 CA PANTED END STILES ATTACHED TO DOOR ONE INTERMEDATE STILE B CATI ETWEEN EACH EMBOSS LOON. SKIN WITH PATENTED TOC-L-LOC SYSTEM ATTACHED W// TOO-L-LOG ((TOP & EK7 (TOP, BOTTOM & CENTER). HORIZONTAL TRACK SUPPORT BY AND URE1WME ADF#SNE (ALONG CE ) 16 CA CALY. DOUBLE END STILES DOOR INSTALLER (TO Surr)-\jj OPT1ONM. I/8'ACRYLIC OR ATTACHED TO TOP AND BOTTOM RM. SNAP LATCH EN'.AGES II 45/6 SHEET METAL SCREWS A S G1A55 UTES ARA3LE WITH PATENTED TOO-L-LOG SYSTEM, ONTO VERTICAL TRACK. LNR TOP BRACKET DOOR COUNTERBALANCE SYSTEM (SEE SECTION B-B) ONE SP LATCH ON O EACH SIDE Of DOO TRACK HORIZONTAL 0 W INTER. STILE O / O T- 13 CA. G LV. STEEL FLA3 BRACKET./4I3' 1 OUTSIDE KEYED ENO T PPINO SCREWS. D� LOW HEADROOM OH C VIEW '8' NA.NOLE STILE S 4 GA END HINGES .A IN'ERMFDLA HtN• pp `C INSIDE HANDLE --� VLF* C 2 TRACK CO1*100RAT)ON Ot1TSIaf KEYED LOCK HHowww 'L• hI[ Sti1P LATCH LOCK OPTION = 1' DOOR O_172UP (EACH 50H I TRACK THK KENESSz 083' / SURE BOLT STOP G.A. CALM PANTED STEEL PTED END STILE TO POINT LOCKING rnflE LOCK ENGAGES 2x6 YELLOW PINE JAMB 18 GA. CALY. STEEL DOUBLE END SALE PRO VE'JRT CM. IN TRACK. ONE 20 GA. GALY. STEEL INTER. STILE-.. TIP, 2-1/2x12 CA CALV. iLJ LOCK ON STEEL TRACK BRACKETS, EACH SIDE 12 GA ONLV. STEEL TRACK / OF DOOR. BRACKETS FASTENED TO WOOD JAMB- NOT T BE KEEN BRAC.Ely LOCATION OF ++-A OPTIONAL OUTSIDE KEYED LOCK POSITION 1�ffi!1 CH 5/16'xt-S/8• LAC I EXCEED PER O.C OPTKNNAL_ENT �_ BR+OKET USED FOR NOT TO EXC.£ED t4 0 C ® (6 TOTAL BRKT5 SIGE MAX. DOOR WIDTH . 18'-2' BOTTOM DOUBLE END STILE 7/16' NUT OR PUSHNUT FOR DOORS UP TO 7'0' HIGH). INSIDE ET Ft�TIQkc END INSTALLED ON ROLLER 5!{MT (7 TOTAL BRKTS PER SIDE STILE FOR UNRfSTRICTEO OPERH{A�T�IOENg. L FOR DOORS UP TO 8'0' HIGH). ST1lEINTtR f GALV. STEEL TRACK FASTENED TO (4 TEN TO EN' G4CM yy/LI) 18 CAS GALV. STEEL. HINGE DOUBLE TRACK 149SE 1: 12 CA ONLY. STEEL TRACK BRACKETS. I RAs 8' SHEET METAL.SCREWS/JEb F E TO INTER. STILES W/(4) LOW HEADROOM IS ATTACHED 10 EACH BRACKET AVAILABLE AS AN OPTION DOORS UP TO 7-O HIGH CONSIST OF, 4) SECTIONS (gSrEOWN). tTSD£ TRACK ONE 1/4'x5/8' BOLT& NUT y)O1HINGE TAFP?IG SCREWS FER J1,,,.E5N84 SHEIT METAL SCRC DOORS OVER E'—!0- HIGH CONSIST OF L SECTIONS (NOT sNOWN). f f VOTE 2: THE DES" OF THE SUPPORTING STRUCTURAL ELEMENTS OR TWO 1/4' DIN. RNETS, 2' DA. LONG STEM. 10 BALL STEEL ROLLER. SFW1 BE THE RESPONS BMJTY OF THE PROf `10NAL OF LOCK BAR RECORD FOR THE BUILDING OR STRUMRE AND NI AAOOPDAtNCE JAk6 CONFK;U___ WITH MRRD(T BUI.DPM CODES FOR THE LOADS LISTED 0;2 TRACK S IN p�TICN OP aMBs BY DINERS ICI1I1111 THIS DRAWING, CAJTS14E KEYED LOCK E HK SOE SEr7K)N C-C HORIZONTAL (TOP) JAMB FRONT FrP.JAE WITH U.Y. LSLS3S�BAR LOCKING OF DOOR. !� T0 SUPPORTING. (NO LOAD FROM DOOR) COATING ON OvTS1OE SURFACE JAMB STRUCTURE ATTACHMENT I) ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK O OP'T10lNAL. 10 SCREW n r TO TIME 2x6 VEJKTIGAL YELLOW PINE(GRADE (Z OR BETTER} .1485. NO LOAD FROM THE 0008 Z 15 TRANSFERRED 10 THE HORIZONTAL(TOP) .AM$. O CSB GLASS OR N W.� 2) ALL U44S FASTENERS MAY BE (BUT NOT REQUIRED)COUNTERSUNK TO FRCADE A FLUSH MOUNTING SURFACE MOLDED 114 1OE 1/8'ACRriJC 5WINDOW ECT,ON B-a FASTENER I— N LIFE RETAINER lax3 PAN HEAD SCREW WOOD FRAME BUILDINGS TYPE g to SCREWS 2"THICK--` PER UTE) STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2x4 (UP TO 9"Wx8'H —J q „yp�NGa 1 ON THIS WIAxRtO MT7:is TK OR (3) Zx6 (UP TO 16'2'ASc8'H PRESSURE TREATED GRADE 12 OR BETTER WOOD STUDS OF A S'TRES Q *Bt LO.D RE Os TI!F1..OR,GA P,IUlAG CODE GRADE NOT LESS TFVAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (F8). LL4X. Q.C. MIN. Noypc _. �— w ASP 4 STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BE&WS. I P rAS (I) HOCIENRI SECTIO E ,-4(S+DE vEw1 )� }t/� F(-___________ ,) e+sEer.,°a°1.,°F r�F, cA a,c�I°cam BLOCK WALL OR CONCRETE 1.M8 z_ -•12 GA. GALY. STEEL TOPPpR iTA84,E SL EI. 2x6 *000 ,LAMB SHALL BE ANCHORED TO GROUT PEINFORCED BLOCK WALL OR CONCRETE COLUMN. 2x8_'ERTICAL JAMB o EACH BRACKET ATTACHED W 4 14xS $' BLOCK WALL CELLS SHALL BE FHiFn WITH CONCRETE AND REINFORCED WITH REINFORCING BARS EXTENDING r Z SHEET META.SCREWS. ATTACHED Ft INTO THE FOOTING AND INTO TIE BEAMS• ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS O 3 TO TOP BRACKET WITH (2) 1/4'x1/2' BOLTS AND TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE O NUTS PER BRACKET. DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT OF RECORD. SPAR E�W Ia�� ) 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT . N (HOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS) " O 4 L.C-CkIAN1ItL. DOCKS UP TO 16'2 Nx8 a MAXIMUM 15 GA GALY. STEEL MIN. Na. OF 1014 CENTER FASTENERS I DISTANCE STEEL PER YERTKA BETWEEN WASHERS 14 CA ONLY. ROLLER HIll BUILDING TYPE FASTENER TYPE JAMB FASTENERS REQUIRED'? EACH HPK!K FASTEN TO ENOWOOD 5/S EMBED) LAO SCREW (.85TH GRADE A)1-3/4115-1/4 YES t D. 2000 P51 MIN. CONCRETE 1 4 x 1- 4 W I EMBED TAPCON CONCRETE A 11 YES i O.D. STILES WAN) �T 4v5,'3 SHEET METAL _ X4 1-1 AND (2) S/4'x../4 SELF TAPPPM SCREWS. 1M' i C1E7e x SO3j 5 ii 71/2" NO INCLUDEV (SEE ATEW"B") ONE 4'T 16 CA c-ExtANFNEL PER DOOR SECTION. WARK Irtsr1�F>Eta.rJr DESIGN LOADS: +37.0 P.S.F. & -41.0 P.S.F. g,) rG4"x SELF TAPPING SCREW PER STILE LOCATION. RE.1+�+� TEST LOADS: +55.5 P,S,F. & -61.5 P.S.F. a ts££ EW auaTwN R E.04 p.C{2sati 2S CA. MIN. EXTERIOR SKIN WITH C-40 I ME O EXCEED THE DESIGN CRIGLNAL GRAWINGS ARE SIGNED W BLUE CALYANIZPNG, BAKED- N AND A THIS ME OR EXCEEDS THE 0 LOADS FOR THE WIND SPEEDS LISTED BELOW 1.NK MTlH A RAISED SEAL (EMBOSS). �(yy pR�Np�R� 1-1/4"WFDE x 18 GA. GALY. STRAP. 5) PER DOCR SECTION LOADS FOR THE WIND SPEEDS LISTED BELOW ACCORDING TO THE 2001 FLORIDA BUILDING BAKED-NON POlYE5tER PALND TOP COATVIA ( nAPPUBDt0 BOTH SIDES OF STEEL SKIN. ON TB' WDE DOGRSS, EXCEPT (6) STRAPS ON 2ND (LOCK) ACCORDING TO THE 2001 fLOR1DA EIUBDNi CODE �SGET-98 fORTHE FOLLGNFNo(SEE L4SIDE ELEVATION. EACH STRAP ATTACHED CODE 7-98 FOR THE FOLLOWI. CONDITION& 1)f RTiLLY-E7NCLOSET3 [G, IZICTJA£7,RJtCNE SHUT RCF1T S/4'x3 4'SELF TAP NG SCREi,S TWO CQNo DNS: 1} (, DOOR 2 DOOR HAS 2 OF WIDTH P4 BUI DINGS MANUf`ACTUR£D 1 1 I 102617 01 SCREWSS T DOO ON£ SCRF TO C-CHAN'IEt). HAS �WDhiIN BUILDINGS F2M ZONE F31 2ON 3) USE CR 1.0, 4 AhN 3 u FArTG OF 1 o�4aA Y ROOF sLOPE sxa Br acacn erDESCRIPTION 'RIND SPEED TIRE[ S 110 t 20 1 130 MWW uW8. CALM. ST FL.0OTTOM BRACKET. WINO SPEED 1301401 150 S or C CHED WITH �2) /14x3/8" SHEET METAL SCREWS. EXPOSURE LEVEE B or C B C EI IFLIN RO F NENHfi 30' 30' 15 30' DOUBLE CAR MODEL 110£AD & 420Rvr6 ALUMINUM EXTRUSION &VINYL WEATHERSTRIP. MEAN ROOF HEiGETT sd 30' 15' 30' LATE NOTED +37/-41 PSF DESIGN LOAD 6/13/02 n O C;,Y y kll&'4 Pro-tA Cc,P ry AX NWA R.fe'nd. TF.s bnbngslar:G Cxpk'.ed *in a4 LTA"Is CBPC (513) 770-4aoo SHEET NO, of L's Gop.y gv.LiHg Prod*,cIs Con)'W4 Or 8585 DUKE E YE. to roprc.S.sd m's Form without 11,written poruCs is A(ASON, 0 4 040 USA RKuMn CIo8)' i: LI. O a ES>?E NOTES E TYPE Ean�e � yr WINDOW SIZES. NU} OF 18 SCfiEw NkIMBE>₹ Of AN�TY CHF�3t ASTM Et:300 EI�fBEDMENI t 1 a. N. SERIES 148Q 15Aq _}590.HORIZONTAL S1JDING WINOot(f Aq .CA1dPA�AVVE YAQZ&AWH SHN AS,REQ'D. 3j16` rA�'HART CAUUC BE174t;EN NWNDCW FRAME 1/4 SH0% i 4O ,8libR dr $HIM AS REQ D. JAMB SPACE MAX. (SEE NOTES T;T.T.(4NC}iE$) DESIGN PRESSUR>= REQ O .fN FRAME ROD IN,FRMAE 1 J0 MN PARTIALLY ASONRY OPENING!IIJ , x 13Y OTHERS t CAPAdTY IN PSF 9 Mf IMUfd EM$EDMENT 11M EM6EDfrfENT 64COS 15 BUILDING V 4 AZ EACH 1 NEAR MW1M AC E,4CN OP�fiAQ VMtCHT1HEtt31iT HEAD JAM85 JAMiS -SI2£ BESSTANf 0 24 >4 24> —80 4 :x S sf9 —$0 2 2 2 2 2 2 INSTALLATION AN1QR —80 2 2 2 2 2 8 {x l9 = � $68 3/1 s" DIa TAPCoIJ 24 x 48 —80 2 2 2 2 2 2 , /4 x 33 —8Q (5�) 2 2 2 2 si @3 CA T PERM 2 2 3f� (Sla TAPGOU2Jl?E 9E ►EEN _ — I. ET C SJ SF10 IA. T ANCHOR24x36 80 2 2 /g —80 $56: xA i+ri EFi A Ut 2 2 2 2 S 3 4 k 43 5/$ -70 $Sg sq+ctH r+Csa.wt� CAULK:13ET4EN 2 11 3,4.1,Ajjj8: -'70 6 .. WJIDOW FLANGE BY OrHERs 3&24 55 -60 2 z ---WNPOW WMTH x 12 2 2' sa,�k75 —80 SS9 w000..auc - —80 2 2 ,. MASOyRY OPENING 36 x 24 -80 2 2 2 2 2 2 1$3/4x14 -80 �SS6� EXTERIOR 6 x 36 80 2 2 2 2 2 2 15 3/4131 301 -50 (sSB) 9Y OTHERS ONE v y0 ER SFIl1�1 AS REQ'si ONE BY !'WOOD 36 x 42 80 2 2 2 2. 2 2 i5 3/4 x 315 —50 (SEE NOTESj. SECT�ON: 2 CAULK BETKEN aUO,K BY OTHER 36 x 48 —76 2 2 2 2 2 2 15 3/4 x s a -50 � sa) Wit`t)OW EIANCl= 36 x 55 64 2 2 2 2 _ 2 2 i13 4x 50 S —50 D58 INSTALLATION ANCHOR — 2_ 2. 2 _ 2 ,3 18" DlA.TAPANC WOOD BUCK 48 x 12 —8O 48 x 24 —80 2 2 2 �3/4 g 3/3 —70 (SS ) , IS CA ( R;�Gr�� tl� 2 2 2 3/4 x 145J8 —70 SSe NAsONRY opel+tiNr3 48 x 36 —80 2 2 2 2 2 2 X 5,/4 x 315/6 —50 (Ss ) BY OTHERS 48 x 42 —74- 3 3 2 2 2 2 4i:V4 r 37 5rb —50 (DS$) • 4 x 48 —62 2 2 2 2 2 2 21 3/4x43 5�9 —50 f3/16") 1 AUUC . 1/ ` bI1C1. 2i 3/+r 5>a�i —50 (3/16W) Et3ET1tioo 1y1NQOYv �} 8r=p EN7 48 x 12 —82 2 2 2 2 2 2 k YrOOD eura —' 60 x —80 2 2 2 2 2 2 273/4r75(a -8Q (S B) 2a"O:a t0t 60 x .24 —86 2 2 2 2 2 2 V 3/4 x t9 58 —55 ( S ) v� 60 x 36 —80 3 3 2 3 3 2 273/4 x 3,;s/tl —55 !3$8) 60 x 42 —66 3 3 2 3 3 2 V3/4X37 /8 47 (DS8). 60 x 48 —54 3 2 2 2 2 2134xSQ5d —5543& PERIMETER CAU4X 60 x 55 —44 2 BY`oit?ER 3 3 2 2 55 a,�a s4 t/4" 5�t13A 2 I 72 x 12 80 E _ ss�ACE +�Ax: 72 x 24 gp 2 2 2 2 2 2 33 3/4 x 15/8 —80 SS8 ENO0W /// 3 3 2 3 3 2 333/+r195j8 — 9S58 EIGHT /// 2 HEJGHT 72 x 36 -80 4 4 2 4 4 2 333/4 x P Sit -50 (0$8) x 42 -61 49 3 3 2 3 3 2 333/44315/8 435/8 -50 3/15" 72 x 48 3 2 3 3 2 33 3/4 x 43 5A —50(3/1 S, $ o / 24"O.C: tdAX 72 x 55 —40 3 3 2 3 3 2 33 3/4x50 5/8 —rjc (3/16" Rj ; C V1fit NOTES ty Silkf A4 REQJlREp ADJACCiT TO EACH 1HSTALIatICN A`4Ct-K>~i e#M LCAD SWtd MAX. EX TER(O z 44: S1Ati! r4 1/4 'b �t�w ) NQ fRAIrE MA 9AL ALW%cuW ALLOY 6063 eltGK 31 CAULK QEH 1+0 IVRIJOtx 1LANG At HEAD AND.IAitas.sk4 MUST 9E •r-r $EN TtJfiR H1BCx+T HEIGHT +) CA X.' FEJyM ATtICt D 14 Trt S�1@STiiATE" Q os 116 ND R?1E Fti fIUIX Ott AP?ROMEO E0.AL ut TEB EktE�i �cow r1a 1N NDOWL s) D( F F3E5SURtS S-0 "4 E 8AS D ort MAJJC1 CAAQrr U&) 00Es1c 4 Pa rn es j�I1,AtJG£ �pE- W.D7H cxtAss $SST�.0(TS4INLD PER As-)( (1300 G1A5..FC1iMT AHP T-E ?11N00W"FRAMt: SMAL • FL I<R hLUE JE US(D) T OF.1s�.Of D stR[;LG1�.tf'fL RO�Y3trE III L S0E 4 Los Y7!!L bL LI1dTEU t4!dv is PIE T6 YUlI R?EST P (ftE OF B.O I sr r 1 VATIO U AcEa4 pg+i t. 7) ALLAZ?S)y t1A1`` • wt' Ux SF ¢,�!�8 (Sc ROf?tf IT' uø SC$EWS VIEWED FRQf- F-M E I©R` fN st r�0SEryr LENG2 Ttz P Y!REiAY'IM4 Lkt3 xr Th S sTRfirE As s+V'# ABOY( �` OJT NO 40 /FLAN 24'1# 4. P,ER(I4, GIiL) 8) ppiis AtLAlQ OF FtA?yCE FFiIJ h1N0�1 (!1 0C iF 1lAaQN Y iN�rLISSE J/15 0 8Y OThEf3 tAPCby ANtAT 1 ems' FfiCiEQj - 14 PA4Nlpi �<t E QT LNTG AE AT LocA�0l+sr�+S? L ux�4r,airF THAN � _cL. - 93 IE Ex CCt.1A YQ4ll tS u0f UsrtA.IN h10El.. k1ARfi 1J+4 ciS Ql7Ati34rf US F])MI7H tzlr LARcJt'"51zE Tex LP} 4 Q }001 Jk Caet Rd i cptroittgl,11 75036•r O.)iok 8j902 i OoCps [ . 753&1 CAST SIL ASS�M6L1� Di�AYVitG PREBY OTHERs CAULrc BEIYIEEN NINQO11F FLANC£ SERIES` t48O 1580 1590 HORt2ONTAL SLICER NJINOOW c PRE CAST'SIT. YJMfH WLK M tawv, co scAi i1a ADHEV& CAULK 45R PRVED 1 tt SECTION - 1 APO 1Al AR IP N/A 1zEV D tE VE SHEET NO. ---- - - - -- - - L'1, 03/31/05 12/08/03 [? NSTALLATION 148 . 2 x, wooQ COMPARATIVE ANAISIS & TAPCQN ANCHOR CHART AST} E1330O sr o TIER$ WINDOW DESK PRES9JR, 4O. Cf f .SCRE'H NU ft C,F,COQ DAL CAULK :BETAEEN SIZE INCHES .. CAPACITY IN PSI REQI7.N FRAME REQ . FRAME. Q �' 'MI T EI T IOR l 1 ` e B H SI JW8 pp St F,N TYPE W:NDOY4' EIf� & dlss§i a* 36 t ohs 10� 2 2 2 2 2. 3 16116 /4 4 —60 (ss8) Wft4 W FRAME S1 EATHit O 8 x 28 xx 16 i 121 88 (sse) CAULK BErW EN FIN ! ( se SHE.ATHiNG & SHEAT,NG ,"MIN 1&x 52 -- - - - -- 25i241/6 -7R e BY 0ThkR - EMBEDMENT I&x 60 63 63 2 2. 3 2 2 3 36 Y 23 t/4 60 ( $9) 1. WN t9 x 12 50 50 2 2 3 3 2 3 tbi IJ4 -40 (5S9) iN5TALAfi1fiN EMBEDMENT 24 x 23 -- _- 24 x 38 86 66 2 2 2 2 2 3 241114 -8O ss8) ANpiOR SHEATHING 24x48 73 73 2 2 3 2 2 4 21 z 221/; -70 (+ \ y\ V 24 x 52 5SB 24 x 64 59 5J 2 2 3 ? 2 4 Y2 r a f'4 -50 SSB). 24 x 72 48 48 2 2: 3 2 2 4 22 131 i/q -60 (558) INSTALAT]ON 32 x 28 -- --- - -. - - - 30 1 It 1/4 -60 (SSB) P.t"RIMETFR CAULK BY OTHER "` ----WINDOW WIDHI ANCHOR 32 x 38 57 57 2 2 2 2 2 2 30x14. /4 -60 (SS?) 32 x 48 52 52 2 2 3 2 2 3 36 t 2t 1/4 --50�' {SSA} 32 x 52 -- - - - - - 30 It 24t 114 -6 t059 EXTERIOR PERIMETER CAULK 32 x 60 46 46 2 2 3 2 2 4 30 218.1/4 -65_ (0,53) FIN TIDE BY OTHER 32 x 72 40 4O 2 2 3 2 2 4 30 iii 1/4 -S0 (053) N oti+1 SECTION 2 36 23 - - - - - - - - 14 r t;t/( -60 {s$e) RAME HAD ` 36x ,35 52 52 2 2 2 2 2 2 34 1 1 36 x 48 49 43 2 2 3 2 2 2 2 & 4 —64 (SSS} 36 k 52 -- _ _ 34 c 7L 11/4 —50 (S,SB} WINDOW 36 x 60 43 43 2 2 3 2 2 4 34 r 2.1/4 —55 `OSO) 34 K 7$tt! -ti5 (0St3} 'Y1DH. 36 * 72 72 40 40 _ 2 2 _3- 2 2 : 4 34 z 1/4 -517 (psB) { 44 x 28 -- -- - - - - - 42 z if H/4 -6O. (Ss8) 44 x 36 41 41 3 3 2 2 2 2 42 t (1/4 -60 (S58) ltd DOW 0 0 O 0 O 44 x 48 40 40 3 2 3 3 3 3 41!22114 -$0 çsse> Q 44 x 52 -- — - — — — 42* 64/4 24I/,4 —65 D$ ) F•r4 P 44 x 60 40 40 3 3 3 3 3 4 42 i23 t! 65 16513 Flo EXTERIQR 44 x 22 40 40 3 -.. 3 3 . 3 3 5 42x34,1(4 —5O (058) � _ - - r x ( .1/4 -8O Dss) ANWN I— 48 x 28 -- -- - 46 FRAAAE s1LL 48 x 36 40 40 3 3 2 3 3 2 46x16 1/4 —50 (1658) 48 x 48 40 40 3 3 3 3 3 3 46 r 2$,1/4 —70 (3/16i- -- 48 x 52 -- 46 r 2! l/4 —70 (3 6'` a 24 O.C. 48 x 60 4O 40 3 3 3 3 3 4 46 r Z$1/4 -60 (31,6)[ ] MAX.(TYP). 48 x 72 40 40 3 3 3 3 3 5 46 z 34 t/4 -60 3 16" .L _ // / 53 x 72 40 40 3 3 4 4 4 7 51 4 34 1/4 -50 (3/16'` GENERAL . TES; EQUALLY SPACE 1) M IF REQU,FE3 FOR LEVELING. WINDOW ANCHORS (TiT}�) 2) �FRAME t�ATERtAL ALLOY 6063 P + £TEg CAULK Ir D Ai.11Ofl P N AT!tFa1) +SILL A JAMB'S SHIM IF REQ'0 8)' CAUL T-F PER,METER SEAL ARO1JS1 EXTERICR OF 'k11'0VY NI t �- 3 CAIAX eb BY dTHER 4} GAVIK f C{y4i=S5 MAY VARY PER-THE RQthR6MENTt0F ASTtvk E1300'GLASS CHART, CL GiL 4G fs::sHQ N wsJLATIN0 toss'IS r sP > D /// s) 6^J £ T kESISTA•ZCt;fE5T 4E ,RklAENt kE 1:5f��lF 0>SYGN L(�? l+PPlfE5� P()StTNE 1fi TAL. TION _ S+GILL L WTE Tp 4�r; t? Io T Tt FRF56GRfe o>r O'd f 5or 4hlEH0 CAULK BET'+IEEN A r+ u+1ST 7) LNST,A� ,. FEZ fR4SIE wLYgCW IN woQ3 tRpa+g 4Pev1 t;:..w L t7co Y. Ro s: c .. W N104SftN UStj4 ,.afr sv DJ+: A45 4R-de' VP( FitCtEt tENcN Ta A41?T!' ELIBCQMENT $f AT(11Cf: 8) IF1EXA OW SZa IS NOT U57£D IN AN�tiQF:>i1AIaT, U5 US E(7. SHEATHING BY QTHER a MII;1. s° MAX.(TYP) EMBEDMENT SECTION 1 J 1341 w �*#Rd.•;*(0 41)(-:75396•I'A KI 619(122!D4A TlC 753$1 — 6"MAX.(T P). ASSEMOLY CRAWiNI§ SERIES I)OO/19OO/187O S0i E r .'C tN?CYI ELEVATION Vj KO 5 VIEWED FROM EXTERIOR AR PP N/A SHEET NO, A1LDY E3: DATE 01E NU,Y,3 R -- ,2/11/03 B INSTALATION ,,00 W2 COMPARAT1vE ANAL SIS & TAP ON ANCHOR CHART A 1fd aY o5 WANp4W "b�EZNq-S-111UR—E NQ; Of 8 SCR>W R,QF.{ 0 DJAML F I(y TYPE CAU(}C BETI4EEN SIZE (INCHES) f Q`4 IH fR�1E REQ GN WI(,00W FRANK YW(ND0Ysr SIN & Wll H SI EA a S¢E RL41^ JAFAB Sti1: 1111NG 1s x 28 X71 lax i2 1/4 —80 QAi1Lf( EETWEEN FIN 18 x 4 83 6 oa 383 2 2 3 2 2 3 6 z 1/4 -L0 (SS8) SHEATHING & SHEAT10G BY l�l�ti�32 1."M1N� 8 ie 24 3 ,6 4 m�j4 -80 sss� EMB�AMEfvT 18 x 40 63 63: 2 2 3 2' 2 3 41 X 1/4 -g0 SSB) x 72 50` 50 2 2; 3 (S.. �{ -j 2 2 3 16 z 34 1J4 -4q rg A.LATIQN ! EM$EBMENT i 24 x 2& INST __ ANCF10t� R4 x -80 (SSB) 24.x 48 73 73 41/4 —?Q (Ssa) SHEATHING Y 52 __ _- 2 Y 3 2 2 4 2 2?.1/4 -7Q (S$≥)) BY- OTHERS' 59, 59 2 2 3 2 2 4 22 2 241/4 -GO (SSIM 24-x 72 48-: 48 4 2 3 T2 z 26114 -50 (SS6 F ERtMETE -. \J /\ r- i� 2 2 4 i� 22:341/4 -so 0s* CAULK $Y OTHER WND0 I W0HT - - J211/4 -60 (Ssg) � AN�HORTON 32;x 36 57 57 2 2 2 2 2 2 JQ z 1.6.1 f4 -60 Ss 32x46 52 52 2 2 3 2 2 3 30 r tt 1/4 -5O (Sgp) EXTER1flR 32 x 52 _ _ _ )) EN PPE PERIMETER CAULK. 32 x 60 46 48- 2 2 3 2 2 4 30 z 24 If4 -65 0$$) 4ND4ytl 32 x 72; 40 40 2 2 3 2 2 B Y OTHER 30 4 2S i/4 -65 (OS8) FRAME HEADER - - 4 0 z A 4 -Sa (p,* WINDOW 3s x as - - - 344u i/4 -e0 (ssa)38 k 36 52 52 2 2 2 2 2 2 34 2.6 I f{ -60 ( S8) yVD#l• 36 x 48 44 49 2 2 3 2 2 3 34 a 2L 1 36 60 2 2, U y 21 1/4 —65 i0S8) 3 2 2 4 4 65 0S8) 2 2 3 2 2 4 31t9IA j -5Q (DSO C) 414,21/4, 60 SSSB) 44`x 38 41 9i 3 3 2 2 2 2 42 i 1S lf4- -az0 WINDOW 44'148 40 40 3 2 3 3 3 3 424221/4 -50 SB9 EXTER1O HEJIG;ir 44 x 52 -- - - - 424 4If4 -ss {dsB O F04 TYPE 44 x, 60 40 K3' 3 3 3 3 3 4 42 i 211=1 4 --65 44 x-72 / (0S8 40 40 3 3 3 3 3 5 421 741'4 -50 OS8) FRAME sitL 24" O G. ! MAX.(TYP). 8 40 40 3 3 3 3/// T 2 464161/4 -50 {pS8) y a8 x:4 40 3 3 3 3 3 3 3 48 x 32 __ _ _ 46 4 221/4 -703/i8//,// / 48 x 60 40 43 3 3 3 3 3 4 46 z 241/4 -70 (3/1b" 2 48 x 72' _ 46 4 261, _60 (3/143° c� 40 3 3 3 3 S 1623}14 60 W1N00`N 33x 72 44 0 � 1773 4 4 4 7 51'134 1/4 'SU(3/isHGT " GENERAL NOTES- EQUALLY SPADE 1) SH;M IF REQ'O FOR LEVEE NG ANCHOS { )R TYP. 2) WMN W FRA'E MAT RlAE ALLOY 6063 PER11ufETER cA1JLK 9Y a E 3 CAULK 6EH�N0 M 400- FIN AT f t€A0 SILL, &JAb164 SHfb1.IF MOD 4) CAULK FOR fiEk,44E>iJ?SEAL MRWiZO EXT RfOR WINQ(7W 15 pt4t E. 5) GLASS hl 4Sg N.AY t'ARY INS, E lliRfJAF?dFS AS�t WOO SS CHART. Its TALATIc t SNGI� OLAZN1 1 SlifJNtl.Ily5 TINa GLASS 1S ALA Q11 . i�Q AN HO b) klik trn fiESlSif�14C Tf$t.R 5UthCf�EnrF OF 1$X'OF QE$I t APPLIES ?011v� CAULK $,ETYW EN OESIGN�ICsAD WILL 6Jv:LUT11 :'PO+S?p-4'SE DE r0 �(�3Eft 7ES;T PE OF 6.0 PSF WINQ0F1f f & AE fF1 ' f 7) 2t 'RO ;')'f(4 Fum v lfQW @4'NQQ0 AfAe OPENgv V+ -TWO.9 W t5 S1UlJS St +TiN.G: k 30 n1 N!, _+Fg$ Su c *4r La�6Ttt ro>a QE-sdi l �t ,Err NT0,sV83rtg 8) XACTT NQt2' S S NOT U$7 U 4�f.9NOR CHART ,U ANct,0R OvANTift USIE9: MAY.(TYPj MTH.N,. 5 FAT�{fNG #04--222 BY OTHER, EMBEDMENT 6"MAX.(TYF') >rISULT,Nl3 ENGffJe£R ,1121 4G tosbr A4�� anpanXu Q TIQN 4 II ['`! `�' j� I ss F T> 103 L.L-!_. �t I kJ J 43N11�s. TC'xA3 7S24S Cam(aQA�'q 7�(4 p,0,,Batt$?.4421.•pF ax Tt 153@1, T: 24)340=oafs Fs(214)34o--0067 AS dBLY DRAWING VIEWED FROM EXTERIC sr:R€S 11Oo/1608/1976 FE& HE.s(\O1E 4 wa-cow RN. CtiKO SCM.E Aft. Ifs N/A AtL01 rEw eR OAT? 08 NUM3EF4 SHEET NO. 5/25/04 B NSTLA110l4 1100 W3 er o ec r�s 91 w qua or K.utKrn t kr tN.utr z x+woo { 1430�uu,na xt w I97! ASTM E13Q 4 iAs11 S 29 t�dA>E sr ors ws. th an ar ssx ws 1+w4 R ar o 11 g Q. a�a-� tea, e 1' a,n iyea j IAu4t E},sBEDM NT . ... .., _ .. ........ ►tEM H�511L +st�loLL � l.. Mtht EN4kOSED BUtLD1gS# (see C14Ar7, tiEiGrtT an a. iYif REMito�Es t { -00t7s -.� SSB'�-.Ad JJ}g. s�a3 t )0 iASTEHER -70 i 36%)2' 3 3 3 -50 SSB PER SCkcEplpl 48 k.3sJ--- .3 ...4t _.- +d3. 2 g0 ( �4 L. _sq. tir. - . 4 4 ' '--80 (5 8)lx cutx Hatt=Otel r 3''t x a aa 4 45 / -74 ss )4 4 7' t0 d 22.x„49 4 -50 6Y(ja#R 2 7 28x22 1, -3.3 is) see ri� .��ox x52 '� 4 4 3 12 t2 7 20's 24 1,4 -' SS§) ss x so -¢a 4 3 c7. , d id x za 14 -sq (use)5e><72 -5?1 4 4 3 ii ii 8 2d x.4 1.4 -50 (DSE5 2 x n�too °�°X .. -80 4 4 2.. 10: to- s 4d at-8 t 4 -00 SSB FhS EtfR dY QTF9�RS 4 4 28 z t4 1 2 ?2 12 8 FER Ebii E £3x48 d0 S 5 3 13 13, 7 28 K 221/4 -50 60:fi 52: -74 $ 5 3 13, 13 8 2$-x 34 1/4 -SG SSB) 64 K 6.0 -65. 4 4 3. i2 12 a `189 28'1/4 -50 (fl5B)_4...--. :.. 4. 3'.... .11. tt _a 28 K 34:si4 66 X'Sd -8Q 4 4 2 ?2 12 5 51.9 id:.i 4 x-60 55g x 4431_K 19 1/f -816 -. WNc;QyY -77 d s � w x 4d -74 2 13 13 ! (SS8) 60 Il 52 .M 5 5 3 t3 13' 7 31 t 22 1 4 -50 } 6t. 5 5 31 k 24 t ) C/� 68 x 60' S 6 3 14 14 7 /4 -SO S56 cA111JC-'i WJIC FN. ` 6d•X)2 - 4 4 3 .2 13 4 31x28 Y/ -50 ...... 72 X 36 .. - - s 2. 43 13 8 34 R 4 1 4 70 (p25)II 1J8 kCaD -SQ73X52 63 / - 0 C) O Q Q 77 4 4 2 1 i3 S 34251/4 i 1 1 // ' '2448- 5 5 2 ?3 13 a 4 4 2z 1/4 •:c •p� 5 5. 3 t3. 13 7 U x 24 1/4 -5Q ( 72X72 -45 5 5- 3 i4 t4 8 34 K 284 -56 4 4 3 12 12 8 1907 FlKEb RWL 111R CiSIllk 04X38 -59 4 4 2 t3 IS 4 42'x t6 1/1 -50 (p5B B8 x 44 -S2 4 4 2 13 13 5 68k4d -49 4 4 13 13 5 42x221/4 -.46 (. o o. 235a IOCt�R?.1L d8 K 60 -43 5 5 2 13 13 9 42 x 24 A/4 -70 (3h") 5 5 2 r3 t3 6 42-x 281/4 -70 (t6') L - 68x72 3 !4 14 8 42x341 4 L} (d.e� 12" O.C. GENE42AL NOTES: Ya,tkal M.AX(TYP).. 1) SHM A4 REt7tr,RED ADJACF7�T TO WSTALLAT" ANCHOR MTH LOAD SHHU MAX. 8sc�toA ALLOwAELE SHlU..ST ( To et 1 j+: . 2) t�,Dow FRAME MATERIAL ALLOY 604 t"CHOT EQUALLY PA CE 3 LtSE CAri 8" - 1MNGOW FIN AF f1EAa, SILT tc tgk8S� Hd�. AhCHdt25 ( ) 4 Usti OALq$ tbft:?lb�t ETE9 5E ' 3 DST( f AR{ INA EkT'ER1042 9F"Nj)gW FLANGE. tR S 1O u ARC E1ISER arJa1 Li CAPACITY O4L , 6EtlGN R;RESS�.tRE$ FR GL SS -- T}L`C}5LsESS.MUS7$ESETERM,,LO P R I54 £T30Q CLASS CHART AND THE SMALLER VALUE MUST V - E tTSFD EDR DE t 6) 1Nic}Z£ }A'A,.aEf RES5TAN€ TEST I�EgU1RE+4fNT Of l5% OF DEE$IS+� L4A�3_APPLIES PQSJ ICE Oac�M xioe aorraw RAq Lgt�QS WILL t,(M:TLia.To 4aa �sv our io WAT t TEST EssuRE t1F o RSF AanEYEi7 IN :Esr. //i /// 7 « k OFiN�, YrITI STAti,ATIQN fQd FRAME m-N2 W 1YN`"RUCE PN Fif ( ►pI FRAM T 71 �Y STi 13 USW�d71� 9l aNLS QR �8 Ej OF 5VFFICILNF.LENGTR To eRo�nOE-: L k - / / // 8) i ` r vn a6 z s No i m c aui io . Art�tY L+ tEo 1Y1T1 )vE)lT"LAfiGEf�'SsZf Mr -- -- f.. ! cl�rFOr It W. �a•s ��tc �soos=ra eo>�std ray. JJ' sC 7P SITE 6"MAX.(T''P). SERItis t oo (MULL) ! t t oo (Mvt:L) f i vj Cmvl L) E E Y A T I Q CONT1NuoIJS H£AD & SILL SN...E HUNG 1car -- SECTIONA<E t acs VIEWED FROM EX rF CR FA/.J01 N/A i 30f2 T1 SHEET NO. �aor oats WST. l10N 1400 vie, . O9/24//5 Upp af0o►i dr 1970 W4 SHIM AS.R£Q'D CO PARATIyE Ac 1' 8f. APCO OR. OGA7]0 C:H (SEE NOTES) CNE ASIV+, E1300 6Y_h'O,OA OUcK"8Y oT1iER CALL. WNDO1V BUCK W 014 • 1 1/4" MIN. DESIGN PRESSURE TAPPC,N. ANCHOR LOCATION 131„ PAR11A�I.V PUE eY _0 . INSTA41i4T1()Tk AtJGtIQR, FLANGE TYPE EM eQMENT SIZE size (INCHES) CAPAgTI IN PSF LOCA1IONS E!a -t o- BUCK 9Y 9THER W(ND4W'fRAhAE CAVLKf..BETA&N JA1iB — `• SNlM AS REQ'p, GLAS$SIZE WMOD RUCK 8a (SEC NQTES t2 19 i x 2b _2oa CAN E d£c AODNQQ NA5lti`f OPEN1hIfa f3 7639.J/8' 143 eucx / —` A,C F G Fpta II 1n s M —a0 (S 14 19: /s x 5p 5 d 764 AC F If 1/(r 73 2 5444 17 i d x S4 3`8' 109 AC F 141 r 251/0 —70 SSB) t4t5 19 *10 x S3 318 -14T Ac 0,NJ 19Ifwi31jI -79 (se)_ A ss 10 )!a x as X132 AG 84,4,4;1+.1 14 rp r 23114 -55 she 1.1 4a MIN. 18 19 1/81(72 -118 AC 6£ &J li 11 t9 f 8 x 8 104 A,C Y4 r 3S Wj -53 oss S L INSTALLA noti - 0£F;G,H 1 II al[4 t —56. OSa ENECM£N T ANCJi0R 1142 28 1/2 r 20 133 A c F c;HJ +h. 1��1; -ao (ssa) Q ita3 20 1/2 x34�*/& 109; C F 0,11,1 23 to i to IS 0 -80 1:14 6 tI2 SG.,s/el 1w A,c, F,G,HJ 1hiz3iJr4 -80 C ) PERIMETE1 CAULK 114444 281/2 x 54 S/3' -10o AC F,GHJ 71 1/2 4 4 11 t -70 S58 CAULK BETWEEN /2 /8: —100 A.6 F.a,HJ IS N 123 IM -70 t5$o_ _ 14Q0(J;BUG}6'¢t 1144+5 26 1 x ss s WINDOW WIDTH $ B A5Q.'YRY OPEN NG 183, 26 i/2 x 03 —9i AC F,C,H.1 >h 4 2!t/� —55 (358) PERIMET F2 CAULK b 26 1/2 x --_ _ Y �IHERS th 72 -79 AC F cl t j�r S7 s/} -s3 (DAB) @Y oTf 1r E?(TERf OR 30 2 as 1/ 20 -66 3 *,C c,IU► ZI1h,a 3/4 -so (7 yg�77YyppE GAULK BET�vE£N 30 1/2 x39 3 ja -q8 A.c rA H,.I 27 Ih 4 1015(11 -55 ((S5)) FRt1`AE Yg.UOdW FLANGE 313+ 39 t x 50 s -z1 tiG FGHJ 217n4 1 I -49 ° WOol) BUCK' $O,4+533 t/2 Ss 5/0 -i6 AC F G,NJ if 1/7 i iA sM -49 33;x3 f 30 1/2 ic'53 -75 hC F.C,H4 ,x 211(1 _ 304 301/2,72. - A71 .C 9.B;NJ 27 111 i o 3/4 h-so (o8)SECTION 2 3ox7 3d 1/2 x E4- X59_ AC FA U 2y 1/2 i1/4 .44 ((s05e). 23 37 s -69 10 tic F c,H i 10� -5s (S ) 34 37 f( 3 `5 -49 (sue WLNL)OW 24 3t X 94 SJB 37 A.C FG.HJ 34 EiS IJIf 50 SSB 2444 3x X 54 5J0 55 AC F G.HJ N+@51/16 B) V0 yy pp //fi�rp Y..<45 37 X 55 5/9 -55 AC FG,HJ 344355/$ -48 SSSj (� /STE4T.I¼JI\ BU+ri4 25 37 1(63 -53 A,C F.G.H.t 311,291/4 -SC OSB 4-4 HEK i T A C 26 37%72 -52 A,C F G,N.i 31 t 313/4 T5p 58) O 27 J7 484 -52 AC F.G.HJ 4139 311' -49 (QSR) 4228 42 X_29 -49 A.C F.G,HJ 304103/4 -80 (258) F� FLANGE TYPE D. 1238 42X383/8 -40 AC FCH.i 51:f72/4 -55 (SB) �L{ W ID0W FRAME--1 X 66 4250 42 0 5/8 -442 A,C F.G.NJ 39 i 231/15 -50 i5$B ! a 424+4 42 x 54 5/8 -40 A.C F Z1,HJ $ 25 t/4 -.43 l am) S 4Z{+S 42 X 5S 518 -40 AC F G,£i( J0 415 , -4 +₹53 12.4 63 -40 AC F,C.HJ 30'29 4272 £2 X 72 -40 AC F.G,14J 3133 3/4 _rte- ) o J K 2 4284 42 1184 _442 A.C F G,HJ a.1*3/4 -4g ) �, PE7�IMETER CAULK__ 4825 40 X28 —49 A.C FG,HJ 43tld;/4 a5 (Ss§) C� a',-O Cr{ER 4838 48 x 39 3/s -40 A.C F G,iiJ 8*18)sj 4 -50 (0s6) 4850 48 X 50 5/8 -40 A.C F.C HJ 4S i237/8 -50 (3/76') 3 384+4 49 x 84 s18 -40 AC F.G.H.I 45 t 25*/ -so (5/3a-) 7j 484+S 48 X 55 5/8 -49 IBC F.C,H4 01 ZS 0/0 -50 1(3/78') 4853 48 703 -4D A.C F.3,HJ 4512 _ 45 ,(J10 •— WNap__W 4802 48 x 72 -4o (C F.s,NJ HGT. 32 53 1/6 X 25 -40 AC. F,C.$J 91 34 531/ Q J4 Sy 1 /6 40 A,C FGHJ '1j1t2, / -I 50 0�1G (� C`a . 34+4 S 4 S 3RD+3 3S3'x 54 1/ / -40 - tiC F©,M 1 1 x 7; 1 P,Rf CAST"SIL 35 s]1 71 723 40 A C F G HJ _ By or-IERS sa 1 s 4 7z 4p A C Fc tra i ss (a/75) CAULK-at 'h smo.FtALacE _ $4 PRE-..:CAST S?1..L VAJW 4l)LKlrtl i t&,t £S1VF CkL7L1C' >k t'`CA i0i!*b 40 h ATrvE S Es1GN LIW> ti +4 n+S t1Av�»tlr S C{; I N 1 APPf24VED £QVA� 4 h ar EtEsucTs _1,ATEtr R YAiEF mE+s UM" IES�1 g=4 i Q9 YE t l&O TE TO1+1441 DJE 70-wezF TEST pft£gS1 E °F _'• 6ILS z A LQAOS 1v4 � �[ OR I�� 2 T lOf►j1�H3 lkly C ARF 812E t4N.1- F3iPr UsB 3J10 A Jti$i:At, yRAkE 111 CS71M t1t.^R'f 0P ¢ ii��e �/4 r s>33 3 1E�A1 NOTES; t tIEVA S fk9 PE i;7G 1/,P0 L%A 01*t . EXACT QN SRf i NCT Ab( C(t 0F1A4Y►451;ANCri ,pJANTTI U5T�6 ty 5}llhl l EQ'(); AT EACH 1N TALLATION AfIdH Wl'IFi LOAD'BEARINd SHiM,,.MAX: 4 w t a4r taRr ₹s ,,E?R t11 APPRSPf�AT6 iEs1r�1 PRE ?E i�€Qa . . j ¢ELd4�iAA4 E SH4M; TACK T 1 4 i 2? Mr�OOW 1 RAMIE MA RiAL, VMI'4UP( ALLOY €O3 3. EAU 11NQ V NDFLANGE W T hEAQ AJ-b JAMBS SILL MUST BE [.L E V A Tl r AffACN D;TQ TfiE t�85TRATE TH vtlLKEM 116 . AO +Es( CAULK OR APPROVER EQUAL I) APPI�CATl4N �SF )LKi4f 1;1Q ADHESIVE, AU4K AT FRA?AE S!l L Mt1ST E�MPLY (V1TFL SEALANT VtEWED FROM EXTERIOR ym oak MANUFACT(REL3'.S Rr*COMMEN4ATLON 19. .Cagn,l)t 73006. 45tl�3(Zt•batlm,iz. 5} CAULK FO( PERH1ETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6LY ORAWiNC ASSEM " 6) GLASS THICKNESS'MAY VARY PER THE REQUIREMENTS OF AST)A E1300 CLASS CHART ss�ils i 50ASSEM37o 9NCLE HUNG UNDO* a SINGLE GLASS IS SHOWN, 1NSULATNG GLASS IS ALSO QUAUFILD, ow u'' Vsc ARI I N/A SHEET NO. rl:EOY R1i*Jl G7lt£.. © pt£ 4?NEbt - - - 12/08/03 ig 1ATiQN 1450 W5 SH14 IF READ ONE 9Y,W000 AR eucx OY O�NFh A,STM E13N 9UeK: Nii7TH —--- i CALL AN001 DESfG4 PR T BY 4Yf�p � INSTALLATION ANCHQR. t a ¢',�rN. BULK Y b('O HANG, J1 E E164pMENT r , S 1�1f �t Y CAULK TWEFN FPAN W FRAME - l LOAD SON 1 GI BVtUi�ttJ C9�tx.$ET14t'E., wlNpow t�400D guC . JAMB SHIM IF REW'D. �` SIZE t1GHES CAP1�C71Y IN N A GIASS_S2 Dwf.I E£LA4GE do W00 BUCK MASONRY S rfNINQ [y "- a 13 19: ;S�x s0 3/B � �C F.C.I+I �ljlla 16 -aa tsa(sa) T44 19 '/8 x.54 5/8 -tae tie F 4 4I I6 t/FA u t P -? (5$0 - 1 f+s 19 t >E 55 5/5 -14t i5 19 I ax63 -132 (0 FF.G, sn>n mtAe -7A t ai / (C D F q.H,I a�1►l t44 -5s sss 1 1�4' M11R rr 78 iQ tJ6 w.'72 -118 D EF tkHJ II 1 r -5s (( )J Q ElvB£OMl7vT I INSTAILATi(}N 1Z -_! !.&1!L_. —104 Kc D S f,cw41 t6(( 3[4 —so (ase) /+NC31OR 142 29 1 2>Q 28` f33' C F,G H.t 81 t i(p A. - (SSS) 1Fi3 26 1/2 x Sa 3/$. 109. PE(2IME CALK. 1H4 2S f/2 x50 S/8 �0 A,C FG,HJ` 231j:,J4IAt •-80 (5S8) IF REQ'D. BY OTHERS a CAULK BETWEEN /414f 4 2 t/2 r b4 s 1DQ tiC F G,H,1 21 to s`2t 1A6 '-80 (Ss8) /9 — C F,G,HJ 4 IA t 23,0 —70 SS8 MNOOW WIDTH WOOD SUCK 8c i4i4+s 26 1/j x55 s/a. -1pQ A c F,c,HJ 2it/tt zs tai _>a (ss9 t £AU(1 M SO$RY OPENING MS 26 fi/2 x'63 -e{' A.C F C,HJ 23 IA x 41A B O,lp BY OTHERS the 24 t/2 x 72 -79 AC _55 3 f C HJ 231 E 3t sl4, -55 58 E?4�ERl0R' 1a+z �o f%2 xx24 tic FBN. 7J14'i vSA sG ECTIO �c FG 1J. 3�t; -� ((5s) H 2 CAUU< BETE 30x3. >0 1/2 =38 5/a -78 —ss Li se)FLANGE 3Ci 4 30 1/2 x50 s/8 -78 A;C 11t t U ii/t67(000 $UCK �i 444 30 1/2 x S4 5/9 —77 — AC F,C,H.! u1( jV1 j16 9 3vxa+3 C 1/2 4 ss.:0 -7B tic axGAJ I7 1(j iI 1S 9/ii -49 ): 1xS, 30 1/2 x 63 -79 AC fGHJ 2)1/1i71A -50 30 1/2 -71 (C F.C.NJ X111 z 3t 0. -50 t SB) t4Uv00W 30x1 3ai 4 -54 ¶ 34 4$ a WOH. 22 J7 X 26 _84 A C F.C,}4J 31! 3J<. 80 23 37 8 38 3/8 -6F A (5)34 55 So4437 8.t4 5/8 -S} C Y G t04 J 334 1 t E 1/ltEGNItibp C 24+4 37 K' 5/& -55. I cnEftTER14R' SUCK 24+5 3X 55 5 5 -55 ift6 49 HEIGHT 38 a x yi -S3 h.C F,GJIJ U t 29 1%6 _ (5Sg � 4 —52 AC F,G,HJ St t 13 3I4 _gp 27 37x84 64 —S2 AX F,G,H,i 34(33 #Sin 49 05B. Q F TYPE 4226 '28 2B _49 AC F,G J 34 t i6 4 ( )W Y FRAME 4238 43 X 39 3/8 _4p / , —80 1- 4250 it X 50s tic F c,HJ 3t►;f.;1s/tt -55 (ssa) <24+4 42 8545/8 —40 (C F.G.14J 31x23 1/6 _ 9 $5g? K -40 A Fs,4iJ 31 t L61/8 $ (s0) 424ts 42X53 5/8 40- FCN1 (SSb) 4264 ta_•X.6,3 -40 AC F GHJ 31 t 3 a8 -49 4273 42 X 72 -40 A.C F.C.H.t 31tA3,n -56 _ PEf?I+NE CALttX 4284. 42X84 40 AC F,GJ4J 39t.1t3/I -42 {YSa) I ° 8Y OTHFR 4826 48 X 28 -49 A C F,G H i *a!0 S/4 -65 (558) ' o 4838 48 x 33 7/8 -40 AC FG,HJ C t+a;13h6 -$0 ( $8) WINDOW 4850 48 x so sit -4o Ave Fc,H j u.I 21 Uts So (3 f1 ) HG 45444 48 X 54,5/8 !Q A C F.4 HJ 4S t a t -$0 J,l16 x'1$63 4+5 a 4a:x a3'8 es; i1,C F,G d41 tS t P3 9J i ^sd (326') m G 72 4aX i _aD tic c;Ht " 4 5: (a/ti 32 5.3 1/e x Zrt. =44' (A ) 5 33 53 1/S:3a s/8. :4Q c F`a i �Ut 4 8 s t s9): �? 4 ss fife x s0 5/5 -4a K� + 1e t/1 Aso 3/1 ff 4 5/8 O 41d 5�Q 7�5'�'{ '54 3 t S IAxQ4 h F 3145 53rjsx58a/9 -4s AC F. s0 IIAP) i. A,C' F0.Hk 56 1 PRE CAST SILL, ,,, '� � �t/6 b t# t ->n7 s s3,1/s-x as BY CAST CAULK BEiS�E>TN M1)Ni51tt FLANGE a Si 4 x q0 AC F G,H k.. __ dt PRE BAST SILL PATH VtJ1)4EN + A C,, us St "i '!JF' a (5 e APPRO O VE LUU4 OR F1 ! ERAS NOTES• !} SHIM }g REQLY EC cEW11Nf, 2 WlNOOW }`TRAMS 11�+TE JAt AU 64 •'� 4 CAULK FOR PERIM£TE.tR WEAL Q.QNO A AN JAM 8S E L T 3) CAULK T I CJ EXTERIORS OF NINCO'N RANGE DESIGPI PRES URE3&O4 AR E BASED ON IrULUot APAQ iY OY PRESSURES toll cuss TH1O<NES VI8 V>_I? FROM ESGTEk Of MUST BE PETLR,UINED PO ASTf4-13QQ CLASS(-1ART ANO 1HE MAU,LRR VALUE MUST 8E US'1D FOR DESW 4. 6) '&IERE WATER RESISTA,NC .•TEST RE U)RCMEtVr QF 15 OF DE51GN LOAD APP11E4.DES] LA t# tll t BE f` L1611fi1•TO 4Q 00 PSF,DUE A3 WA1F,tR TEST PRESSURE.OF Ed.O'PSF AOHIEVtD ON TEST t�ntc�dToat, 6) INSTALLAYN: FI•ANGE NE n1'400W,IN CQI Oj E CR 61AS(INRY OPEN IG USING 3/18" TX A'1 hi( OR itvt rr y 4;ASSE q isDRAWi ei4ort•bete;rx S FTCiENT IENGTIi TO PRQ MIN MUM 1 tl4' EM6Ef?h1ENT INTO SA; 17ATE AT(0CATJQNS 5,90N4*Cti4RT ASSEMBLY DRAWING 8) 1F EXA6T NWNEW SO iS NOT USNEO IN A4/1OR Cf..'94 U'SS)$IjBS QUANTITY LISTED,S S NEXT LARG-1 T S a(S ia50/1S5G/1570 cE& 4E SlOtC I )0 WiN0o8 AR, (p' N/A SHEET NO. --------- 06/ 5/04 - fN5TALA7TGN 1450 /� core Two 9Y WOW eUCK ANCHOR SHIM As REO`o • 1-1/4' Wxt H INSTALLATION ANCHOR CHART OR WA90NtZY 3/16' aA.TAPCON 6' F12'ZtJ END WSTALA.ATION A1 "4O EWE0W4t s5Y 0111fJV5 Ac 13.1/2 O.C. MAX BY OTHER SCA" (SEE NOTES) �/� 1.1/6` WN. CALL DOOR TAPC044S iN LL N HEAAD SCtzE_ T ININ CAI" BETWEEN WOOD OOOR FRAME M C]48E0 CNY SIZE & SIZE IN EA, JAWS 124 5TRP / / BUCK * RYA O"Tt 5 ' u' ro d1 PSF U? To 46 PSF 61 UP TO TO a6NC>It CONFlGURAfON INCHES 48 PSF TO 60 TO 70 43 PSF TO 60 TO 70 70 PSF 70 PSF 9(JO( BY OTHERS OR YAS 1Y OP PSF 0P PSP OP OP oP OP OP (SEE NOTE 16) n d • 506$ XO: OTC xx 62X90 3 3 3 3 3 3 4 (SEE NOTES) 9 H14ERS 6068 k0, OX. XX 71X90 4 4 4 4 4 4 4 5 51tWt AS RFQ"0 4 t-1/4' Mtn. 8068 kb Ox. Xx Sid'x 90 5 5 5 5 5 6 5 (SEE ti0TE3) 4 Q 4 ___.___t_ T 4 >ip9a XO,�OX XX 60x46 3 3 3 3 3 3 6 g 6000 XQ 2x Xx 72x96 .3 3 3 4 4 4 68080 X0.0�4 Xx 4d X ti6 4 < S 5 5 b 6 6 -� x 1 65 7 t . BUpC M((rloR 2068 ox0'' 109 3/4x90 6 d o G 6 7 4 5 12068 0x2 145-3/4 X 60 7 1 9 1 4 10 4 5 t t/1APC d 15068 0x0 let-3/4 x 80 9 10 1t 9 12 14 4 3 tom• FRalt E2raS 8 7690 0x0 9t-3/4 X 98 5 5 3 3 5 S 6 6 9080 Ox0 109-3/4 * 98 96 6 6 6 6 6 7 6 _�. t3-t/2 QQ 12080 0x0 145-3/4 X 96 7 8 $ 8 10 12 a 5 WAX. 91 OTHERS X 18t-. /4 X 9 11 13 10 13 16 6 6 N eY OTHERS INSTALLAT)ON 9068 **X 108-9,,4 X 80 S S 9 S 6 7 4 5 1/4' MAX- A ANCHOR 12468 )JX 142-t/u X 80 7 7 6 7 9 to 4 S SHt1I SPACE l8 SCRLW 15468 XIX 178-s ti X 00 8 to It 9 12 14 4 3 FVMATFR 7680 3X 68 . s x46 5 5 5 6 CAL9X 9Y 4480 k1x t04-s/u x 46 5 5 6 5 s 5 6 6 OTHERS ill IPT:Rt11ETER CAutx CAVLX BE1WMN 120$0 x1x 142-,/4X94 7 9 7 10 11 6 BY OTHERS Wr000 0u0 it 176->. • x 96 11 12 to 13 15 6 MASY oeo-o.O 10468 XX X?4(X Z SAX 6 6 5 0Q4R fRANEII II STUCCO BY OTHERS 12068 OXXO. )99(X 144-SA X ea 7 7 9 DIX BY OTHERS 16068 oxxM X?0(X 192-SA x 80 9 11 12 10 3 15 4 5 i1EIl 1T too 80 Dam, xxxx 120-SA X 96 6 6 7 6 a 9 6 6 t/4' MAX 12090 OXXO. X)0(X 144-sA X 96 7 8 9 is 10 It 6 8 EXT la(t 0" WOTH SHtM SPACE 2 B b6 1M0R0 160800 xX fo0(X 12- X96 9 12 14 1t 14 17 6 6 G'EAZL40 BUCK BY DINERS (SEE NO1E5) ECT10N B-13 (SEC ti01> 16) N , 00Cm wt0TH A-- CONCRETE OR • O w MASGf tY OPE?921, CAlM Y BUCK CK ire BY OTHERS 4 v MAS'Y SING BY OTHERS Tj CONCRtTE ro UBERAtLY A; LY di�LJ(tnG v v 1 1 4 T sUWtc GLASS DOOR d 4 4 8Y OTttERS DQOR o >{O0K STR+P 3 HOCHT O L / g SECTION A—A STALL1tTtON ANCHOR 3/16" MAL TAPOM 4 d 1-1 ENT 1 O00 WtMAL ALStf�faW ALLOY 5063. 2 Dfc'KTO s i&R k1sl�iUilCt AA}41CS 4 I'LL l?JST 8H OF SUFt'1sf71T LFNSRI TO X;C" 1#14,t (T.OF 1—!/4 1M Q IIASOhRY O1 G 1E. 44 SOREW sISTHL�110N At,ai01s WjIT Bt OF 1 f OOfI W+CT)4 10 A*(�E A 114. a 3tb.D4!OF i'NTO r'J BY MOW 6S1Ctt• A ALT#7,tATt rAPcot4 Cr+Ot§S fRONT TO BALK N 1RAMt StL F( AG? rat IS ssx AAgtt4}1x1 a aF aoari EXTERIOR ELEVATION S E C ACi!DOOR 9U W NOT liS?iJ}R(NSTE 1T,7JO 4/J+C7!(IR 171ART, vir ANCHOR OuAItT1TY Lt5TE1t YAttf I(EICi L11 ( 9Zr. ra THE SATE D9i Pts VTA F1EC`0. �4�ttr� Tt yP� 4 EDIT POcMT C'001 9S VSE CLO5E3t A1? SS oG0i4 Si2E� t'4tftOttRAT►ON:TO 17t4i[.0 it OPE?b1t7. T} ttAJCAT[9 Q A55 SH CLAM, ALSO AAPRi7vEtt. t'E4Pff W OLAS5 1 ESS MAY YAM P14 A£tTilii fNT5 STUCCO t Of A$TW C134�? 6) Au"rACTORYAi'PLjW HOLES NOT QESKXjW ton TAPGO4:ANCHOR VOLU OC nLLW ntit S1a SO"Or SU(T1bE?rT T?tEAS �,a e + (�4ifs 1!?4G1t4 To t�iearsat WK 1`I1U T K0 Tv.)BY woa0 BUCK. 13ET5MEEN � 4 �Q 4 J' SKL AFt TO t1E rrEAl.Ei7 NlTif A SM,U JO*11`SCAM'.,EALt7t. ,�f,° .' 10 AS Arco AY EA (T CF PisTALLATUIF(Armes N4 LOAD CA s wtx. AUO*A SAW STAOC To R ?` . • •� e II) ALL I STA&LA11OE(Mh0ij S t BE MAOC Of (t�T sVSTAi T WA AL& f#DO1f S1R� 3. ; 4..- 4 c Z �► IQ41 11r. 1I .catDOA Ti 75 46•P.O.Ikl 1119421 d TX 7341 t7 1 -X 4 jr T$4OW4 P,tNk3.ANO 'o'1z SENTS AXED PANEL fPf R0WC0 OOt1EWCrtSt Mans AFB AS GL4ZUJG Z *♦ • txu is DEScth X" U3t+!4 dt ksrSCi" (SEE NOTES) WSTId CATION ANCHOR �, $1rR1!_s 4 014 0 4 4(a $I.IQ�(`tt�a G�.Ass C)QQi TKIK CHAXT, 13) NOT ALL G61tf11(AJRAQ(Ir USTEO A40A ARE,Skt04N ON *1i5 ORAtl A N)V.1R Bv5TALLAtCP1 SECAWS A-A'. '6-B' 3/16 O1h TA�PCaN �►'S2 1�Ha�ec$tIWtP 6ETAR APPLY TO PtSTAUAr i Gf Att. AM'ilo'EL Co~,krOi.1. SU#xG CLASS * INSTAI_AT10N DETAL WtTH TWO BY SUCK IN MASONRY 14) MAX N.iQtAatt,5PAC]G BE1rEU4 TAP(Gtt AflO.01S tH fRAi. ML 10 BC 24'O.R �{ " CP4UW hr CAD sr 3 1 ) $LRscs 420 SLAG CUSS O�soA_+5 9r..OMi(. THM Pi AL O APPLIES TO 430 1 440 $ DOOR iNTL .00K ~+ � 4r 14 2xb Oft VA 110011 TO OC% n.W ►A�STlX0 TO 11"SaR rest LAM TQ THE IAAS(71iRY.C IE OR an t / HOOK STRIP DETAIL * `• •• N A St'Rti4TL1At,suJAC A1x. ' Fr r N },,tea COLOR SHEET NO. 1 ) OE5+Cii4► 45y1JF CA1'Np1Y OF f 7r1GT tV UE 3s ti f'Sf. atT tt+t:tittW" 't�1r�tT+;�►� -- 12/03/02 GEN-^0027 "OV"P4 Nk1S.c1 i Y oar. 0%.'3IW s►K.I.J 1. MIX P .n.af► ?1 (" a let ut--r.T,* f"*1 Kr-saea W6 3 WINDOW WIDTH w HEIGHT RAN M f� MULLION SPAN rl ANCHOR MAX. UNIT WIDTH TYPE CLIP WINDOWS UNDER SEPARATE APPROVAL A TRANSOM ANCHOR TYPE HEIGHT cLlp HEIGHT A B I ill WINDOW WINDOWS UNDER HEIGHT SEPARATE APPROVAL - `- WINDOWS UNDER SEPARATE APPROVAL U.Qt �-�-----. SEE CIIART3 St�£ETS . 9. i Q ANO If FOR N OE GN PRESSURE AND ANCHOR SCH€OUIE NOTES, D O 1) ALL ALUMWUM EXTRUSIONS ARE 6005-T5 At.UW.,4UV. 2) COtiGRETE CO PR STRCH ,e LiGNI W£IGFiT t�10t,LQW BLOCK TO QUAUfY STl2g1dGER t AtEf>iAl., SEE CHARTS SHEETS 7 AMID 8 FOR pES+GN PRESSLRE AND ANCHOR SCHEDULE E 3) FC+1� ANCHOR TYPIr AND 5tsAGiA'C $EE SHEETS 6 AND 7, 4) PRODUCT AND 3NSrA a u00F ChttrAtrfO H N CQIdlSLtES iMTtf HE 2004 r.eR�D,a eu&+�rfc �I SEE MULLION t •(AR1S POR Mt1 iUUM UESiGN PRESSURES, LENGTH AND ANCHOR SCl EDVLE. 0 9} THE RESPpt1Ss CJ1-Y FOR Sf,IrCT,'ON CIF WINDOW (PROOUCtS TO MEET ANY AAPUCA8.E LOCAL LAWS, DUIL01 CODES, ORDINATES OR OTN£R EN EER, Ill OWNERT S cON MtH TRAcrOR THE A CHITECr OR n b) MNDOWS ARE UNt11<f2 SEPARATE APPROVAL r( ( 7) IP MtJLUON SIZE IS NOT USTED IN CKART ROUND UP t0 THE IN"T • '! r` , LARGEST SIZE, 8) ALL MULLS CAN BE USE( WITH ALL PROOVOM SINGLE HUNG, FjiCTU I ry WINDOW AND HORIZONTAL, ROLLER. • ' �'�• ' ' • o E EVAT Ot eXA$ MvKF4ON AT MULLIONS ENO -TN ALUMINUM R- -- - ' - • T -J IOINg AND GENERAL NOTES , ap t;c' < ►t 179/f$/06 s >�tY�sKry ti5 M. �o srsen Neat. Ssnte C-2' , �� ° NT QAXE �83E C�c •� 32 24! - PtC ll4 GEN_... JRt-Hil-t>�a fo■ s2t�b9p•t7 �:'t f I Of, 7 SHEET NO. ` f , ' t 7 7 1 3/8� MIN, EMSEOMENT 1/4" SPACE MAX, 1445 MULL TU&E MULL SIMILAR F'OR ALL HORIZONTAL. TUBE VERTICAL MULLIONS CONCRETE OR CMU v MULL CLIP 1,320 DY OTHERS 1447 MUl1. SHOWN LIS 0 SELF TAPPING 1 _Z 53a7, 534 —�, P. LOCATE 5547 do 5547»-2 Si 7-2 &" MAX. FROM CND T(2AN54Mf & 16" XMAX.. O,C, E .x/16" OFt 1/4" qiA. TApP>r{4 THEREAFTER SEI~ CHAIN' FOR TYPE THEREAFTER 10 SELF TAPPING MS m'• LOCATE 6 AA', FRAM f»ND PICTURE WINDOW O.C. FRAME SILL SHOWN t 447 MULL SHOWN 2 1/2" MIN 1447--2, 5347, 347-2, 1447, & 1447..2 SIMI EDGE 1�{STANCE EXTERIOR LAR EX TERiOR SO," RY INSTA11AT10N PICTURE WINDOW 1 1/2 g MIN. FRAME JAM13 SHOWN PICTURE WINDOW v�EMBEDMENT 1/4" SPACE MAX. FRAME HEAD SHOWN EXTERIOR � > VERTICAL MULL 1445 SHOWN INTERNAL MULL CLIP HORtZOINTAL RTICAL W:TH PW JAMBS INSTALLED r USED TO COi~INL;T TUBE MULL CLIP 1320 ANY VERTICAL TO v. #12 WOOD SCREW SEE S r( .N N 1MIzoNTAL MULL v N CHART FOR QUANTITY VERTICAL MULLION 1 448 MULL SHOWN SiMiLAR FOR ALL 3 VERTICAL MULLIONS 2X WOOD FRAMEC (I�N �.- BY amEgs HORIZONTAL MULLION SHFA 'HINO 3 ' � f • 1447 MULL SHOWN 1447--2, 5347, 5347 5547 5547-2 5llAiLAR i N A--A EXTERIOR 0ORIZ Nr t. M ULLt NS b T5 ALUMINUM o F4tr11(!t; iNSTAi GtT10N ¢ 1320 CLIP INSTALlATI4N OE7A►LS w z ' �tardoRp 4KErt5 f4 j OOp MASONRY - °.,Ytr! RED f?35 t�. Cafanesk Rree4 5u�t C--�S �` _ � R $ 1Qg Lb4't�' 8Y dot t ""was � t .328 x ►"A Nn 5NOQ50 u . 23D3S a ane?2t- 4t 3i[�ipC.� -t7D! r 6 . ,• .. EXTERIOR 1445 MULL. EXTERIOR J1445 MULL HORIZONTAL/VERTICAL 1 UBE MUII CUA 1320 HORIZONTAL TUB£ MULL CLIP 1320 L- - — 1/4 EXTERIOR 51tEAT ERG f/4" SPACE MAX,X," SPACE MAX. BY OTHERS cn EMBEOMENT 4 4 l3/3M. L2 1/2" MIN EMBEDMENT ElGI* --- CONCRETE OR CMU DISTANCE BY OTHERS 2X WOOD FRAME BY OTHERS #12 WOOD SCREW SEE 3/18" OR 1/4" CIA. TAPPER C}TART FOR QUAhtTITY SEE CHART FOR1YPE FRAMtNC, INSTALLATION flQ L -- MASONRY INSTALLATION n � ORIZONTA . MUI LIONS 6OO5--T5 ALUMINUM 1320 CLIP INSTALLATION DETAILS WOOQ MAS4_hRY t •�rG A u t t 5 w co �i1'5d�oM ur2 5 uQ NTS I`'OOSO T �o +Qa 323153 ftt E' c e CxlR drai 74� :Os►1Y0 25SS3 Chas!?3t- t?db SHEET NO. t , tit ,. 1 3/8" M . EMBEDMENT 1 1/2" MEN. 1 s/2" MIN, EMBEDMENT EMBEDMENT 1330 CLIP WOOD SCREW SEE CHARTS 1330 CUP <r 1330 CU P 13,30 PTEWOOD SCREW SE:E CHARTS TAPPER SEE CHARTS 2X FRAMING 1350 PLATE ° 1350 PLATE 8Y OTHERS CONCRETE OR CMU � �"` BY OTHERS CONCRETE OR CMU SHEATHING BY OTHERS BY OTHERS e v i X BUCK -. E3Y OTHERS 2X BUCK BY OTHERS CAULK Bf;lY1EEN FUCK AND CONCRETES MULLION TUBE ELY OTHERa ��' Ii L MULUON TUBE BUCK ACID CONCRETE J LMULLION 7U8E BY OTHERS 1/4" MAXIMUM 1/4" MAXIMUM SPACE SPACE 1/4,. MAXIMUM C SPACE TI SECTION A-G A 1330 CLIP INSTL 1330 CUP #NSIL ECTIQN A-g 1330 CLIP INSTL MASONRY FRAMING 2X BUCK 7d 5 5 Fle m oo of Texas IMP_ ONTAL MULUONS 8f}O5--T3ALU"d1. UM f: 1330 CLIP INSTAL Y'. EA lON 0ETLS WOOD MASONRY ' H ' Th I i E F�osdQ Rcfi4 (l9a.t sc4 ' n 1$ fl i PTCLCP. A0 ko k ' 535est. Suite G•'S Afis ENQ050 l?AtE Bl' �CcZiu .uC ST IUtLs jw _________________ f tlfGtit �� I1 Do-I)2!a Fq■ 3t•1 1 4 OF' 7 SHEET NO. p . f rt 1 ' ■ fr ,'k. k � SCI 7 * k` t WINDOW WIDTH WINDOW WIDTH MULLION SPAN MULUO SPAN WINDOWS UNDER-- ANCHOR TYPE SEPARATE APPROVAL c CLIP f/ ANCHOR TYP -- D % `\4 NRE S�OM CUP -__ _ f f E o 7 WINDOWS UNDER f SEPARATE APPROVAL /� M SLION HEIGHT WINDOWS UNDER SEPARATE APPROVAL 7/r ANCHOR TYPE A A CLIP E � O ` SEE CItARYS SiiEET3 8 AND 9 NOR+ 4AtTA DESIGN PRESSURE AND ANCHOR SCHEOUlE FOR rLyilY' ' TH iNb 0 L SEE CHARTS SHEETS 30 AND It FOR '� s NOTES- DESIGN PRESSURE AND ANCHOR SCHEDULE t) ALL AI.U14+€'IUM EXTRUS*,43 ARE 6005—T9 ALUfdiNUy. 2) CONCRETE COUPS R NOT 4 a L.IGHME)GHt HOLLOW BLOCK TO (�►AL4fY STRANGER Ia{ATts'E�t.4l.. a s 3) fOR ANCHOR tyPE ANO SPACING SEE SHEETS 8. 9. t0 AND It. 4) PRODUCT A'ti0 'NSTALLATION CONTAINED HEREIN COMPLIES WMTM THE 2004 MORIOA B JILOI,IiG CODE. Qn AEE- O N ARTS FOR ►,IAXIMUM 17ESI-Stml PRESSURES. L.ENOTH AND v 5) °THE RESPONS181UTY FOR SELECTION OF %N00W PA4t?t#CtS TO MEET �11 ' ,� a ANY At t.ICABLE LOCAL LAWS. OVIL NO Ci}PE5. ORDMTES OR OTHER2;n SAFM REQUL�l U MS REST SOLt:'t.Y WI.Tt TIE A.RCHItECT OR ENONEER, 6UIl00Ic OMER 09 CONTRAGTOO. 0 6) WNOOWS ARE UNM2 SEPARAYE APPROVAL. 7 IE At LION SIZE IS NOT USTEO Its CHARY ROUND UP TO TrE NEX • rr LAKEST SIZE, • Company of Texas, LP e) wsLAT>~ AhtCNOR TO HaT USED WI{ TWa. TI�t •dti FOUti 5.CRE Ate VERTICAL MULLIONS 600 AL NOTE Nut,R REQU ,E0. CAN BE USED WITH MILE. CUPS t 4,38, t 439 AND t 330, , SEE SKEET 7. ELEVATIONS AND ENERAL NOTES 9) ALL MUt LS CAN SE WED VATk ALL PRODUCTS, Sl.'�C_E HUNG, PICTURE . + wlzow Ago nal�zotvTt ROI cis. r`` � ` °n'°. t� f 8/06 t 535 t+. co�so'lf Sofa+. $A# C- 5 r NTS 100$9 ' ao, s > ass-aoo-+zee ros, ss�-sot.�t f C ' 11 •,f . fl • e A t U W Y a Ftt, . t•k • • • '. � f1�1tJI+++ .1,. �• X12 WQgO SCREW SEE 2 1/8" MIN. 3/16" OR 1/4" OIA. TAPPER CHART f S QLW S CY EMBEDMENT CONCRETE CHARTS FOR YPE 1350 PLATE ANCHOR SET: CONCRETE OR CMU- CAt}LK BETWEEN WOOt� SHEET I NOTE 8 BY OTHER/ /S SUCK & CONCRETE BY OTHERS CAULK BETWEEN Q S ANCHOR CLIP a a Q EM /8" MIN. EXTERIOR SHEATHING \ ille► e c 15EMNT BY OTHERS 4 VERTICAL TUBE MULLION BRACKET 1438 TO BE .__ USED WITH 1100/1900/ _ ix WOOD BUCKIii1970 SERIES 1/4" SPACE MAX. BY OTHERS 1/4•� SPACE MAX. SHIM AS REO'D. II t35Q PLATE ANCHOR SEE SHEET 1 NOTE 8 MULL CLIP 1438 BY OT R SAME T MULL CUP 1330 1448 MULL SHOWN S CTI C-C 1448 MULL SHOWN 1446, 1445-2 MULLS SIMILAR - CT1O _•-�--- 1445, 1445-2, 1442, 1334 CLIP INSTL 5347, 5348, 5347-2, �ECTIQN _C-C x548, 5847 & 5547-2 SIMILAR 1 438 CLIP INSTL VERTICAL TUBE MULLION BRACKET 1330 TO BE USED WITH 1100/1900/ MULL CLIP 1330 1970, 1450/1550/170, 5300 ac 5350 SERIES 1350 PLATE ANCHOR SEE "'` ---x—1448 MULL SHOWN SHEET 1 NOTE 8 �i 1445, 1445--2 MULLS SIMILAR MULL CLIP 1438 t 3/8" MIi , o EMBEDM ENT ShfIM AS REQ'O. 1/4" SPACE' MAX, CAULK BETWEEN --- » �.. S ANCHOR CLIP 4 CONCRETE OR CMt! BY OTHERS 4EATHINC AND #12 WQgt? SCREW SEE 3/18" OR 1/4" 01A. TAPPER � i CHART FUR QUANTITY 2 1/&" MIN. SEE CHART FOR TYPE EMBEDMENT7 _ , SECrl A },a .z 1330 CLIP IISIL. LP 135(} PLATT~ ANCHOR SIT; VERT CAL ULLIONS 60 5—T5 ALUMINUM St•SEE'f 1 NOTE 8 �_ 1438 & 1330 MULL CLIP INSTALLATION DETAILS 2X WOOD FRAME , )�. R a r 1438 CLIP 1'NSTL 8Y OT'HERS a a• . r az �4 9 t8 oG fw}tTERE0f2 SHEAiNCIYQ ,: uC 9Y 4THt t�S as s k. c awb '$vtel, $vle l-;,r28 NTS GENO04S SY►A REY+StQti A t •SUS . R'Q:uc $`.ASS Sgt-l4C—IT4► ror 12t � ^� QF 11 SHEET NO, •� ,•,r • < l , ,'fir! V ■ X12 WOOD SCREW CONCRM OR CMU 3/16° OR 1 4" Ola TAPPER 2X W000 FRAM£ SEE CHART FOR MAX, BY OTHERS7 BY WTHER5 QUANTITY SEE CL tT PE USE ADDITIONAL ANCHORS ONLY IF REQUIRED tEE CHART CAULK BETWEEN WOOD Q 4 4 1 3/@" M4N. BUCK da CONCRETE Q EMBEDMENT 4 r 13Y OTHERS EMBEDMENT I 1 X WOOD BUCK BY OTHERS I I 1/4" SPACE MAX, 1/4" SPACE MAX, II HORIZONTAL/VE.RTICAL H _ _ EXTERIOR SHEATF41NO ----- _. TUBE MULL CLIP 132a 8Y OTHERS HORIZONTAL/VERT1CAL 1445 MUL SHOWN TUBE MULL CUP 1320 CTION C 1448--2. 1442, 6347--2, 1320 CLIP INSTL 5348, 5347, 1448, 5548, 5547, 1443 A�ULL SHOWN 6547-2, 1447 & 1447-2 SIMILAR 1445-2, 1442, 5347--2, HQRIZONTAL/VERTICAL 53`13, 5347, 1448, 5548, 5547, TUBE MULL CLIP 1320 1320 CLIP INSTL 8547-2, 1447 & 1447-2 SIMILAR � o USE AOOITIONA4, ANCHOR$ 1/4' SPACE MAX. ONLY IF REQUIRED SEE CHART HORJZONTAL/VERTICAL EXTERIOR SHEATHING TUBE MULL CUP 1320 a BY 4TNE125 1 3/8" MIN. 1/4' SPACE MAX. 4 f�t�18£DMEIVT 2X WOOD FRAME BY OTHERS4 v o 1. ' 1 1/2" MIN. 3/16° OR 1/4" DIA. TAPPER EMBEDMENT` 4 SEE CHART TYPE CONCRETE OR CMV BY OTHERS X12 WOOD SCREW 1320 CLIP INSTL � QUANTITY SEE T FOR r�AX. .Cum aq 0 Text L R N `T9 N •- VER CALMULLIONS 6003—T5 ALUMINUM 1320 CLIP INSTAL.I.ATION OETAIL5 WC0D MASONRY 1320 CLIP INSTL ' # ' � � RL. 044706 S N. C we UC ' � I�treet. st c-R5 NTS 1k' ' EN0Q49 to 4;t Ovq-f -- Q 1 SHEET N0. $ + j ;,' 7t ' ti . '. ,)F;t CONCRETE OR CMU CAULK BETWEE WOOD CHART#12 FD OR s Y BY OTHERS SUCK & CONCRETE CMRT12 OFOR QUAOO NTITY ti IX WOOD BUCK BY OTHERS BY OTHERS 4 Q 4 A a BY OTHERS RAE a a 1 1/2" M . EXTERIOR SHEATHING: EMBEDMENT DY OTHERS 1 1/2" MIN, MULL CLIP 1 439 EMBEDMENT VERTICAL TUBE MULUON — - _ 1/4" SPACE MAX. BRACKET 1439 TQ 8E USED WITH 1100/1900/1970 PLATE ANCHOR SEE SERIES 1/4" SPACE MAX. SHEET 1 NOTE 8 MULL CUP 1439 SHOWN PLATE ANCHOR SEE MULL CLIP 1330 SIMILAR SHEET 1 NOTE 8 SECTION C C 1 439 & 1330 CLIP INSTL 1448 MULL SHOWN MULL CLIP 1439 1445, MULL. SIMILAR MULL CUP 1439 144-8 MULL SH0M1 1445 MULL SIMILAR PLATE ANCHOR SEE SECTION SHEET I NOTE 8 1439 CLIP INSTL 3/16 OR 1/4 0IA. TAPPER SEE CHART FOR TYPE _ � --1448 MULL SHOWN � 1445 MULL SIMILAR 3/8" � w MULL CUP 1.439 4 EMBEDMENT 'L3 4 PLATE ANCHOR SEE ° 4 r SHEET I NOTE 8 4 O VERTICAL TUBE MULLION 1/4" SPACE MAX. CONCRETE OR CMV BRACKET 1439 OBE USED S GTiON A—A i3Y oTtiEt�5 WLTH 1100/1900/1970 SKIES • 11 • 1439 & 1330 CLAP INSTL t1/4 MIN. EMBEDMENT n . EXTEM0R SHEATHING * ,� • ., m .I of a 12 ' • C � VER L M {.!,IONS 6 5-T5 ALUMINUM �}� wood SCREW SEE � �`� '� CHART FOR U - -- _ 1439 13.30 LP INSTL. DL TALS WOOD MASONRY 1435 CL P NSTL a p��i t4 tis5 �!. o a :gRrie�. Swte c_ t' uo NTS - '. . ' ' ' '. )i VV8 . C*itlf .a ' 2' 3� Amtv.}Zi.tpga?S� r,■ Sw alB-t7 5 OF 1 1 SHEET NO. lit 3 tV[rU2QUi�..��al�,lr.� GENERAL INSTRUCTIONS IONS �l jl1l 1 w fa rsa a err atTo+}O1 ototi gyW �t" +Gom tly niLn d w! a1�inQ k�I a rtawdctvhq Toro Hirt #HIHaRR# rytdaaa $Ar # �Rraa �¢ # 1orRseendyp h! �aynLhtMadt�{t/ltRwxrd{µ� ✓y pd ; f l 1#dKb a0; Cbca6oe a "" ��90 u 6wte�a�( f t o 4sA P4wc SERFIGN1' SENTINEL olaa� , cwrat aes a e Mar p d avaW t�!esex a an a d c5a n r.mm w or cr �rfy dy i q �y �� a�9aw a area' vrta y rr tai nw t Fh ?t�x?.'l11O.d'q k alq nCt ed �that y ro. a1v #b / t%k1&GSA AU8 S-�tD�p mut�taf COA i H t H Q L R# drtroa 03. jlCd r+a'ron cY rtKor rt b r4 n Wa7/ t f9t WV A a4�Ca'D_ a arty mual a fan, Yt Aii•ie vsx's . ' I %i 0 yt lO tt sL p • H&ptgl i ts# A cdai fic calm mtil a tr(t tad eaNOT°use m+�a&at i10.o1 a�sroal`*'Dagt Da`alsd i,�freR�(d7 0' ijeyt��ypft�Qp � 4aq �SYtj ��hbt� ra�aSctadn�. a t ticwT'ratiXy4mwt6rm 401 a1 CM lM'5daR D+�f k{b Wrt'sp1 f!1 a' Y+a1 43 ri • xdQ th d Ctl #r '�ff 6 Sc'uw a it aces M!anl �a sxd ittA01i0H B 1k AN�{ wan m.al 51 DrorabO p gtrAglt ro wfrdt E3V5 t�.ggthN��E�gp 9 Bt AIJtICZ:. stu$a SM a sxdd L`mmd cta4t2 9n! C fa�m�tm Odrn dr bd�d mf d 0 Propa�b ibo F a KmYt CN bl!m'a aN$'IroCYLla s4.^Qks !y txf0 (5N WtN6 pttsd ak i.APPL.ICAT�ON INSTRUGT'ONt �' �c `� a�a d m a acaed Four Natt Pattern Sc' tair i '' � armor . •AW A t« oar+fit moo a Mad cafam a�sru� English Site Shingle:t2'x 3& (305-414mm) -s---ti-t7¢ mt} —Fait I?-'3'1279Fimm)—► ,a.. Sdt•$ea!t�h:5tR CM a ^12-t t r t!�Enna f�_ r — 17-2•t 7(t}Earmxn))r 1 �sn1 $ tQeud Sto!4tt2 m «mart 'a uttdirt vm*trw Siopa 2Pt2.4+1: 1BTmm l33a1 smlMavd C W11 ON rns1A"=ed wrtiawt o ADvtdr aelatad wn t rt!FdSiBn t d pn f t u aA ua Ca5bp axi o GAfMC 11§d5e War wrJ cmirtd s dudst too toe a b enm laid!me yro)rt a pia �L towr Cn aiA tkv ► tata>• a aaw O etas — Kis lha enapC n nctr i del m cased h py� qa y p o to ett raait�ee aF a d at ka dl CgI1 1 ii .t4 Billie! .tea sttl kaiS gar he CdIF 00 W 1U t*Stt>fr!d M a+praq tun 11 d",W WauAlt Pirth'a Ll• Leak Erie t$di• fa —I.,NYtfifl Stldded b0?L' Ifkd OaTr:s tit rail OdOa t�3'y'i1 Jm �er nest!107 ee e>�ased} G e a Orb h Oirt Ere Eta. must oaeahn a Bx raft t6p14 rOmml�d mdad 2f dam d fa iri g 33 65ramt ;ettra,p�arrd Na tnde aa�ren np / n4 t pwm it ist a,rr4 fee Bx t �� m��a a ea. e . in mt mcrca�a.tt�l:pia of v"°Srincp Yat�• NOTcoal SeA-Seat ,rnoa a � � Fa fa.r.r K ...e Bar'a t�q,&Cr, 6+ima r trct�if W"W� w Require A Six Nail Fattening Pattern? •�' use the TUOL mats&Wye Witt the tottor+ij wdi5caaon: � "°•. .Y,t yr nd""b'°r�°^•t 3 Replace the itvtet two fas'et»sg fo-ai'txn Whin fax fastening placements. •� r ot..p sa:,e x , = rn.ea n Place two faste�e;s V(229,nm)Eton eider end 4-1'(25mm),W place r rc c uo 3 two edtptonaf fes%nett t 4'(3-%Mm)fmm eitttet eM+1.1'(25mm). h,a . tea a aavytcnxq arc�"'ps`pe°`.m.'�" arno�a�eo.r� > • 4vw ap.dle O h�P�is Cann 1°3rre Courra 4 Seeatd mfd Subsagcaaed Co xs o Hip and ft �— a S art t1a aacx i ca sd ad6 a 3 in rd a n a wiA td sRi es la d B aC r LA th tQ mu u S,x ces m V be evils tat has a Po W to*,ti Casa ft __ aid t as tat m' et► Lal G llvk by i;ape Ih6q iz a ar dM�1 tan C w ra 6 Watt Hashing(SioW Hod to Vertical Wet) n'Sartr.cr ax n9td a riyfd to 00 xOT 41 sti es st-xda a L1t root»i;wt Cif L+Mu a bi WtV4 taw ad tilt*&VSrd 9 tt§A tl Baia Callan ilea �' ''� Q d a dwl t t , 4§w t-iR+ gqy awnt Cue t hfm 2-tr2 4Cs Sala a arxh a gym.Faa t•�i>balr tram DPt+a�6.'acf+cA vi ,a9ct crus u co vtr COW tlsr<a+t rase st rrt.rraee M tor,o cw^sei k a`;zd —� tY i s drseg sot Can q>R • NQTE. a Ce bW trail w1w A st ft'4 toy Yu aw car rude era a e�. e J o �� yr- rv"- - �. �,, Sht!d d'ha r;da �� (s'%s' +r c•rr+t as a � � x ,. ttr.Nd( '�®'(ih3tan} rmOt fi.t am tine Y;T27wry Wn. z 3 Fa n.aev.a.ma nasunt $' ,r f�,�faa,L 7�aa *{sR`Q 6roe^�x eoy Y�.a coxsrt..Y.�p1M �,,• � N4ca p+•'iA (tO.,.Q lY' z Wa txir .' .a¢a o ,.:" hit 3 Sa'ttaama C .'h��4 cal a va•&a wd.wA = 3 �7 rte adf>eoiir IC w'' ,f; ..•..a..... t`t 'YN YTiee' ` o Ta(t�a� N d.bi.►Ye O t?S..r�a�l tm...w ai••1• a s�aaaaaa.i!w.yr a° r arm r('27—i ass• [yp L'd rtn Wd,k/.+Ut 06 Po� ,• �/�k1.Lld }pate l�,gr 0 z ?► Chtra y Ftaehrly g valtsy C atavctloat•Cloned at Wavae►vtltsy 9 VAI"Contatructlait-opals cA 10 VaEey eantErt wt cio,ed cut Pr.ea'uaonu,t antes ta aa�s man.,eirUax.Ase�.a. • Tt' 5te�q hd 6. a3� g�.�p(Ba ittii'iCtAt�lq� X°'yi s'd °•"y � ` :�,x' `r - •++P co a1 ROt a s�hgi:6 vr�5i id k eNQ reaCiKXgI tr .,yr ≥ a..a''".,. ...eo�q•°°".�„tiwy *+�F .�-�' .`w'C«r''�.1 ty a.. 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Zg 05 L �, ! a af."r I1t1PDflLaMt resat ta7ei prt gBt L a5"awwl"Wa&,�ctA%=1 Warms. tl > Qp d a - mow•r .syn,+ B ay�f W a 'A an 4 ter b rd Corot a a*q d base,awed a Rid 'r"/` .w aS."7 ° ta' sc�taig� aa+t coy �( he SHEET NO. 3ar{t4tan� Rr ity0 kk a��Onf Abdo Sh cad to a�rvtt wry P.ur ptrn�dta,Y hau Melee �n LI L�taA3Bidtian kr�tuktta9� AIdu#6mwot030 a R1 nt Yi�p0 �*.- o roq ?Ee W rtMdNk le .R[rga.[ma lq dN RdEd 9lauGB0.1A n 'iffa'f16aQ yy ts`a6e GAf htAa.'aa CLrpn'rku ENGl.5H F2G7A 6 ' 3 GENERAL INSTRUCTIONS T11 BERI IN ROOp DC{K3 Fa to qn xr w n roSg woAt aft noEsueactd a4 wwd dsi r om tnt rP�.�d Htr swy ah;np�a ud b,nd a rmu"rk p C bd ►udb'to,a xad aAn rxYwn P i2rr q adt 9araec t +deC xM k* r To fv imn aL xn f fu tied a1 pud dtD}d Ihirt p HIM tr� YaeyaG R ! C1dst 1 0 tt p 6 old Bd W0Cd Vd b l�y�1'( Nm1 kY l N 6af p 11 b dt k 4 t 6 ad. A 01 111?1d 71 C "p flu a(cst iFm 1} pddt at u a w4 ►Y�31Ty khr�M r k n 51 p�y Ftd Or edhaTe n�up burn to d Cr k qd On�t lu4r t "s dint ly m�teain a 6 K eed dKk u:at autharCk 6 wA !tom A�PEaFdn d cash b y�dy`eatt ua nest dfahn�p d tls they e S SEr'�eT , sskkk r +9 M ri0. Rrd Cec o tdsG�p w ac,p rtcrpp mwl 9e d ry p ar m dprdz oa of smr l {rwnm rvf Q bi 50(c«71 a irq xt to a dubgrwnt u uxn drs fn TINERUAff; IMBERLI ES 911N06RLA1 NENT, ayru Gctyn sti+sot lwq urdtnd CkadaO PmeaFO NQIE1Mmnd at �( K t CORPORATION wt4 d`we n tad Rsati tY;xeKar d Ca hdkt rd prr"e 5p4&a0 sorts xad do 1v wl TCKa OhLuraAr ltd nnv k t ahl..,//■.�qs}}■R///rrs Fq(ran rt7c@,�p wdA v*10ot,tkder 4 aha",w N n41! •CANAf xAN VYfATtiso AT MI CSA 23,SMp0rR l NlNtl Los� I_�J/\ CoimA Your loan burp 7r.r;1 ror fts re W',rt an nM is m Sr �„sldr t J FS, 'cd,l bt3tY107-$fit41 L%71 n f SQL fdP4 Q+t APF 5t'>Yan 5tt 1 1,7dA'Q�hil bt adrN;�atiD1!mtrpl+CNN-app:' f.a ded U, f t t rtt�CMl ed rtai U7 rt b tgAni >19tY L W6td 14"for G4f 0?d'wa �0 p0'L'EOt{to a lmP.1 Y Odf(a VN IADe FASTE1t :LU 0 of&a Cnu4r run caYon f APfD a bad. :"�k reccmrudsQ Ust a dr[mau Kai or •MANWO AND atTEEQ SLOPE AFPMAnQNSr Iat roof sty^x Dba,am 4r dsrrlh..aq,lo-l4 6c dc'armd a amsd5 Ifiunit rw0ry v�sell laadf LS' Anm) (175prnryird f70t(do ROT use al tsr'kt SeA nah)•t'da4y x�'+�p m W bt m6nxed by b fhb'(+2rom)ie ws IN r.Faskr Ph sF.ou�d t kLJ IMI!o perrtld;%Y real Y4(, wr- AKy foh.�ne do tlJr�e M p apply f ytnrttraL.ed d;tSt d,11ig LI adla e?m+rood d0.4 a mm to pywuad deco t FiXeaci rtp¶o k dlwn flusc:AW h,a wt- tie a�C catsd ut Wind Kes sore ebvd Ra sN k nn�l Dt F'cstN'a mPr nW v a fe `.a a old oft .O d}y,.e L& C!t.yam( RaEsad ta52t bla Yi MYafttl MA LY ttra cm end•-v�ec'ed"i dseaL 0 ouvi nq:es ad A*4a aw(six WARD •TFt ao GN YE t47mm) oof alroRu a hurt bep orvxd 104 C ro�y6 vans5or m APPLICATION INSTRUCTIONS • r s11T urN© y�pf q ''KIND f 3asTAtCO S£ALIH(6 T`Ist shtgGx tart a spetal tferrrJ seifard;tsat atGaplydd d ro'.rd F ftdnt yr tetrind fool 1.1t&4,,%YirAiab promfsbrt t dl firmly bode th wot ES to ath aril Lp:kataa O's a ip Slat V4 mmP t N-Cr01 a 9taeed ewRhiiØ METAL 1.M.d E or bc�opde miA-?6d rw r ila 4 area Vi r kcdayikTktrigr Salx�4e55 Li 'l Ndest�a�ph FOGIES;Rk0151mafdS!iiitale!andt3ttLIONDd aoe'd Er h 6co a sc�'¢�a ve 1d ezpcsed k Sole eau sur"ki , dartr ASPHALT PUtsTTC cQ1Ed Ny:For L%u stt p4 ha a1+1.A4al cadatm m ASsN s�eahnr Lett Oily.Us sn�'c1 s Ray rem seal Fa vn to sed each Oe r uiruoLeaices�a d'.fi W N%elaIt Pour Nail Pattern English Size Shingle;12•x 36.15116•(305*938mm) r--It-tf; 5 3S6Rm)— — — i U meri Standard Sp.- t( 33miNrn)Qt mW! Uro rr LOW S 7-!4 SdrPva)—► k�daSMalaa#Gos o.twthau5pcd rs&daihaa fed ad Slops Z'124/12 i6Tmm 333mmfm r___J_-_ ----------4—tOC--- Ms,kke Lra o:�i a'fol, a m tniia rfu:' ,nt a any �aratiro id s ,ea el:(Co eU's w w 6d do&wdn rrm r—^I:Y-217(s3{�rm) 7 l/Y-2-tY f16im fr (Fl585 rtWatNOT(Oydb01 be,Of A�P.r� dinrir .Wwy nhq as GAFNarakrGod ffi xoatra der dri a5do�aa�Ifseea etwpF.raaam.m(duM ,nrtm h ° Gp �o- yki{ u .{ ( m) —I doe le p y OA o5oM a e s Inpie 15atctle a Stow a6 n da su er in bcaP5 s Pw is a 41•c ased oy wsta p ¢a , lacer d m A"ae s f r val N W cl N a 6tor i.a&rr tom! ue brfi'td!n a dektt(arM.Etr !asr' u'6 Hpt bf k'S•(I Otnnr ar!d Barlef.Efl+1 f�Shlro n'u7t (id •,.•` e>atr4 t{S+ wa1 line. ovEr'tan0 ck r GY 9A�1 ron1 and atd(fd 2i`�B7 �� d bcr^�cli�s de dy dirt x�n na a peca4.natDt 3 a eta"" � ¢1.4'- &' r F�ya�d ltd inside r2a G.y,tktem std damt a SNt�6►M�.rdr'dyrnut To Fasten:/ I ta� toffy t-ItV s VMNM Srak banes. yea.w. Nz+ (- rtar must NOT be e'rrios00 , ;.,ee sir.a ir s'.mn a r�j 1 g sv �, �en1.Parer. Require aS Sixa Nil Fastening Pattern? uru.y =� are a�to.tae roe 'Fpal.LM T N ream ue Y ai 4rmi � \!J Use the directions above with the forbwing modir�catian_ w„aga r arre ea ao we snn d w e• rw, Z Replace the irtfler two fasten' locations with four faster' (—' r t fora m t.n '°t a ang ptacemeftts. rmaataueae°e Place two rasteno s✓3•(2o3mm)from either end+1 1•(25mm),and place `�°"' v;-K rt d o�rana s ra« .a.° ei° two additional fasteners 15 (381 mm)from either end+l t'(25mm). O N � U staKFef Course Anpiy x shm 3 Fir,!Course S+a1 and malC:ut well r,A an6,gdt feed OLia wA?a dr aww meta Stkgkd trey be S on c Asarxtd m u w as suowk'*a tr-(Im-.Nn)5x,0A lad of pa 5 rd C6".tiae Fou r81 and Remmnt Courses z a oleo ire a led 8ws kA to r`-pld a^'pfs ie left°e MOT 4 shit;ft stm'�3 up tr red s<°rd°ds �'9 Post on tte stmrgka kl Cro sxn a 0 s!ccw sir t R b Cn (2 ►A f om a Ent i ugh let M xsi lira wnt:ai xr;A wa atcrsres 6 7+ Q i r,e9ar s-«-cal urosa tls rt�at Sr�tu a chyle Ina eb-4 em m Igainwx Ca I.ctech rarafd a m-sir Ate`sgh across t'u roof. ( s<. �n ewuct om ro stti. pnx:Mua tiro tau<as k≥orrad mla braid on Nit rod r4 rtay 41 stti:q!n. d du wide wfaub.Ttut redultt m a 5•(147ttxn3 - +ii f`,.«dSra;e see at wic91 a tlse rae(km and subs ti _~ mss.MOTE 5r6+ykt may!»Gmd from vtlw7 rv"r muse[rope rJ '16 �szrvctixx from Supt f!est a's` ti-=-= c left a rid fend mole.Sort!dHaer!fie —r c,,. x vn i mWy �<. Cudfst. d aa'd'�::ee.� .ire � � - �-� 'tie^ay ♦ •u'>/+W'wA oat ad— CP'.,!� P.aca Nee 6Y t,3dq �'a'i'*u�,s� t� _� ..a r 3'�" s.;�= .�'' ,t•a,. � ✓ � 8 d aka aa+ssa�a(arnn c.'�[`�,�\y/��`--e om�a•9«kA �. �q/� ��'+.,r�' + 1. �. '/� 3 •�i ardtiae S IYtaxlY wt..ra ♦�• ,��' ♦ U Ageltm aY(1Gut � " •,' farC4tir ti�•�.♦ — a t�l O M aK aNa aLne \�// I f,l'aR6de ♦ 3vd01tN O Z jf!'aaasrf Trmtl5u`G+• ♦t`' My LL. i T Prn'cautronary Notae FLIP f8dge TY he be Serfs sr;. n f1 ua sea&p nplui sirs Oat secnsa of to tool Wad Flsshtray(Sloped Root to Y lkkaff Wart) A n4 YaGey Cooetruttl-,' ended Cut mac ea std fs�tN kf Np °�S ra iral used,that stG+p ei rk lu stir°n co d ra aria,u apafks toa tae rip and n. w l;wju a sfiwan.To am[a ss C1 rmarry F a shr i s k ch anaa s�s d t5e felt try ≥ W ea aaxe,usa GIt is o EiS£ikaI COY d Ti E, fdaOS cast 40 to- V t,Buhdks sk ad rwl6e pe4 on ed1K na shark aftirrgM 6t tale Is sap's Ste Us l�kt by Wt R 6[rrax3 a a &i tryvr7usaa d(t&areal FFp I Rt€{A Fair dau53t appif ztipl s°°r"a 'er da say ®a s."ut 11 trey tFi m i d p era w 6 R' sdti tiro&^4 col d d n rnr¢AxFer adm ar aa>.u aw vas. ,tea yea L t r um Stn a e Iitc ca tea be broRae ut wA wcauta or tr ad{aS darruped m hat "-m d c irA fdwL sir fA rya ire s n7 appGcy%on ai curb ABPN Ivi from u. wnySax Praag6rp sefnd d:'eclial. \ �•wT.+a u>+ca we.Wwm a•rn«.ns »< «,i a v .t"a�..c. l rwx,"mired be of Ctaes A. -A yrc. sy �a� srx�ad bt m teutat val" area;aedmum m ( y r t evwa d m ra a t.s a 1%M�j K at�«r e - p, wPax ih We a4 amts 5ca th a n e�ono be uLfe damfo �O < _ SRu!i�i mime a from we�'dr e4 p'efD;ad al(da Goo of naf stNi ts9ar ttaan .. z u• ✓ a'�a�7CiffiO l 0t d aU a j t Air Dfsd p t mu6t w t cIN 00 WL ik 0 z <n tie !-- rid "t. IktFaR WT Re (earl prr 9tta to Lead ed drse offbeA,rnc�g'uy mold krc . g w a ce 4` R�Roatt o- > o n ="-` vC�r Yod eRs� �sV W N*iP" w ' C aadcwrawt WWft$UrWACWafedaldr .sae +—�:7 t arm left a Q Y4ai agcy ed le o puaP Ce stria a ctiazl d d L+osa ' ' t"a°."o ara�ani aE"a'� +—awr taex i oar. al.t�maa r�55c+6ro fre rei sf bt wra t5e u stS ks a� %♦Ip.ap ``' f,riatymlMlea xCsretta 1perd4ndilt�Qx$ncant SHEET NO. �� 1b�bc b��r�eata�n lit a, d a ��G vdh�an P��h�ae��,ra'ron m c dsuttk's ire slcn!e2 m�ru� Mafia serfact smc aft ec4 tai eeytsf od e d ro C I3>aha f urlda mad to AMAW Cast A mttif � tta xssLd n wy`a aar�nee RD utr�saly o�tf Aomr a t�d #pp, arpo a wmey.�ys,�1wT ar0 4at'aenxq¢af�Pea rtsCrs6trooadNraao�ack land rd mt' W' w P s'a'ps rt bt ob'a'mat Had C2lila CAf uaar:aii Caaxa6v GafGlaStiirtYNtA,I tL`YQ O J j5I-i5. .. 4 m], l2 I - TRIPLE 4" PPROv 17 C<POSURE T1iICkt�ESS p SIGN F PROMODELS INCHES fQ03 PRESSURE MODELS ZINC ES OO PURS f�R1;S R _.10' / 11111 111 ERMS1Qr! 1 I .Qh2" r sv.o PSF PTa-� 2t1 1 " so.o PSF X8.0 PSF 0.04a TR},4S 1 t�1f 10 C.a42" + 8p.4 X4.0 PSF 2�r,6 PSF PTS-12V �` 12 0.040" 6a.0 PSF 60.0 PSF 30.0 P MINIMUt CONSTRUCTION 'Jv Jc 1 ai`t 10 FOn 2'" PT- 12Cy 12 0.0--l�1X D SOUTHERN PJN OR EOU(�l, - 261.6 PSF 6tt.0 PSF PSF - 30.0 PSF WOOD €1I1TTEF! S`I'tt(PS 26.6 PSF' l.I:PI0{V 14 . 2" � ,� PSF LFP 1 CV 10 0.0,#2" 4 6t7.d r}S -�' �-- -- --- �'SF SIDE VI OF SAVE FR�1rJT YI�''Y ©F F..�14/1~ YtiTN4UT F�S�y " rg\ L1 J � � FSC( IlfiiR�tD fS CoAx" !4N 11j. Z GALVANIZED -ROOFING IJAIL ROOF w �c ''8 R G ANN f IA. � _ � D OIA- X 1 1 O +1f�i�tlM�� ,� /�� LOi��`r. �i A11a IIOYCTi� (n i 1 ( . i t ftCd A�ps1#240 1O O.O. THE U THE NAIL HEM HOLES ca t .-� _d . 'ME WOOD JOISTS, MINIMUM WOOD A V F "�, �� pax F UEDMENT I 1 3/8" t Alcoa Building Products - .-_ LA PART: INTALL..ATIO DESIGN . sir ralC �� DRAWING FOR Vf �. 4.� YLv SOFFIT' �OA�.'_ yy /9�y F SHEET Rovt3ions ��Q + 52_ 1U .• . ,; 5/8 (5) Pt.? PLY00D ' I• 13" 2' X 30 16 0/C %,-. - ttaRtZ. SIpIFt+C �� 4 UIJTCl1 COt1ST. GRADE SIRING 11tWED S4JI1#RN PMNC oR CC4.MY. €ASTn W TO COt4CFiElE OL K FtTTi! r 8.a IiN 3/i S T con 0 12' 0/C ��++ �J- L Ght •t! i1 yxi4 �rPAQNtD C*0T41 11 J t?LSi N APP 4fD f3rpO5t►RE i1it ims G S1Ctt Wof WO ' • t PREM uoovns �ttC11E3 •,v Q t.0O3 PRMIURC SfyAGit1C 1 O.C. DW-40 a 0.0406 48,6W ft0O 4O 8 4 1/2 0.040' --N.2 PSF IRMr40 8 43.040± tl44.6 PsF CWU-44 8 4_ f 4.042' -36.Y fit' 1, 0.0 40 4r1;.6 ice' C.rl��t�2 ED RC G t4 tA. --dt} 0.042 ►t 6 ! C1triv-4S 9 4.5 1/2 0040' —.S6.2 � 3/5' HEM 0!A X 1 3/4' LONG. 016' O.C. Tl U 7 WA. HDA 1,4 41 +$ 4 4 /2 4.04$ -415.8 PSF tRUO-45— 4.5 1/2 0.040 -312 t i-otiS 3c n ooST its W4V-40 $ 4 1/2 0.048' -�1&$ P5F UBO-4S 9 4.5 1,/2 0,042• --36.2 p5F /d' EJt8f3 cE 1, STV'--4d 8 4 1/2 0.044' - 6 PW UPD 43 9 4,5 /2 0-0(4' --36.2 1 " 1 -- _ _ _ 3� L P`w-40 $ 4 1/2 0.444' -461 P�.ai _ 05 9 4.5 3/4 0.014' -8D PSF DR-40 a0.042' -44.6 P CSG4.046 -80 PSF CW-40 i 4 5/® 0.442' -46.14 QT�-40 0 4 3/4 0.044' -80 PSF UCO -50 10 5 k/2 40' -44 5 P F v a �/4 0.046 �ao �* � C4f 0 0. 113 Q I 1 j2 4i,1142` t4.b > � - , STlfti WA11 QLOCi4 WALL ►-+-� 1t} 5 5j8 4). •4� -45.5 PSI • '� t a55t to 5 S/8 0.048' -4 .6 R Q to 5 1/2 0.040' 46,6 PSf . L1 mv-5o 10 5 5/8 0.448 46 6 Psr 1nX4 5I7 10 S >r x 0. 411 f5.# fF : Ar� , a r Gtssrstll�G �tTP�t i�+! z 11G--5n 10 5 1/2 O.-G ` -45.5 f�5f W4744 Awl►% —_.. it I`1l 10 5 1/2 0.042' -45.6 1) )LLCOA %ufa h SQifiT P OouC1i M urc. i0L A. (QRuv tt 1At 4 c If ` - ------- �- -..: 4x1t 1=� C+3u� to uEfit,�c C�CrEsfirtic tats UtiLUE1i1 OF - � WGV.50 10 5 5/8 0.0413* —4�.i PSF' ASTa4 0 1673 R*3 FOR 1 IG SIC is t#40 C014? ID D5. -- -_-- - CJ 2y 1.LS u10 SOHi 10 PECEI*'>: W(tt�, 5 )is / S4!TIT S11MJ. 8E rt ,uc� ',..'x L.551 t0 5 5/8 0.048' —0.6 PSF CltE4 KED rOf4 $TRH idY�Qt=f. Cf4.4CKS N� DE CIS 71{Ad o.r.: c; r U UP1ON 10 5 i/2 0.1144' =41.3 Psi' 3) NAt1.,3 SHA eC VITAPA00M ' I AItLJ.T SA 1 RATl:o t•E1.T . OF 110 S 4 4 4. FT. S SC 5 f raE. R(D iN 5ECT 4 , 4'!—:Si? 10 5 5/8 4.4142= "i+s.4i I 1 U ItWt 1 27-04.4 11//10 ftOA*A MOM COQ 3 i) 14'#1 SQFf4' wifpc 'DIT S�FIJ iC / Soffit AAE 1•r ®C It4ST4L ED �`QT _. 10 5 314 4.1144' -813 F5F # • 14 9E Ot 1G.t 7 f1f A RI~CiS RFt7 AA4r(�l1EC1 1 Giff 4 . GgH 10 5 3�� 0,04 ' �- P5F AGCOENIM T4 nit 5 11 (10R14A t r t1 Cass .q4) TNC: Alcoa B ilding Products` I ttl i V9 AtMR£' WS OF 'DOI 1 RAM4 . . SCtfT"Tf 1K1 hCCFS"°�CA'f ktT01?ti4"7S ' $.k4Al 8C Cj a In mcoRauth w71 nit SAJ`C. tumumo 444 ., 1111 + tt $ECTt + or n1c 3o mt tLCR a sutolto c . C 1 T,AL TI f� D I( 1 .A REVISED BY R(CHARO NAVE: 10/01 DRAWING FOR VINYL SIDING iilf:tiAi0cO rTc 1 FI1. plh�,{ _ l Qt� f�lhtG 4,Ara tit GAC X11=: 4,�15/ s3 IECF1t�t:t4d� 9•' 4CMC 19€01 fto, i4d�1i 9n 0010 SCAM►' 1/8 1 .,x,1,1 'y44 '��1 �tfnr SHEET ii ` 4. 41$ INZ DU13LI Instructions :�'"•.,,,, Installation of SSB960 roof vents should com- ply with all local standards and regulations, � •"" MasterCAUTION; Use appropriate safety glasses, Installation of SSB96O roof vents should corn- gloves and other equipment to avoid injury, 'J1AasIer ply with all local standards and regulations. CAUTION: Use appropriate safety gasses, rood peax Ad din an ' groves and other equipment to avoid injury nsaet1a to Fm iShe 00fS mod Pock , Z f x too aed tect,o X11 t `U IOn � Determine the location of vents: a to de k it t . _ Inspect the attic to date-znune the location of rafters and other orRe°� � � �u' o ttructions.Evenl space the roof vents alo the width of the ng �' roof, location of all roof vents before cu thug holes: t 0 ! ' �.� ''' Center bolesbetween rafters within 22 from Lh peak of the Determine the location of vents: $ roof.Mark 110" circular outline for the hole on the top of shingles. Evenly space tl�e roofvents along the width of the roof,marking cnefr (Figure 5) raters the location of all roof vents before cutting holes.Center the holes Figure 5• Figura 6 Ltween the rafters within from the peak of 11 foot,Mark a 10" Cut and prepare the opening: crr roes circular outline for the hole on the roof.(Figure 1 J Figure 1 • Figura 1 .� Using a sharp knife,cut away the saw s(Figure 6A).Cut through �� the sheathing using a reciprocating saw(Figure 68).Carefully � Gut and prepare the opens g: � � : remove the roofaug nails within 3"of tl hale.Cut the shingles at the Cut the holes in the sheathing be in applying shingles.Shingle up top of the hole to accommodate the shape of the roof vent.(For until the first full course of shingles covers the bottom of the hole. increased weather protection an piece cortstrWeat or re roofing �, +vut the excess shin es awe ,froh the hole,(Figure 2) Fob jo' aPPhcatiOll$,use an 18 x18 piece of OAF Weather Watch or Y 8 ( 't ,xt; " �• . #:. GAF StorrnOuardd Leak Barrier.Center the.leak barrier over the o_ increased eather protec1iort on new can4truction or re-roofing g feline press intopiace and cutaway the teals O 3 � ' appiicnons,use an 18 I8 piece of GAF Weather\%atch'or Figure 6• Figura ra 6 hole ap ring the hole.) i �� - GAF StarmGuar&Leak Barrier.Center the Ieak barrier over the Zl. hole.Remove release film,press into place and cut away the leak Figure 2 • Figura 2 barrier spanning the hole,) Position the vent: Apply a gewrous amount of silicone,roofin cement,or water- Position the vent and nail the vent into place; proofcaulkin to the rimeter of the hole.(Figure 7A).Slide the The top of the SS$960 hias an up-arrow formed into the tlashiiig. __= vent into place beneath the stgles,ensurro that the throat of the _ _ Make sure the vent is in proper position;Nail.the vent securely into gent fs centered on t hole(Figure 70).T shingles should overlap U top half of the veal flange.The both half of the s place,spaying the nails eve ry 4 apart around the perimeter.The Figure 7 • Flgu ra 7 vent's flange u ill be evpased an top of the shingles. .. ""T s shoo ld be l from the edge of the vent tinge,Seal all seams c and nail heads with an approved sealant,such as silf�ne,roofing cement,or waterproof caulking (Figure 3) Figure 3• Figura 3Nail the vent into place: Nail o ,spacing nails e�-ery 4"around the �.: ;' n perimeter of the vent..Thenail should be I u in from fr in Complete shingle installation; _. o the d Continue instaltin Chu es cat erlap in tine flan an the vent ,, the vent ilai7ge. e pia iLails roofing the:jungles as'Ilferp I ensure Cut iii sh>ngtes around the top©f t7ae vent.t&.match its shape. a`pr r dal.Uses icon ,roofin cement of water o u �,, g ca plug . f (Figure 4J �� = to se - --- - is - -- - dye��ce �1"s:(Figure 8) Figure 8. Figura 8 rt Figure 4•Figura 4 tuotE;8 fe Mj.tired the GAF and Quaint You Gars Trust S/iice 1Bt7F�. _ NOTE�,c ad a� rmberli iogi s era t t.Q dd Uadam Fan y ��y�ø Ctua/fty You Carr Trust Since fBt3G--- NOTA:Sdamenteloshombresda tom Moth Elir�terlca's Largest Rooting Tirnbeieelog$areregisteredasdeh&ks. frolll NO!?/)America's Largest Rooting rmbarlin9smmarcasr `srxadaxenCanada a�Id`Ve/If//at NQTA:Satarpentefcenombra5deGAF L aAI!/!/eRt � L�ct Ma,raufac#carer p flAlOUEr Seas les nom$G( at TimberGneson mamas re suadaa en Gatade _ lat/O!) Ma�aufacture,r t rn6olno s?nl des mar��uuea de REAMQUEt Ws has"a GAF at Commer a d�posfie4 au Gaftada OOAPORATION t Tirnbe�i e sr des marques de �� canrbetce ee aucanada SHEET NO, IN3 /7 ,! .II j/1 1 LL1•,/ f' . ..• /' 0 1 .acct 0 o r I^Ff ---f'-. • f ._o tom'°" X37 f .r f3 { 1\\ I\\ 1 , C � -•- „•„ o au rA � ti7 L'q :.: L as cs a 7rs al as set ' cis 4i 3 E Z rs is ' . f# C• c is ., + a� r tJ e�r A�5 H dpi 0 Qi t C/� I U U H IhIei .a6 +5 ' 49 5? N � ¢J !anew l'* e "'°' +i +L+ a k✓1 F 1xw masi T"' , �i '' •vw,ys /ww*.1(mM iW� y '.M J# .q,. a'i°^' A R� ( /y�,Y `il,•�y*j r i! !' ,'3n" SHEET NO. IN4 3 !T O y C J a OC /( j: / f } '2' ________ ___ J I a= L + lea w ". m '•` C i � !mss• u (� a 3 tr3 'C�}E tl f3 a am: ' j a - _�"' Cs t a. Imo. j�� 4? tA+ �s Fa refs q� mil y h : ! uIs as cJ iP L SHEET NO. fl IN5 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 ABU66 Post Base FL1 725 Approved Products List Anchor Bolt Wedge All FL5415 CMST12 Strap Ties FL1901 CMSTI4 Strap Ties FL1901 State of Florida CMSTCI6 Coiled Strap lie FL1901 Product Category Sub Category Manufacturer Approval# CS16 Coiled Strap Tie FL1901 Epoxy Set FL402 Exterior Doors Sectional Clopay Building Products Company FL4914 H10 Hurricane Tie FL474 Exterior Doors Sliding Florida Extruders International, Inc. FL45/FL5726 H2,5 Hurricane Tie FL474 NuAir Windows&Doors Exterior Doors Sliding FL5340 H3 Hurricane Tie FL474 115 Hurricane Tie FL474 Exterior Doors Sliding-Series 420/430/440 General Aluminum Co. FL5710 HCP2 Hip Corner Plate Connector FL474 Exterior Doors g Plastpro,inFL4764 HO10A Bolted Holdown FL503 g Inc. HOBA Bolted Holdown FL503 Panel Walls Siding Alcoa Home Exteriors, Inc. FL5538 HETA16 Embedded Truss Anchor FL1901 Panel Walls Soffit Alcoa Home Exteriors, Inc.FIETA20 Embedded Truss Anchor FL1901 FL5543 HETALI6 Embedded Truss Anchor FL1901 Roofing Asphalt Shingles GAF Materials Corp. FL183 HGA10 Heavy Angle FL1423 Roofing Other-Roof Vents GAF Materials Corp. MIAMI-DADE#05-0909.02 HGAM10 Heavy Angle for Masonry FL1423 Roofing Other-Ridge Vents GAF Materials Corp FL197 HGT-2 Heavy Girder Tiedown FL474 HM9 Masonry Hurricane Tie FL1423 Roofing Metal Roofing Marlyn Metals, Inc. FL5204.6 HSUL Skewed Face Mount Hanger FLI21s Structural Components Other FECP Corp. Cast-Crete Division FL158 H 5-2 Heavy Skewed U Hanger FL503 Structural Components Other-Concrete Lintels HTS16 TS16 Heavy Twist Strap FL538 P Lott's Concrete Products FL 5092 HTS20 Heavy Twist Strap FL538 Structural Components Other-Concrete Lintels 8" Commercial Concrete Products(Quality Precast) FL 1774 HTSMI6 Heavy Twist Strap for Masonry FL1423 Structural Components Other-Mullions-Series 1442/1445/1446 General Aluminum Co. FL7555 HTT16 HD/rension Tie FL503 HTT22 HDiTension Tie FL503 Structural Components Other-Mullions-Series 1445/1447 General Aluminum Co. FL7555 HU210-2 Hvy Face Mount Joist Hanger FL1218 Structural Components Other-Mulls&Brackets-Series 5300/ General Aluminum Co. FL7555 HU26-2 Hvy Face Mount Joist Hanger FL1218 Hu28-2 Hoy Face Mount Joist Hanger FL1218 5347/5348,5350/55 HUS26 Heavy Joist Hanger FL474 Structural Components Other-Precast Lintels Hus26-2 Joist Hanger FL47a Wekiwa Concrete Products, Inc. FL 1418 Structural Components Wood Connectors-Anchors FL572 6 HUS25 Heavy Joist Hanger FL47a P United Steel Products CO. 2 HUS28-2 Joist Hanger FL474 Structural Components Wood Connectors-Anchors United Steel Products Co. FL859 !HUSC26-2 Joist Hanger FL474 Structural Components Truss Plates S HUSC28-2 Joist Hanger FL474 Alpine Engineered Products, Inc. FL1999 LGT2 Light Girder Tiedown FL1423 �1 W LSTA18 Straprie FL1901 Windows Fixed-Series 1100/1900, 1450/1550 General Aluminum Co. FL8164 d LSTA24 Strap Tie FL1901 Windows Fixed-Series 1100 TDL/1100/1900/ General Aluminum Co. FL8164 0 LSTA30 Strap Tie FL1901 LSTA36 Strap Tie FL1901 1970, 1450 TDL/1450/1550/1570 0 19 Tension rie FL474 Windows Fixed-FL474 Series 5000/5300/5350 General Aluminum Co. FL8164 vi LTT3I Tension Tie3 j 3 LTTI31 Tension Tie FL474 Windows Horizontal Slider-Series 1180/1480/1980 General Aluminum Co. FL8175 �J $LUS26 Joist Hanger FL3750 Windows Horizontal Slider-Series 1180/1980/ 1990, General Aluminum Co. FL8175 $-'r O Masonry Screw Titen FL2355 1480/1580/1590 .- Z MBHA3.S8I16 Masonry Beam Hanger FL536 5 META16 Embedded Truss Anchor FL1901 Windows Single Hung-Series 1100/1900/1970 General Aluminum Co. FL8359 META20 Embedded Truss Anchor FL1901 Windows Single Hung-Series 1100/1900/1970, General Aluminum Co. FL8359 LGirder Ti MGT Medium edown FL1423 MSTA24 Strap Tie FL1 901 1450/1550/1570 MSTAM24 Strap Tie for Masonry FL1901 Windows Single Hung-Series 1140/1440/1540/ 1940 General Aluminum Co. FL8359 MSTC28 Strap Tie FL1901 Windows Single FL8359 MSTC40 Strap Tie FL1 901 g e Hung-Series 5000/5300 General Aluminum Co. MSTCM40 Strap Tie for Masonry FL1901 Windows Single Hung-Series 5000/5300 General Aluminum Co. FL8359 MTS12 Twist Strap FL474 MTS16 Twist Strap FL474 MTS18 Twist Strap FL474 MTS20 Twist Strap FL474 MTSM16 Twist Strap for Masonry FL1423 PHD5 Holdown FL503 PHD8 Holdown FL503 SOS'/.x1'/ Strong Drive Screw FL1463 SDS%JC2' Strong Drive Screw FL1463 SP1 Stud Plate Tie FL474 SP2 Stud Plate Tie FL474 SP4 Stud Plate Tie FL474 SPH4 Stud Plate Tie FL538 gS ST6224 Strap Tie FL1901 n THA222-2 Joist Hanger FL474 S is 3 cz SHEET NO. uJ P1 3