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Plans 1960 Park St (vault) s I€i� 9 01 s 1 i1 �, 1 3 - Exposure C Mean Roof Hoc" 30 /\A V L VJ �A V f \ 11 AZ Kf\ \V O Multiplier t4.4 GCPi 0.55 Portia!Y Enclosed L \ ''^N Wind zlln2 x'20 Q� k%' 9 •' � ; � a # # � � I f�.. Interpolated frocryl Florida Building Code Table1606.2b 8 ASCE 7-98 Tales 6.3a&63b \ \ \ v x Exposure'C"Wultipliers from Florida Building Code Table 1606.2d(r applicable) z W I li.ry DESGN DESIGN WINDOW/DOOR = t 10 WIDTH HE7tbNT AREA WINDZONE Zone PRESSURE PRESSURE DESI6NATI _ L �. 3 6.!667 20 120 END 46.6 581 5 t6 30 120 END 45.5 Longiiudl Windows r — t t Q� ti na € { ,E , t•, F': 4.5 f6 27 120 END 45.8 56.6 Right Side Windows t�a i I - t 6 t 3 1 2 x. O I /b 36 120 END 44.9 54.7 Left Side Windows � t p O t 68 0 �6 i. N S N I 1 �a or Sadr 1e Phi IRo � t � a� o � I� t�, t L ;, t + i x i 1 S e t I O x $ N BEAMS 12 i' t 4— �,11# EDGER �� IN th In ula ed Pa el e D t� N tri 3 � L I t O p #^ 120 mph Wind Zone Exposure CONVERTED TABLE o t t O Frami I I Member Zones an Multiplier Multiplier P t i — r i P PSAN REFERENCE t ;O I E n v � I w t , t i I t° 2x4x t �fl i I I , 5'86 1 0.94 5'-4" 3.2.1-120 T LW I -� I �a t 11 t � I ,!: l IIttI f t 2x d ea / 2 POSTS 1 "C" - - - - - ---- 9 --- - - - - - - 3' ,i{.. ; a ,: I I X II In in o 5 3 N i+ �� — — — — — @@ � ° Frami 120 m h Win Z � n� P d one Exposure Converted TABLE „ 0 Member Zone Span Multiplier Multiplier Span REFERENCE 5� p�� o �I dl I i lf 5 0 5 0 5 ® c N i trt '�I,H,' k ttnls tI. I. 2x5x.0ft 11'1B 1 0.94 10'5" 3.2.5 20, 0„ w �.�p .�. � yea G I 1 ((�� f 1, j I I I .; lx f /-� ,.,,z� ////�/Yr L L (I. Ll ��0 BOW V �> > O € f: 3/16" = 1'-0"SCALE ' >L I Ii II I l L L •. 1: ? I ,k i I >S N 1ST +� 11{ 1 F U �� Q I k# v 3"x 12"x.030" Industr Standar 1 'Riser Panel Roof v v *' j I t 1 \ s- 1 ,t X Op�aa /// / T7 / / k � V U U t I,w v ri 111 II�t, 1 ) t / \ / \ / / \ \ \ � \ W H 1n I•: I I in u7 In N {{ CL O \ I I OLL 5' / A 5' \ 5' / A 5' / A 4' M3O \ 4, M - z I01 t v E E E E U Q y � „ � \ O V / V O V / V / \ W I— O U U / U V / A f V Z H , = m m m Cf) N I Z W >- /X\�< — r: ........... x / x f /iii .� .. ... N N •/............. N /•////////// W � 4 /i. f�iiis��lrii o _ m t+ 't•1 I �. �,hr, v� I , ;'I 'I E 6: W F- , I b Local Juri5dictlon L > 4' Nominal 51ab or Footing a5 Mandate Y � W w o „ , II 1 I' Y I�t, I� 4�1 4 12' 0" 20' 0" 12, 0,. o W _ w 00 Z W rn Z .0 W C3000 F36c�1© DD©g©OBoo QB a� IIB�Io DO©tyoOBoo � 600g6dod1600� ©Oo�od6o© q � I 3 w o S P i P IG' 0 Q J m I I III pp 1" s , �� L SLIEST 1 2 7 2009 :7 DESIGN CRITERIA: VELOCITY ZONE: 120 MPH EXPOSURE C j WALLS: 42 PSF - ROOF: 50.4 PSF / IMPORTANCE FACTOR 1.0 11,rlf ,. i I '.,.1� .k ` H111 ,r :'r `¢ I Ii' .•'. f1 :I I: t yy I { a s - I II i I STS A UvkUA F Mulkier 4 i 0.55 Partially Enclosed 4JL X Wir Zone 120 V A A A A A A L W Inte"ated from Florida Building Code Table1606.2b&ASCE 7-96 Tables 6-3a&6.3b V A A A > Qj - [I ExMsure"C"Multipliers from Florida Building Code Table 1606.2d(If applicable) (L I r it I„ POSITIVE WGITIVE r 1 fl in II { is DESIGN DESIGN WINDOW/DOOR i I o WIDTH HEIGHT AREA WINDZONE Zone PRESSURE PRESSURE DESIGNAT.[ONiN •� '' I I- :{ ;' Ii' 5 6 30 120 END 45.5 56.0 Longitudinal Windows ---� 3 6.667 20 120 END 46.6 58.1 Door 'IE�,IG IIIliIII d�j{I1!I{Ijjl1jj+,!j�,,III'.II. ,ti1`,I„i{Iy.,,,.---:.L.':,1IkkI�;���I,iil.4t�,"rit�su�in�1s��a''�o•,'i{tIiEIti'rt `';�.;!iI,'...:,,.•a''„,I,„LIr I $. \ A\A\\6\\ \\\2\\7\ 1/v2.0 ED\/ A 45.8 5 6.6 Right-A Side WiruowG�s Px.�-.. .©_ fL�I./—.Ia.r 3' 12' . It1 OOO 68ii f 54.7 Left Side Windows �6 6 36 120 END 44.9 0 ar I8Fn- I Ro5 ro ° OO \://•V/iV/l' /i/\/i\//i/i \\ \\\\\v AA�\C��d✓L—\ \v\ , Oo4 -5NlFLL-- Iy>_(n pj J b1cSLO� T r N Ith Ix n ulaedPa el p'e DtlSetlO x 120 CrEDGE BEAMSryE �d�TABLE o =Framing 120 mph Wind Zone Exposure CONVERTED ENCE EFER LMember Zone Span Multiplierup� t2x4x.050 5'8B 1 0.94 6- 3.2.1-120 T LW 4 2 5v is2d ea r n o 120"C"IPOSTS X II In � Framing 120 mph Wind Zone Exposure Converted TABLE 5' 0” 5, 0” Member Zone Span Multiplier Multiplier Span REFERENCE 50„ 5, 0„ is2x5x.050 11'16 0.94 10.-5. 3.2.5 Li ' ' So Cy > 3/16" '-Oa" SCALE j CL T < 7dardnel RoofanPa 0 Indstr 3 x 12x.03 /=D //o 2x3lGi t, i U (L _j LL Il z 4 4' 6"5' 6' 5' 01 01 z' � 6' E 0 W oE Cl O ZF- F- LU IL w }Q IL L IjIII�III'II :I ' AAA •/.a//o//a//a//II/ec]© ©ao�aa6o /_ r-//./././././././././././././. A.�. �/ �........[.�...... NBUo~I�L Dn/iNG iE � , 5Jz A E (LJE0> To........... xx i if 0W x andated 19 Local Jurtadlctioninao4 NoW 12' 0" 20' 0„ W 2' z aSio 10 EtzX[ CITY o o 3mOFFICE "It _j cl� 0 -Z U (L J OZJUN 121005` -JUN 7 5 — 0- # I,I II,,II 0 , I v DESIGN CRITERIA: VELOCITY ZON 12 MPH EXPO URE C WALLS: 42 PSF ^' ROOF: 50.4 PSF I ORTANCE FACTOR I.q) I I a &IJJfhf ,a'. ! I, t; ^t I MAP SHOWING BOUNDARY SURVEY OF � r � C + )' I^ I ll, � � ,r.,a.,. i l I i �,^ : 'I ♦ � ', ', ', :. ;,I, z i' s THE EAST 100.0 FEET OF LOT 5 AND THE EAST 1 rOT 6, BLOCK 2, DONNER'S REPEAT UNIT NO. 2. „I I I I I I I I• r E E S 00,0 FEET OF L 1 I I AS RECORDED IN PLAT 'PUBLIC RECORDS OF DUVAL COUNTY FLORIDA. L BOOK 25, PAGE 68, OF THE CURRENT .: •,,p j' #a's„` �� 1: I ',. .''. Vii' I,,. I :. '. s, - .. I ,: 'I 'I :, �s ,.II:'i Fl ,, i I _..1, I I Y+°+,I... I, II �.F I ''I '.. I ., i.�,.�"�`.. ,. ., X •�,, .. � � .<, i '', 'I, CERTIFIED T0: 4I I I I r= IDA WHITFlE D 7 ESSORS AND OR ASSIGNS ,,, " ,- ' f ' - • .;,11,,1 ;„ I . ", _ 3a ;, I �• , :I I ' AAMES FUNDING CORPORATION, ITS SUCG� TITLE CLEARINGHOOSEI I l ' UNIT NCE COMPANY I I ED GENERAL TITLE INSURANCE r I aj, If'' 106.00' (PLAT) .i T . ' 53.0' 53 0 13 I f III pkpv , ' C ' I f, 1 rrIIi4 €,#r IiIIII 1I II1IIII , , l, , li �1 I - h< ( N< �� �HQ .. LOT_7 . WEST 125.0' VEST 125.0' BLOCK 2 LOT 5 LOT 6 I BLOCK 2BLOCK 2 if LEGEND: R RADIUS LENGTH X FENCE NCE '�CONCRETE II I, IIIII II, I II u11tI#Ij�113{yItShIa,1111EtIs`( .I,tP,8„j'I';i•.� 'ISII1,'I�lilI�1I ,,,IIII I,IIIIIIIIIII dIIIi;I{I(atok1!{I�,atlIiri,. . #� 17549 - .- NJ 0 NN 0 aop I7 N R—A T�I ,- H, .. ”A 1 " IN I" - f a�0N0. .9n`M d•NOr3'6r� 5 d't $ � � wvFwv if I ( LAT)T 46.00 AV, BLOCK 2 N 00 07 27 W 106.19 ,MEASURED X F VND t/2�f.QOFOUND 1 2' IRON PIPE CAP DESTROYED or oCAP DESTROYED W SHED ON CONCRETEyEAST 100-0 v3QLOT 5 X EAST 00.0' Ww BOCK LOT 6qiBLOCK 2 O b 20.9' O 2Sr O G 14A'ONE §TORY I: oFR� ME3 w STEDN0 �O 00 39.77' Do ; I STEP4 0) p , 00OD x 116S3-O' 70' 53.0' L X t 314.50PLAT FOUND /2' IRON PIPE NO IDENTIFICATION FOUND 1/2REBARS 00 00 00 E 106.01 MEASURED) NO IDENTIFICATION s PARK STREET 106.00' (PLAT) (50,0 RIGHT OF WAY) O NOTES_ ED1, BEARINGS ARE BASED ON THE _—A _S_M_ BEARING OF 5 0 00 E REVISIONS AldNG THE ____ --- ----_ _ CEL.EASTERLY BOUNDARY LINE OF SUBJECT 2. By GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS LIE WITHIN FLOOD ZONE X AS SHOWN ON THE DATE DESCRIPTION PANELNATtOVAL FLOOD INSURANCE MAP DATED APRIL 17, 1989. COMMUNITY NUMBE_ 3. THIS SURVEY REFLECTS ALL EASEMENTS & RiGHTS OF WAY AS PER RECORDED PLAT */OR TITLE COMMtTM NT E UIF SUPPLIED. UNLESS OTHERWISE STATED. NO OTHER n TLE VERIFICATION HAS BEEN PLSRFORMED BY THNDERSIGNED 4. THIS SURVEY N07 VALID WITHOUT THE ORIGINAL SIGNATURE AND EMBOSSED SEAL OF ?THE CERTIFYING SURVEYOR, DATE OF FIELD SURVEY: 06-43-02 UE: 06 05-02 EFS30' r, ALE: i. 1CESTIFI A IE if 2522 Oak Street HAT 1Ht5 SURvEyw E UNDER Mr RESPONSIBLE CHARGE.,. { HERFE11 C EIFY MJockaonwJacksonville. FloridaFtondo 32204, NO UN TECHrorCA�� SET FORTH 8Y THE FLORIDA AOARO ­MAL SURVEYORS 90a-389-59$9 IN CHAPTER 6iGt —6, FLORIDA PURUANT TO SC2, FLORA STATUTES.-39-6175(Fax) 904 t A♦LICENSED BUSINESS N 6702 RFGIS RED SURVEYOR AND APP RB79 E OF FLORIDA if , LAND SURVEYS O TRUTION SUIRVEYS SUBDiV1S1 SCANS ,.".., „ ,+ 1I�rc`I.'s6 I j �II II � I w,e '^ "I : I, I a, I 'I I I1,:III 'IIII I, IIII.III.IIII,.II I:I:IIIIIIIII'IIIf ',,I:II'IIII ,L r ' I I f I i I 1 I s FI f , a 1 t I ,, I I r 11 r; ' I I I f i kip i l - I I ;'. ,;, '..�.,I .^:.,•, a� � 1 i t'I - .I f 1 .. „I=,.' : . , lit t it I ANCHOR SCHEDULE ANCHOR SCHEDULE r' FASTENER MA>aMUM SPACIN(C(i(VCHES)REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS FASTENER MiWMUM SPACING(INCHES)REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS €II E w 3/4 EDGE DISTANCE t,;,. <; rIE •i€. 3 5I f i - � { I 2" EDGE DISTANCE 3 EDGE DISTANiC ip.,I,.. r w l7D f ' LOAD Lj I� ;°E; k W LOAD l SPANS UP TO ? "4.,. + I Z p SPANS SPANS UP TO SPANS UP'TO SPANS SPANS UP TO - f- t- tW) SPANS SPANS UP TO SPANS UP TO { - 3'-0" TO 5'-0" 8'-8" 12' 0" u 3'-0** TO S'-O- S. -8. 12*-0 F u 3'-0- TO 5'-0" 8''8» 1Z'"0" a R TYP (SEE NOTE 1) X > ANCHOR TYPE P.S.F. SEE NOTE 1 OTE 1 SEE NOTE 1 ANCHO E P.S.F. OTE 1 SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE i) ( ) (SEEN ) ( ) v ; (SEEN ) ( X MAX- Uz t3 X o: MAX. u+t. k J' 1i TI z CONNEC ON SEE CONNECTION r k` w f CONNECTION CONNECTION CONNECTION N ( CONNECTION CONNECTION CONNEC O Z� In (SEE CONNECTION CONNECTION C TYPE N 1 P P -ae a! - c h. i jl r3 OTE ) TYPE TYPE TYPE _W m NOTE1) TYPE TYPE TYPE TYPE TYPE NO W SEE NOTE 3 EE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE TE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) �. 1 , SEE NOTE 3) ( ) (S U .,.•_ ' , .i, , ,J E ClC2 C3 C4 ClC2 C3 C4 C1 C2 C3 C4 C1 C2 C3 C4 C1 C2 C3 C4 Cl CZ C3 C4 Cl C2 C3 C4 Cl C2 C3 Cs C1 C2 C3 C4 wt- I 0 j i 18 13 8 14 1 1 12 12 12 12 12 12. 1 1i 1 ~� 27.0 18 18 15 18 18 15 9 16 18 10 6 11 18 18 ,8 i8 18 18 11 18 k 21.0 12 2 2 2 1 <o w °, ; '"; ; I ( 7 13 18 8 S 9 18 18 15 18 18 15 9 16' 18 2 33.0 12 12 12 12 12 12 12 2 2 12 9 9 V� < k 33.0 18 18 12 18 18 12 m 1 t 1 1 18 0 6 11 38.0 t2 12 12 12 12 12 10 11 12 12 8 B , r 1/4"•ITW 38. ,8 18 1, 18 18 10 6 11 18 8 5 9 18 18 3 8 8 3 7 t4 c-e W000 LAG w/ J 1-3/L"MiN. THREAD TAPCON OR PHILLIPS 18 f0 6 11 4 .0 1 12 12 12 12 12 9 9 12 12 8 8 - �e `' n 1 9 S 10 18 8 S 9 18 18 12 18 18 11 7 1Z' EMBED.SHEAR PARALLEL 3 2 W > FLAT HEAD TAPCON 43.0 18 16 9' 17 8 o Q m 'MI 1 OR PERPENDICULAR . W/.2 N.EMBEDMENT 78. 18 9 S 9 t8 8 5 9 18 8 5 9 18 1i 6 12 t8 10 6 it 18 0 6 11 O TO WOOD GRAIN 78.3 12 12 9 9 12 12 2 12 8 8 (MIN.3.�0 P S L CONCPIETE) 3 . Q I z 18 7 4 9 - t t , t 12 1 12 10 12 12 12 7 11 l.Y. € 27.0 2 2 2 2 Z 4 10 15 5 3 7 18 17 10 18 18 10 6 12 27.0 18 14 8 17 18 8 3 Z W e y; k., 11 f 1 6 3 7 1 1 1 1 1 12 812 12 i0 6 9 U o • ,r I' '1` € 33.0 18 11 7 14 17 6 4 8 12 4 b ,e t4 8 18 18 8 5 10 6 ,,, 33.0 2 2 2 2 2 -� a t5 5 3 7 38.0 12 12 12 12 12 12 7 11 12 10 5 9 �- ' I., 38.0 18 10 6 12 15 5 3 7 12 4 5 18 12 7 15 18 7 4 9 vc-e EL[o MALE/FEMALE w a I' I' % i'': I # �, J ��; 1/t-e POWERS FASTENING 7 -PANELMATE'w/t-7/t- N � k h ,j• . �' ZAMAC NAIL-IN W/1_7/e- 3- 6 12 4 5 18 11 6 13 17 6 3 7 15 5 3 Mur.EMBEDMENT s vr._zo 43.0 12 t2 ,1 t2 12 11 b 10 12 10 S 9 I; 43.0 18 9 5 11 '13 5 :I MIN.EMBEDMENT MACHINE SCREW W/NUT �W� Z 7 1 7 15 5 3 7 78.3 12 10 b 9 12 10 5 9 12 10 5 9 Zz s #r I r 78-3 13 4 6 12 4 5 t2 4 5 16 6 3 5 5 3 4:, { ® (MIN-3.000 P.S.I.CONCRETEI Y D A 1819 5 11 W 27.0 18 18 10 18 18 10 6 12 18 7 4 9 18 18 13 18 18 13 7 15 18 7 4 9 J 33.0 18 15 8 18 18 8 5 10 16 6 3 7 18 18 tt 18 18 10 6 13 <J 18 7 4 8 w w •I`..;, ' , : t. V vt.-e POWERS FASTENING 38.0 18 '13 7 t5 18 7 4 9 15 S 3 7 18 t6 9 18 18 9 5 tt t v Z m CALK-IN W/7/e"EMBED. i Q Z 4 4 1 18 7 4 8 d a ! ' 4_ A T - 4 1 17 6 3 8 15 5 3 7 18 t 8 17 18 8 0 .. ! v SIDEWALK i, 6 3 s zo slo BOLT t [. f O E L 3.0 8 - } /4 e H I a 13 EADI p,. , i ,.7, •I ; ul.`.. G{I 1 J _ ,... ( '€_ LI j V 78.3 16 6 3 .7- 'I5 5 3 7 15 5 3 7 18 7 4 9 18 7 4 9 t8.. 7 4 8 (MIN 2 979 P S1 CONCRETE) (t m 11 6 17 18 8 4 12 18 18 14 18 18 14 S 18 18 10 6 15 �2O ,? 27.0 18 18 11 18 18 �}. a k,e,.,1 18 8 5 12. ANCHOR NOTES: m 33.0 18 16 9 18 18 9 5 ,3 18 6 4 10 18 18 12 18 18 11 7 t7 IJ i ; _ ' 1. SPAN AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. a W t I.',r I k. k 18 8 4 11 5 !. F- C fL I, 7 9 18 17 t0 1B t8 10 6 15 vc-e MA MA 38.0 18 16 8 18 18 8 4 12 1 6 3 ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE Q, EL[0 LE/FE LE I to I °,, 1' -PANELMATE"W/1-3/1.-• 18: 8 4 11 SHOWN IN TABLE 1. Z ] # I ' 43.0 1 1 7 18 18 7 4 10 17 6 3 9 18 15 9 18 18 9 5 13 ;o „ 1 [' I A + ' MIN.EMBEDMENT i 1/t_20 8 2 Q Z. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATER L Lp 0 r *,. MACHINE SCREW WI NUT 18 8 4 11 � m J # 4 10 '17 6 3 9 17 6 3 9 18 8 S 12 18 B 4 11 ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN 0 i (MIN-3.300 P.S.I.CONCRETE) 78.3 18 6 AGREATER 1 G¢ 8 ! Lf T NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN I G ! EQUAL O EG EOE G EN I., ii,, 4• ! 27.0 18 18 13 18 '18 12 7 13 18 9 S 9 18 18 16 18 18 16 9 16 18 11 16 11 THAN OR EQUAL TO SHUTTER SPAN. O 7 }}}? 1 '18 10 6 10 18 7 4 7 18 18 13 18 18 13 7 13 18 9 5 9 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. J 0 33.0 18 18 10 8 I 18 9 S 9 4. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR W000 FRAMING c r k s J 1 1 9 5 9 ,8 7 4 7 18 18 11 t8 18 11 6 tt 'a a [ ., 1/4-ePOWERSFASTENING 38.0 18 15 9 16 8 REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF LOK/BOLT SLEEVE 18 9 5 9 EXISTING STRUCTURE. N' W _ 1 f ANCHOR w/1-1/16 MIN. '43.0 i8 14 8 14 '18 8 4 8 18 7 4 7 18 17 10 17 18 10 6 10 I L EMBEDMENT 18 9 9 5.. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' j i iQ: M tr$ �Ijf ? IN a 78.3 t8 7 4• 7 18 7 4 7 18 7 4 7 18 9 5 9 18 9 5 9 5 RECOMMENDATIONS. ; i iN�� � 'o ilo► „t a i Y (MIN. .000 P.S.I.CONCRETE) „�, I '4'. ! it a y, ' 9 3 5 MINIM M EMBEDMENT ANO EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. _a =N. � _!„ L, 27.0 18 6 4 10 IO 3 5 7 � 4 18 8 5 12 13 4 7 6 U 7 4 H EXISTING STRUCTURE IS WOOD FRAMING W000 FRAMING CONDITIONS im!!.I .. a< J 7. WHERE E S G mNa . tt 4 6 18 7 4 10 10 4 6 < .I a� 33.0 14 S 3 8 8 3 3 • ':'�i '' r ! � ' ''' VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING iCl I<ta+,e'NI t,a,a , .,<F.<iia. tZ i;s fl ;r i T NIN T P YW 1 A PTA ON Y FOR iG: L•-i a. :a�tc I 4 3 16 6 3 9 9 3 S 7 4 MEMBERS. NOT PLYWOOD. FAS E G O L 000 S CCE BLE L IW a( ,3�I<� i t r a 1/t-e ITW TAPCON 38.0 12 4 7 7 5 SIDE CLOSURE PIECES. `I OR PHILLIPS FLAT HEAD .r. a 14 4 7 4 APCON OR 1/4"e ASMLE 43.0 11 4 6 6 3 5 3 5 3 8 8 3 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER 1 +la „':'', QUICK-SETS SCREW W/ SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) W000 STUD. 3/4." Itol,rt-aa : •;•a. , G 3 5 .3 7 4 7 4 MIN.EMBED. 78.3 6 3 5 EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. W000 STUD SHALL 8E I er.e Bee. HAV EO R AT R DENSITY. A SCREWS HALL E ' `�7(� I� � ! ` ; I ! I , {" �• °'' Y "SOUTHERN PINE" G=0.S5 OR G E E OE 5 LAG E S k ,. -. ....e, 4 10 15 S 3 7 18 17 t0 18 18 10 6 t3 18 7 4 9 27.0 18 13 8 18 IS 8 PHILLIPS PAN HEAD OR HEX HEAD. .»=N •-.e�- k ` 8 12 4 6 18 11- 8 18 18 8 4 11 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN lad Lie ' „' ,I •, 'I ' �• �; J 33.0 18 11 6 15. _'17 6 3 I a n,n r•. e•n e• '.' I '. 1; 1 k ;. BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD, OR WAFER f . tr .f •1 3 7 11 4 6 18 12 7 '16 18 7 4 9 S HEAD (SIDEWALK BOLT). U.O.N. fP. W 38.0 18 9 5 13 5 5 1/4-e POWERS FASTEIWNG - ..,;,.. ZAMA NAIL-IN W/1-i/6 14 5 3 7 {NEZ [ 4 6 11 4 6 18 10 6 14 16 6 3 8 1 SI NAT S ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. { v.J. MIN.EMBEDMENT 3.0 18 8 5 11 13 5 3 0 OE G E Gr if Q 7 14 5 3 7 ® s 78.3 12 4 6 11 4 6 11 4 6 15 6 3 8 14 5 3 ' < n s !< U me MACHINE .L Lle No., k 11. DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING M C Z 7 5 I P.. X983 t-4 ` 14 , 8 3 S 6 4 18 7 4 12 10 a 7 SCREW, NUT OR WASHERED WINGNUT. I t , ' ' 27.0 S 3 0 l ;I 4 12. FOR LOADS GREATER THAN THOSE SPECIFIED IN THE ANCHOR SCHEDULE. SITE ,( I�dU 33.0 12 4 8 7 4 5 3 15 5 3 10 8 3 5 6 SPECIFIC FASTENER ANALYSIS SHALL BE PREPARED BY KNEZEVICH tZ, 1/R-e POWERS FASTENING 38.0 10 4 7 6 4 4 3 13 5 9 7 5 6 4 ASSOCIATES, INC. fvt! �` , 1l 'i. '^I r,fi,:, E1 •' 3tF,,.':' ' 4 O CALK-INW/7/e"EM D. 13. SEE THE APPROPRIATE SBCCI PST & EST OR NES.EVALUATION REPORT' ON -� svL- SIDEWALK BET 4 3 11 4 7 6 4 6 4 THE SPECIFIC FASTENER FOR SPECIAL INSPECTION REQUIREMENTS.WHEN J 20BOL 43.0 9 3 6 5 3 O 13/4-eHEAD) 4 REQUIRED AS WELL AS FOR INSTALLATION, LIMITATIONS &.IDENTIFICATION -j oda-t-e 78.3 5 3 4 3 4 3 67// 4 6 6 4 PURPOSES- I I c to/�B; 15 S 3 8 t4. FASTENER MAXIMUM SPACING ARE BASED ON FACTOR OF SAFETY OF 4:1 ON fsz�te 27.0 18 13 8 16 18 7 4 9 14 S 3 6 18 13 8 18 18 8 4 11 TENSION AND SHEAR VALUES WITH THE EXCEPTION OF THE 1/4"0 WOOD I + q ; I , --,: 'J. ;,t+ ` 33.0 18 11 6 13 16 6 3 7 12 T• 5 18 11 6 15 17 6 3 9 t2 4 6 LAG SCREW WHICH IS BASED ON NDS REQUIREMENTS. �a.��b r� c.<ve vitic} ® _.Jt� t �.r� :!�i F• 9 j'' I ' , Ii ' i + 1 1/6-e OMALE/FEMALE 38.0 18 9 S 11 'Ib 5 3 6 11 4 5 18 9 5 13 15 S 3 7 11 4 6 dra•rfe0a, � ELC ' r i k'r i� (#s°` I -PANELMATE-W/1-1/4- J;,, MIN:EMBEDMENT i 1/4-20 43.0 18 8 5 10 '13 4 6 11 4 S 1B 8 S 12 13 5 3 7 4;' ° t - ;4= MACHINE SCREW w/NUT 1t 4 6 STANDARD BU/LD/NG CODE (ssrJ�i2-s91 97�4�7P G til, CII` R 78.3 1Z 4 5 11 4 S 11 4 S 12 4 6 11 4 6 4 6 snee_ f 7 �'�3 '��'ar ! iI { r � II tI<.., �4h � i +; lrF. I �r•se.d ! : CLEAR POLYCARBONATE PA�INELS WITH ALUMINUM PANELS f, PATENT PENDING (60-218147 If uj , i I a I � �a r t Qo o 1I { fir- aj r e < . ui s NQ Q W ANCHOR SCHEDULE FOR E1 81 E2 FASTENER MAX.SPACIN .)RE R V i LOADS S a fIV 1M LOAD MIN.2Y EDGE DISTANCE MIN.3Y EDGE DISTANCE z z PANS UP TO ANS UP TO T PAN YI p ! D cc (W) s SPANS SP w o SPANS UP To U o o ! skis _o- r-to- s•-r r 1 ANCHOR SCHEDULE 0 i !' ' 1 . z P.S. o• N LE FOR E7 & E2 (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) a 3 �h I l it II 1 C3 ANCHOR TYPE MAX.I w = 1 r .I O CONNECTION CONNECTION CONNECTION CONNECTION MIN. N LOAD 3✓4Y EDGE 01ST. i ( , TYPE TTPE TYPE TYPE W W au (W) SPANS UP TO SPANS UP TO NOTE (SEE NOTE 3) (SEE NOTE 3)' (SEE NOTE 3) (SEE NOTE 3) O Q Z z 6'-0- T-10- ' O 44 E Z A 1p +r 13 i} E 1) C1 C2 C3 C4 C1 C2 C3 C4 C1 C2 C3 C4 Oulu C3 C 5F Yo 99 V ANCHOR TYPE MAX. t) (Sr .No7E1) :I' t 17.0 1 [. 11 1 1 O CONNECTION CONNECTION 'I, TYPE TYPE j ! l 2 12 5 2 8 11 6 2 7 2 10 12 5 12 8 (SEE NOTE Q W Z 33.0 12 4 12 7 9 3 9 5 12 5 12 8 11 4 11 61 co NOTE (SEE ) (5E NOTE 3) w w I 1) 1 J ZJ 38.0 C C2�C3 C4. C1 CZ C3�C4 oQi { t 4- 10 4 10 6 8 3 8 4 12 5 12 7 10 3 10 5 / m ITW TAPCON 27.0 1 YD a. .+ 1 W/1-1/4"EMBEDMENT 2 12 12 12 12 12 12 12 4 0 3. 9 3 9 5 7 6 4 11 4 11 6 9 3 7 5 33.0 12 112112 t2 12 t2 12 12 �i m 78.3 S 3 3 5 3 3 7 4 4 7 4 4 vc-m w000 LAG SCREW O`' oo a - /MIN.1-3/4 THREADED 38.0 12 12 1 1 1 1 1 1 2 2 2 2 2 2 { ! Y 27.0 12 4 12 8 19 3 9 6 112 $ 12 10 11 4 11 al PENETRATION J N I SMEAR PARALLEL OR 43.0 12 1 1 1 Q w 0 33.0 U 2 2 2 12 12 12 10 i h O 10 3 10 6 7 7 5 12 4 12 8 9 3 9 1 61 Q PERPENDICULAR TO _ J 78.3 lh Q t/4-m POWERS CALK-IN W000 GRAIN 12 12 12 8 12 12 12 8 to Z; A i .t W/7/8-EMBEDMENT 0 « 38.0 Q I 3 t „I €�i a'1 ;I'I 1, 1 tU 8 3 8 6 6 6 4 11 4 11 7 8 3 8 5 `r 27.0 12 12 12 12 12112 12 12 �o I F ;r. I i 1/4-20 STAINLESS 43.0 7 7 5 5 5 4 9 3 9 6 7 m 0 iIf STEEL MACHINE SCREW f 6 5 1 '� � 33.0 12 12 12 12 12 12 12 12 �Q d • ; 78.3 4 4 A. 4 v4-m ELCO MALE/ rl �I Z FEMALE-PANELMATE-W/ 38.0 12 12 12 12 12 12 12 12 h } v O ,t 27.0 12 11 12 12 12 9 t2 10 12 12 12 12 12 11 12 12 1-7/8 MN.EMBEDMENT �n -•I 0 i 1/4-20 MACHINE 43.0 12 12 12 12 12 i 12 11 0 33.0 1 1 11 1 1 1 Z o d { 2 9 2 2 7 2 8 2 12 12 1Z 12 9 12 10 SCREW WITH Nur .. I va-m ELCO MALE/ 78.3 12 10 12 9 12 10 12 9 FEMALE 38.0 12 8 1Z 9 12 6 12 7 12 10 12 12 12 8 12 9 TL '.. e J 1-1/4 MIN.EMBEDMENT g . (1 i 1/4-20 MACHINE 43.0 1 7 1 1 1 1 N�s_15_. �a 1z, o"I I 2 2 8 2 -S 2 6 2 9 12 10 12 7 12 8 .� pp S SCREW WITH NUT 7 ai E' GII '�, �, 8.3 12 4 6 S 12 4 6 $ 12 5 8 6 12 5 8 6 `I,�,o�<� : ! {: € <a<I 27.0 12 11 12 12 12 8 12 11 12 12 12 12 12 11 12 12 •.. iaas� ANCHOR NOTES I ..:... � 330 12 9 12 12 12 7 12 9 12 11 12 12 12 9 12 12 1. SPANS AND LOADS SHOWN HERE AR F R E'atii �IL >� ii E O DETERMINING ANCHOR SPACING ONLY ++..a; ,s E�I • �{; a 1, '.,,� w F ::4� � I € .I'y, , � ,�: .. 11 '.. !'., ,I � I � � 1 a a 1/16-0 FOR CLEAR POLYCARBONATE PANELS WITH O • a� i' .. l POWERS 38.0 12 8 12 11 12 6 12 8 1 1 1 1 1 R WITHOUT ALUMINUM PANELS.ALLOWABLE --- t2 0 2 2 2 7 12 t0 J, 4 ![f 9 ( 1 2AMAC STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN - o.io slelel ::E•8i r . is i�ik ;` I 111 ill '• i ,'' F i,i',i a. >, r ' ;< I NAIL-IN.w/ 1-1/8 43.012 9 12 1 12 7 12 9 12' S 12 7 2 12 7 112 1 9 TABLE 3. > 1 I n g I MIN.EMBEDMENT N O- 2. SEE PAGE 4 FOR ANCHOR NOTES 2 TO 14. 78.3 12 4 6 6 12: 4 1 6 6 12 S 8 7 12 5 8 7 � '� 4 1•. � I � li! li�;� I , , , , � � CN�nlam •mewl '. E ..KN - .i;H {�r I r l ZZR NO` . PE44 V. 383 I� } I 9' p p "� t f �� .r" E 1 {I it � 7 I f � ,I V,-r I ', ;Jae 4y♦10/981 r I d o y ]] i91 �(ryrr ravn i dsa.9nby i {{ •5 N 0�� ML� 0VJK Ana ed byl -99 Sh[ 4Q7P tSSTQ 7zSTANDARD BU/LD/NG CODE ef 7 cpf 7 10/tt - !, � �! � � ;. i,t�j{�{jJ{�' �'';t � ! li�i I, ;' �I I •� ' y Vii;, : I II j � ' L X00 16:15 1 k I \ \ I s ; t a { f ; Exoosue C Mean Roof Hel 30 EINCAA \v D\\ o vN v xpvs � , � , N F'j I s Multiplier 1.4 GCpi 0.55 Porliolly Enclosed \ \ \ \ L- Wind lane 120 A V A \ X Interpolated fry Florida Building Code Table1606.2b 8 ASCE 63b 7-96 Tables 6-3a 8 \ \ V V A \ \ (� Exposure'C motipliers from Fiorida Building Code Table 1606.2d(N applicable) L a � POSITIVE NE6I7IVE 1 i LL DESIGI ?O Q N DESIGN WIDOW/DOOR Q WIDTH HIE•IGHT AREA WINDZONE Zone PRESSURE PRESSURE DESIGNATION L � _ -T- 5 5 6 30 1 0 END 45.5 56.0 longrtdrlal Windows j I i 3 45.667 20 120 END 46.6 58.1 Door 4.5 6 27 120 END 45.8 56.6 Right Side Windows 1+a 1 7 I g 10 3' 12'x. 15 r o 1 68 _ cv ;�� b 6 36 120 END 44.9 54.7 left Side windows 1 Jl 1 In d' F�� I o °- 5 a d� r I e P 1 R O or d O to (f1 EDGE BJEAMS 120"C" - �cV P a 1 5 heet I O cV f Ith In ula ed Panel D 3 Framing 120 mph Wind Zone Exposure CONVERTED TABLE 0 , 1 fl 41 Member Zone Span Multiplier Multiplier SPAN REFERENCE 1 1 ;O l 'I f ,.I 91 li i ilr 0 1 1 i = (!7 m D '' 8 2x4x.fto 5'8B 1 0.94 5_4" 3.2.1-120 T LW'4 1 y' 1 1 9 o is 1 t� I ! 2x d ea 2 9 N u POSTS 120"C" - - - - - -- - - - - - ='s--- - - - - - a''�1 1, X h m m f IN I u 1s Framil{I 120mph Wind Zone g ph Exposure Converted TABLE Member Zone Span Multiplier Multiplier Span REFERENCE 0" 5' 0•. ci � �: �� I_ 'I ,� 5' 01f ff 5' 0" 5' u N f . 2x5x.l 11'18 1 0.94 10'-5" 3.2.5 20, 0' w �; x� I`. L , I i 0 > 1 3/16" L�� L 3 4 t � � I pppFFF,,, r 1 t 4 I' I' A V Rlser Panel Roof vv li 3"x 12 x.030 Indu5tr 5ta' dar v m N 777//////////// _6- F��air{C I � �,'. � ; m. I � i ; 1 O N I O O •/.//%/ I 'I I I r Z N , ( V A \ \ V J _ / V J j Ln !n ll� \ \ in 1{-6 / V 6' / Sl O \ 5' \ 5' \ 5' / A 5' / O \ 4' 3, �f� \ 4' Z E 01 o, E / / E o, 0 E / v Q \ \ Z Z O0 }q .. .... a / x /... ... X X � Z L' l �., — /................. ... u .. N / /riiiiiiiiii /iiiiiiiiiiiiiii /iiiiii//....... / /iiiiiiiii UJ 4; Uj 4" Nominal 51ab or Footln a5 Mandated by Local Jun5dlctlon > > c I I � , I 12' 0" 20' 0" W � - i 0 LU 00 Z LU z 'O iyO017( 6 oo460acfl6000 ©Oot G36ga1� II6Oo ©Oo X006©0 � z I X 0 w m � fl8 yyy I JU 8 7 2009 I Nil Ic I �+ f1 DESIGN CRITERIA. VELOCITY ZONE: 120 MPH EXPOSURE C R I.0 WALLS: 42 PSF - ROOF: 50.4 PSF / IMPORTANCE FACTOI I # Y 11 1 j' I I I r r h L f h I yt� I I Ex 1 C Mean Roof Height 30 \\ V A\ \ L \� (\V A 0.55 ►�sed E XvS I N G v , D v cc Irl MuPtiption, 1.4 GCP 4II1t V A 'V A V A :! Wind A A � 120 V \ \ X I I. \ \ \ \ \ \ \ co i WInt at� from Florida Building Code Table1606.2b&ASCE 7-98 Tables 6-3a&6-3b 1N N 1 -p N E Exposer@C'" Multipliers fran Florida Building Code Table 1606.2d(IF applicable) e � POSnWE NEGITIVE I t i = mo" M fl Q G: 1 OW DOOR �O , N GN WIND / DESIG DESIGN�I I 1 � L _ z a " ^' WIDT AREA WINDZONE Zone PRESSURE PRESSURE DESIGNATION = 1 1 COm J p `+— HEIGHT o 1 s W 'L7 LJ.. 6� 5 6 30 120 END 45.5 56.0 Longitudinal Windows 1 1 C 1 i� Z 3 6.667 20 120 END 46.6 58.1 Door Q V (D 0 4.5 6 27 120 END 45.8 56.6 Right Side Windows 14.+ 3x I h r i G� S 41 4-1 t _ (� c to 4-1 6 6 36 120 END 44.9 54.7 Left Side Windows 1 p X O 1 68 _ i0- a d r I e hl R O �J or � �+ Uj �O p O O 1 Ln LO 1 N (� to t S e t I x 1 — f0 - v EDGJE BEAMS 120"C" — iN Ith In uta ed Panel pe Lfl 0 N 1 W �_ V O L r`p '..I ..' } } I 99 k 1 1 CO (� '� Q) Q Q) ii} r.. ° r II. I. _ 1 1 1= Q� _ ,0 _ , 11 a ", Fuming 120 mph Wind Zone Exposure CONVERTED TABLE o 1 / O +, { ;[' a, ; MI®mber Zone Span Multiplier Multiplier SPAN REFERENCE 1 0 1 d o 10 5'-4" 32.1-120 T LW 4 1 i � L (n CD 0 „I 1} 21{x.050 5'813 1 0.94 1 u t ! I 1 2x dg ea / g 5 L yi4 r f i „ PO 120"C" - - - - - ---- - - - - -- -_ I III $TS o s I I I i I1 rn I r X N F%ming 120 mph WindZone Exposure Converted TABLE s L24mx ber Zone Span Multiplier Multiplier Span REFERENCE 5' 0" 5' 0" 5' 5' 0.050 11'16 1 0.94 10'-5" 3.2.520' 0" � �� � � II ,.. L 6 N p �r .I. ' ;�.' �I I '�' I� I r'i C 7 > I. pp � I PO©o Dfl��-- _ w 2 b it , p 3/16„ = I•_0.. SCALE +� a , Q and Riser Panel Roof v v N 3"x 12x.030 Industr Stan � m III s�i I. � ! l}', r i I i �..' {� I I i ,�,. i�� : ,I I I I I : � •/. //,////// \ � S I. ''.. 'I ///////// //////////// L L. ////////////// �// / /,7///// ///////// t L. '//////// •/ / // //////// \� _ III € ( \ \ \ \ \ \'C' z \ \ \ 5' 7 \ 5 / - 4, / 3, 0" 4' / o 6 / \ 6' / 5' / 5' / °' O\ H U a E E V z „ „ „ „ „ „ / / W � O m m v o N z Lj w a I, LI o m m F xx /......... x / /ii r/iiiii / //////////// //////////////// ///��........... ................. N /u .. + .....iri ir w F ! I i § I' II �j � p: 4 Nominal Slab or Footmcg as Man ated by Local Jurisdiction L Wow fo 1 w. W LU o I 20' 0" 12 0 V w 12 0 Z z II, I 10 APPROVED — w — ,;l ,r r z i` �I i � I voliBoo - I � , I e. 6©Od �36c0o ©OomoltBoo 60007Baadeoo� �Q CITY Or ATLANTIC BEACtI - � z SUR DING OFFICE - - 3 W o '� Q J m I , „rJl dt iI II 4 _ _ O JUN 1 2 1005 - - � � U °- I III: # IL y J N 2 7 2005 DESIGN CRITERIA: VELOCITY ZONE: 120 MPH EXPOSURE C WALLS: 42 PSP _ ROOF: 50.4 PSF / IMPORTANCE FACTOR 1.0 I ' 1 I I : q ;..I� FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION n ! h' FORM 6000-9T Residential Limited Applications Prescriptive Method C N ted AQP p NORTH 1 2 3 ;li, Ti i small Additions,Renovations Community Affairs t Compliance with Method C of 6 of the Florida En E Cale'may.be M by the use of Form 6=47 for adddrons of 600 feet or I site-installed com Pts pNan Chapter orgy Y square asst. of manufactured hones,and renovations to single and muMamly residences.AllemaN�methods are provided for addillons try use of Form 600&97 or 600A-97. PI ', 4 f Ir •,I,;.gE,.I\ ,,a I fG I i I PROJECT NAME• p VJPBEURILMDIETTR:N CLIMATE ADDRESS: C � ' O t ?" FFlCE: ZONE: 11:1 2 1-13 OWNER, PERMIT N0. A MIBDICTiON NO.: l � t r SMALL ADDITIONS TO EXISTING RESIDENCES(600 Square feet or less sionditloned area). Prescriptive requirements in Tables sc 1,sC 2 and SC-3 apply only to the components of the addition,not to the existi builds . S ce hes cool ,and water heating equipment efsde levels must be met on when equipment is installed n4 ng Pe tk►9, � �Y only eq P i r a, I, f I t,•,, €,' ; ,E I};. I I specifically to serve the addition or is bel installed M conjunction with construction. Components rata unconditioned es from conditioned must ' I being 1 separating spaces spaces k l meet the prescribed minimum Insulation levels. RENOVATIONS Redden ildl undo renovations cos mora than 3096 of the v I� 4. P (Residential dllr �undergoing � assessed slue of the building), k. y ss �,^ r R Prescri iremerss In Tables eC-1 and 8C-2 to the nd equipment be renovated or replaced. MANUFACTURED AN , ��., ':Ii , I f; • ,i• � I�" � II� I t, Ptive repo epPN�Y compon>ents� t>Qu Mg reply HOMES D BUILDINGS.Only ass• Installed companerss and features are covered by this form.BUILDING SYSTEMS Comply when complete new system Is kngewed. Pipes Print CK I � g $' I : 1. Renovation Addition, `Home 1. on,New System or Manufactulred , E I r 2. Single family detached or Multifamily attached 2. ^• � 1 3tI I I I ;�•ux;, III*�',` I 3. If Multifami ty- I I I I I:r r I I � II �: �I I E � I I fe I'€.I,,,t �a I,•j F� IFa I I No.of unit co verei by this tubni�sion 3. 4. Conditioned floor area(sq.ft.) 4. �,- • : 5. Predominant save 1 overhang 5. I. e Pane Double Pane6. Glass area andtype' Sin l R I I a. Clear la 6a. 6 glass sq.ft. s ft. j r f I i I t ..k G �;: b. Tint film or solar screen 6b. s .ft. � q sq.ft. I I 7. Percentage of glass to floor area 7. % 8. Floor type Insulation: ILS I I a a I a. Slab-on-grade -v 8a. R f e R slue lin.9 ( ) � I s I 1 , E � d �\ r Ie b. Wood, raised(R-value) 8b. R= sq.ft. E c. Wood comm 8c. R� � on(R-value) s ft. , I ( ) q• I t r,. L I iI f• ,f a � , I d. Concrete, 8d. - I� k• I ,.I I�. e, raised(R-value R- s ft. ' , E• I I ) q• t I I ,I I I e. Concrete common(R-value) 8e. R_ ( a ue) sq.ft. f" I �, IE I::, �..i 7' �: , I i•� t I I` I 9. Wall type and Insulation: � f. I I , ,F 1 a. Exterior. I I i 1. Mason (Insulation R-value) 9a-1 RZ sq. ft. d I 2. Wood frame Insulation R-value 9a-2 R= sq. ft. I I I locant. , 1. Masonry(Insulation R-value) 8b-1 R- sq. ft. I ;:r.. 2. Wood frame(insulation 9b-2 R= r ( anon R-value) sq. ft. I antiage Wails of Multiple Units (Yes/No) � I� , c. M I I S 1 . Coiling type I r 0 e and insulation: it a. Under attic Insulation 8-value) 10a. R- I } ue s ft. I I Re I a I ,,.. . b. Single assembly Insulation R-value 10b. R_ s .ft. : � 9 Y( ) q I I f t, � I 1� � �f; 11. 4 Cooling system „ I f , i (TYPes:central room unit,package terminal A.C.,gas; TY Peexlstin , none) 11. ; f! SEER/EER: r. 12. Heating system (Types:heat pump,elec.strip,natural gas 1,L.P.gas 12. Ty ',� , fi ;; III � ', � I � i s,� �•''I!! , `� I pe' ' as h. . room or PTAC exit 9 hip., ting,none) HSPF/COP/AFUE: stem*a t 13. Air Distribution S Y _ r�, \f 11 f • c 5 I I a. Backflow damper or single s stems Y°*s/NO) 13a. I Pe 9 P � ( I b. Ducts on marriage walls adequ »tooled'(Ye*/No) 13b. t I y H 14. Hot water system: `•� 14. Type. I I I I a (Types:elec. natural gas other,existing,none) � EF: { � s S • W Pertains to manufactured homes with site installed 1 components. , I I I , I I , r II I -.�, I hereby certrf that the lens an v ion are in Review . . and i covered the �coverled Udscetarlafone►dicates I by by oanpWenoe yy �, v I I ry I , • - compliance wig � wtUr the Florida Coda Before construction is completed this Will we be r I I i PREPARED 0Y: formn h BOdaCe WIl11 SeC0559.9oB, -.S DAT): , I hereby cerilly th OFFICUU- BULDRIG b OWNER A(ilNT: DATE DATE, I k 111 ;I Revised IMWI'I 1 �• r r� I G I m ! it I f•1. � � .I �I..' I• III t ,�I ` � , I I ,:IS' l J� � ;,:.,, I �I LI I fi, Y '1' II �. I �•', ! � of I � I 'I 1 k I I I,, ',, ', li 1 it r it Design Check ss Rooms 9 k List for G� (page 1 of 2) 1. Design Statement , f � f These plans have been the Aluminum P designed in accordance witi� m Structures Design Manual b , Lawrence E. Bennett and comply kiin Code 200 S� v ply with the Florida Buil 9 1 Edition,Chapter 20 and ASCE L f,. 'L _ a, 7 98,Table 6 2; Importance Factor .00; Exposure'��_or'C'J 120 MPH or MPH for 3 second wind gust velocity load; Enclosed;Door&window design Encioor itit pressures can be found on page 3-70: _ LI. a. B exposure_ PSF for Roofs& PSF f(pr Walls �'` b.'C'exposure-5D'y PSF for Roofs& - PSF fir Walls 3Negative I.P.C.0.18 for Enclosed or 0.55 for paoffially enc losed [ 'I. _ I For C exposure design loads multiply B exposure Iloads by mean roof height multi plier.o 2. Host Structure Adequacy m�. 4 cY Statement: I I cera that I have inspected it is in good ( l:� ,, I fY pe d the host structure atitd g repair and attachments made to the t, a; I �. I ,. 1 .r11�,{.•,.�IiIiLll.Ilr111:� I Ii ; 1III,5l,t:h ,I�I�II�.� I structure will be solid. 94 ��� Phone: 3 Z� k .. IT I I , C , u• .t 4 for Na e(plea ri , A I I i i CP P f gC I r I I { { I 4A_NJ Date: I I � I C ntrector Signature (� Projection of room from host s r hall not exceed 16. •, I� >I {, '°I I ' Note: Po� � I I 7 t ucture� I I� I { 3. Building Permit Application Package containe followin y l I � ;,. r � ;,� �i � I I I PP 9 9 es No I I I `f A.Project name&address on plans l J , B.Site plan or survey/with enclosure location I ..ii,„� I f 3 I , , I I11 6 :�:'. r I! •i t J . ... .............................. R'� •?e j ! 'i4 . R C ! 1 '.. 1 t C.Contractor's/Designer's name,address hones number,&signature on laps . .. . ✓ I I ”II ,P 9 P I �. D.Notice of consumer rights attached ached and Initialed consumer . ................ . EProposed project layout drawing 1/8"or 1J14"scale with the following:.......... . ✓ I. Plan view with host structure area of attachiirent,enclosure length,and I I : � I I a projection from host .......... ✓ P 1 structure. ............. _ — ' „ 1, ,I 2. Front and side elevation views with all dime�sions&heights . ................ . . M M A M ! P &size i.e.2 x 8 x OQ� I I : : �1 (, 3. Beams an spacing ( 72 x 0.224 ) ✓ ..,,, ' " 4. Upright height,spacing,&size i.e.2"x 8"%?0.072"x 0.224"Ji it ✓ 2 x 2 x 0.044 x 5-0 6-0 O.C. � �I,�I� <I, �� ,;; ' I III I 1 I l air rail or girls size,length,&spacing(i.�• @ ) ■ l I 6. Knee braces length,location,&size i.e.2"' 3 x 0.045"for 2"x 8"x 0.072"x {' li 11 C Ii 0.2 I 24 l s.m.b. IT I I 4. Highlight details from Aluminum Structures D#sign Manual: Yes No al I . ii TT &Beam eam purn tables w/sizes thickness s ,&spans/ pacitP9 lengths. Indicate ;: P Section 3 tables used: ... ... ............................ _ I 'I.. � I i.N t. .,i;� �' ',. �� I I i ' G 4t I t�' ',;:. I "• _ Beam allowable span conversions from 120 Midwind zone,'B' Exposure to I MPH wind zone and/or C' Exposure reforlAad width IT E Look up span on 120 MPH table and aPPIY the'lfollowin formula: Span Heiht @ 120 MPH Required red Span � MPH - I � ,1' , ;u; r r. I r�' ��• I / x C i bord x bord 1 ) ( � ) r • Wind Zone Multiplier Exposure Multiplier B.Upright tables w/sizes thickness, i 3.2.1,,, s.spacing,&h� hts(Tables 9 (T 3.2.2,or ,!, I Upright, ,:I � , � I .I " I ,�� , i ,�• I�; . I or wall member allowable height san,6ornersi ns from 120 MPH I I I � � wind zone, B Exposure to MP and/or C Exposure for Po H wind zoiSle po load I I j 1 width ', rl p an on 1 Look u s p 20 MPH table and apply I the f�011owing formula: : pp Span/Height V 120 MPH Required Span @ MPH I I I I ( 1I b or d xb or (bord)_ Wind Zone MultiPlier Exposure Multiplier I , ' I,I pp p ate-multiplier from page multi a e 3-ii.P I s c . d 1. I I I it b-0 it 5 1 �, It � r I � HANDLE I �� r t ! , i INSTALLEDI x5.T PANEL O1 , FROM M 7HE INTERIOR F IN JI ,; 1 PUN H /8" HOLES AO 1/4-20 x 1" STAINLESS STAINLESS STEEL MACHINE 180LT '41lyi1 by8j.,< j, STEEL SiIDEWALK BOLT W/ PM.NUT. PLACE PANELL - 1" MiN. OR TRUSS HEAD BOLT. LAND t f' OVER EACH ADJACENT PAIV $,! •: ; THRU 3/8"m HOLES WITH W W Q FASTEN WINGNUTS FROM-THE iv � Z .� Clz KEYHOLE WASHER AND T A OR Q Z►= I l a INTERIOR. GL SS WASHEF2E0 WINGNUT DOOR �_l._ t• .-W d a I 6"MAX.x 3"x 1/L'x T-3"LONG 6" O.C. (ALUM. ANGLE TO GRILL 3/8"m HOLES (� 6" F 6 -T ALUM. ANGLE AST PANEL CONNECTION) O.C. IN 6" MAX. x 3" x 1/4 0: ' VJ'" i ria Y 60 3„ 6 LU L iv 0 W W'" II 1/4-20 x 1" MACHINE x 1'-3" LONG 6063-T6 CONT. 2" x 3" x 1/8" D SCREW STUD WITH ALUMINUM ANGLE 1 �o 063-T6 ALUM.ANGLE KEYIHOLE WASHER ANO 14 TYP. W W —a S T - c WA-,HEREO WINGNU [07 O WALL W U g� 12" O.C. (CONNECTS ALUM. v it Ix, �� I 1 • ANGELES TO ADJACENT BEYOND- � w 0. W Ts :E,VI r rr I uj PANIEL) ' .o Z -DETAIL L E ,u. a < 8 wg ; a � h '`' ', !1 I . III • J = t�T 1/4-20 x MACHINE W a « SCREW T WITH p SC E STUD 0 =z T7 d -1/ KEYHOLE WASHER AND a 'n m R w, u Z' p : I I • • aCALK—IN WASHEREO WINGNUT (� " W W V o a „ ( 12" Q.C. (CONNECTS ALUM. z 1/4"� POWERS . W/ 7/8" MIN. EMBEDMENT ANGLES TO ADJACENT e ,Il W; , •Ii' I "I a IN CONCRETE 1&AS D.C. PANEL) W~ �u CENTERED ON L O / W h � F,.!i i ] 7 1 u I'„', Iii 4f ,:, : 14 ' • . A - z 1 CONNECTION TYPE � I ALUM. ANGLE Yv .. 3” � MB. Z o 2 x � 1/e" CONT. r 6063-T� REFERENCE ANCHOR EXISTING CONCRETE 1/1'" N SCHEDULE FOR MAX. 6"MAX. x 3" x 1'-3" LONG 2-1/2" HIGH x INUM ANGLE P. EXISTING CONCRETE. SPACING J ix a Cs & J NOTES: 6063-T6 ALUt* WIDE NOTCH ITY HOLLOW BLOCK OR USE FLAT HEAD ANCHOR) [ a CONNIE N F THE A T I W000 FRAMING.SEE -• BOTH SIDES) iLu tu ( k:' i N 1. THESE DETAILS DEPICT THE CON EC 0 0 L S IOMETR C a ' G SECTIO PANEL FOR AN OPENING WITH PANELS INSTALLED FROM J -- ANCHOR SCNEO.BASED f O dQ.� 6S THE INTERIOR: USE OF THESE DETAILS SHALL BE IN ON TYPE OF STRUCTURE. 3 CONJUNCTION WITH AN ..h.. HEADER OR "U" HEADER fi��I U OF DETAIL SHALL BE IN CONJUNCTION WITH AN fa, NOTE. USE z o TOP MOUNT. p h•HEADER OR"U'HEADER TOP MOUNT E 2.MAXIMUM PANEL LENGTH = 8' - 0" I it ''I ..' 4i ' MAXIMUM DESIGN LOAD = 45.0 P.S.F. 1° STRAP ASSEMBLY- INSIDE MOUNT i3 uyr C O SCALE: 3.. = 1. - 0.. s<f..� F! _ OPTIONAL INTERIOR FASTENING(FLOOR CONNEC•noN ONLY) ra .I 1/4"m WOOD 1m QI /4" LAG SCREWS «. r l � 1 G•.N �I. : I 1 3 I o l firit 1 I t a I NTS. TYP. 2" 2" ioO( Q 0, Z" x 4" W000 0IL• W000 SOFFIT m a I 3/4•' MIN. EXISTING 1 W/ 2x WOOD Q, M w' j, ; ,, • .1,�'?'# � ,; i I '', i EXISTING STUDS BY OTHERS �: t] 7 IS JOISTS a. MAX. 13 WOOD BLOCK (VERIFY IN FIELD) Z I_ i i'o} C 12'. Q. OF WOOD p 24' O.C. 1ci J' t0 I 14 BY OTHERS FRAMING �. ( 1 I is O 0 m ' f r !z ! FEMALE 1- 1/4" MIN. i USE 1/4"m ELCO �� I PANELMATE W/ 1-1/2" MIN. ' ', rc-, 'E7� � ' >E '',; moi• PENETR. I I �W IN •� G � PENETR.INTO CENTER OF WOOD ,� t s •��•� 9 hi —r r Z a I 1 , j� ( i +,'. .'I I E 1; „ i � ;. FRAMING MEMBER (O1 6" W I �I✓ }ali's W�i EXISTING 1 OR 12" O.C. BUT DO NOT i .,W�•8i� i E G a t- ' ¢ I 1 2 r I I' ANCHOR R SCHEO. ' 1 ••�.-• 1/4" MAX. - i EXCEED C 0 I iw- •s r. W 61.` 4�I � � 5/16"1.0. AND PLYWOOD � .•.Sn I' SPACING. REFERENCE — a - �< 1, , r I S C •.IN�. � I !+`'I` ..,.°;, 1/ " x i/4" BY OTHERS €a.,• I 4 � � w � 1 4" NN TION TYPE IN 5-1/2" x 3/16" � I e3 �••I�L•�i�i• 41 Ei' i MINIMUM NYLON s r a -: I ANCHOR SCHEO.FOR MAX.SPACING CONT. PLATE' 4 °�.•�"'•�o1zL. N. 4-"� C O s a i BUSHING OR 1/ e.0 ?; 6063-T6 Z m1 I S y T (GALVANIZED) EXISTING GLAZING L h o NU (GALVANI � ,�,i ,I • I ,h`.:. r 's 4''.. • '"+• r E G #14 x 1" TEKole•� � � I i '',. (. I" STRAP ASSEMBLY- (BLOW U� 1/4"-20 THREADED ROD. SCREWS BETWE£ Z , h;,- ,, t t �, ,' +• I:i. l'', i.,, , I y •a SCALE: HALF SIZE Q v AIR ��I I APPLY J.B.WELD EPDXY t0 TRUSSES in �`I�•il '•� C '! `! E SPACE EACH END OF THREADED ROO. li ,� L �� I : 1 6" 1 4" MIN. 1 W 1/2" O.D. & S 10" MAX. Z n ` , TWO 1/40 I 1/4" IO . 1/2" � N• A.. , i 0 3 POWERS iv LONG NYLON a -+ s t ' MIN. CALK-IN WITH BUSHING X r. I V. • , 7/8 MINIMUM M NT m I. t" 0.0. & 9/32" Q FEss:o N EMBED E I.D. x 3/32" THICK F I -L Llc Nb: 1 12 9/11 WASHER TYP. PE o ) I ' I (MAINTAIN WASHER ) Ili i, DRILLED Cl I ti I' :F I HRI BETWEEN PANEL & C i 1 1 r. OLE (< _ 10"x 4"x 3/16" TO IN _ C F I L SID G) NOT I I .. E' ' 16"x 4"x 3/16" t/4" m THREADED I I 3COUPLING T M T O Cr THIS DETAIL Y 0 AT TOP OR BO T SDE A MAY BE USE M. A - L .�. ALU Z BAR I. STORM PANEL ctEE S 0 � L a THIS TAIL LIMITED 70 _ 60 S - x PANELS F E -' 4" A LS U S 0 , 1/ 20 1" SIDEWALK A K E USE 0 I OE L " u � N 1/4- .f---_ -0 E 20 t1 (� •�o. I 'E TABLE E� I 4• fDUle - BL a ,e1 3 SCIS fi I PAN E T 0 AT S h BOL L C _ E I � � E I MIN., 1 1 e t i k4 3.. STAINLESS STEEL L1 .. MIN. EDGE DIST. -EXISTING CONCRETE, MACHINE SCREW BOLT IN NARROW •cx• tea•^ r HOLLOW BLOCK OR I •s Noy ^[ AND JACK-NUT PORTION OF KEY O SOFFIT MOUNT SECTION �^clic O SCALE : 3.. = 1, -0.. des n oy W000 FRAMING. SEE HOLE SLOT 9 vm SKI ff ANCHOR SCHEID. BASED r----- no. i I,I t v 4., i�+1 ON TYPE OF STRUCTURE I ArsrMO { I 1 iI y . OM ' —407 rPBRICK FACADE 197PLAN VIEW 1STRAP ASSEMBLY- (USING LOCKING ' BAR) DIRECT MOUNT INTO IHO SCALE' 3. - 1 - 0" STANDARD BUILDING CODE (SSTD 1z-s9) Sheer 3 afSCALE: 3". V - 0" 1 [, 10/11/00 16:11 I' � '' 9 I �u EXISTING u,,,. MOLLUW tSLOCK OR WOOD Ili .k 4 Ali rscr cKCIVCE ANCHOR FRAMING. SEE'AN H .. n aruw C OR owe uK. SCHEDULE FOR MAX. --� XISTING CONCRETE, STUCCO FINISH FRAMING. SEE ANCHOR SCHEDULE SCHEDULE BASED ON i SPACIN WOLLOW BLOCK 7 O j. BASED ON TYPE Of STRUCTURE . {{ FRAMING. SEE ANCHOR TYPE OF STRUCTURE I I (TYP. TOP b BOTTOM) ,• ;,I ,.,, z SCHEDULE BASED ON (TYP. TOP b BOTTOM) 1/4-20 MACHINE BOLT 3 CONNECTION TYPE: C2 CONNECTION TYPE s ; , + EMBED. y�� PE OF STRUCTURE ---, WASHERED WINGNUT u R N ANCHORREFERENCE ANCHOR , E E CE (TYP.) O I REFERENCE TOP & I ra {, TTOM) SCHEDULE FOR MAX. a(l6" O.C. I r I SCHEDULE FOR MAX.MA}, O, Q • II I SPACING Ilt. 1/4" MAX. SPACING .v I II 2 ♦_ - _ z . MA 1� - i, +t - f —Y ►. `E 9 — r - t 2ON1/ L!3 Z °r Lu 1 XI T NS GO EQ - : . 4 d,, a II W C] TU 0 FIN) H O a.- o.- S CC S = v 4,. ._ O to t3 J O Z W O bt d W Qd dZ NW Z Q W Z(- s) ,u GLASS -+ Q r 2 Wm "F" ANGL J aW OR DOOR ate. vsx� W csi W z GLASS 8 AS W J Z �D $ a J Q St10WN i ,, .( I � I GLASS J a 0 000 . ;h[ I "` f ll OR OOR W � RST Q OW a t.t x x W I 1 h j ti ig. VIII � ' 4 E] ANGLE 0. t.Z. r Nt! ° - < Z Q Q'O X N V OD x W N Z-L �' X d'; - z d OW W4 Q W VY Q O gi' - Z W F- E NCh Cin inp a O s' , ! ° 'II x' ,,i III W WN >> ' :Ir, Q C4 CONNECTION TYPE O W o t � � W t+- E REFERENCE ANCHOR G r I N W N II I W O SCHEDULE FOR MAX. 1 t7 W I - — - O �• i'',: 4 �' _:: SPACING 1/4-20 x 3/4" MACHINE _ I W Z L" BOLT & WASHERED �a ait � , I "I I!�� l 1 i ' ' ;ill' I �• � 1'. IIIA WNGNUT 14 (nl 6" O.C. 6 ONT. 1/4-20 x 3/4" MACHINE 1 i GE I 1 J FASTENER (a1 12" O.C. BUT 00 NOT _ I �, BOLT & WASHERED IW f I I , T. x A I �o, t S E CEEO NCHOR H PA IN I I 1 SC EDULE S C G. J L i CONNECTION TYPE I & I {,¢r� lJT J ' '. i I, ri •I III l ''. I'' 1 4 _ E ,p REFERENCE ANCHOR WWGNUT 1 (al 6" O.C. USE REMOVABLE ANCHORS W/ KEYHOLE O [ r ^ EMBED. NOT THIS DETAWL MAY BE WASHERS ONLY. LOCATE FASTENER iN �; SCHEDULE FOR MAX. _ ^ SPACING USED AT TOP OR BOTTOM NARROW PORTION OF KEYHOLE SLOT 2 1 ` (TYP.) EMBED I PANEL TO ANGLE DETAIL "F" ANGLE --- -'• SEE ANCHOR SCHED. REFERENCE Il g OF PANELS: I' II � ANGLE: TO WALL DETAIL - (TYP.) Z LEG MAY B REVERSED. C1 CONNECTION TYPE . I °•...,,4I , 1 J.t. I '. I IE.� ,'„ � . i � ' I s': � .:..,, i'.I 'I I' I I �II w OUNT SECTION C WALL MOUNT SECTION a>�� 0 l r CEILING/INSIDE 1 Q �i [ I SCALE :—3--r B SCALE : 3" = 1'-0" SCALE : 3 = 1'-0• 1� ( t O �`I, ;! �II 6 • EXISTING 3 CONNECTION TYPE 3 S G CONCRETE, �� 10 10 HOLLOW BLOCK OR REFERENCE ANCHOREXISTINGo A 0 0 W H FOR � I I 000 FRAMING. SEE SC SCHEDULE 0 X. � STUCCO FINISH 1 CONNECTION TYPE ANCHOR SCHED. BASED SPACING #14 x 3/4" TEK SCREW �= i ] L • ! 7 REFERENCE ANCHOR �t�, r €,• „, ON TYPE OF STRUCTURE 18" O.C. OR 1/4-20 PENETRATION I [ '.i 1 Ca ' SCHEDULE FOR MAX. �Ii ; MACHINE BOLT WITH GLASS OR EMBED. SPACING LOCK NUT 18" O.C. R �I tc OR D®0 1 !O L p 1 � (TYP TOP & BOTTOM) O 10 11 MAX 1/ MAX. __ I i E �, �� r ---- �, Z4� w ��_ l7 _ y1' wia t s — r r!'r� i,''" T III' ':'I h i I i I } - L,. I,. , I I. I ' W O 3 I' •W � �1 }'ia1.SIN yll�j�I � I I W , 14 3y oI '2Iw a w tI=1 f— �q _Iw dila e a• ' { i l � a is I • a^ I W O i C;Isal.,,e w a w a a• ut W z ,�•.•w, s w s wan h C I GLASS ( 1— III \1 J N II Q �I „e o of o Ji> C r OR DOOR l7 -�ID iZ tl I.la z +S o W 1 I i :�•olt a s$ Z 1 Z l i I I I r — X I 7 -- I _au.l'� I! " 5 5 6" CLEARANCE CE FROM i �I r { I_ I ilk. Il ;I p I' J Q r �t -+r --- - Q USE 6 W/ 1/4-20 x +'!''>u L; , 'sl +,�,, ' III GLASS OR ODOR. 36" MIN. a OPTIONAL HEADER 1 O i � l ' '.I;: 'll : C i J W E 4" I •:.ne a e,e o e � PANEL LENGTH REQUIRED W J I I •«I: tt I Ie' I' 'I ED 3/ MACHINE SCREW 2 I C W/ .675" x.675" x . 25' .t.l..,. . I E - CONT. ! I' r Q O 14 1 ® GLASS 0 4 IF SIDE CLOSURES ARE 14 IO b ► SQUARE SCREW HEAD + f f E W O !I! P a H I DOOR l J '«L.la N• e•' PROVIDED. THEN NO MIN. _ - �, SEPARATION FROM GLASS 6 x -.--r: --E---- - - 2,(I Q v1 tl i s I OR DOOR REO'0 I �. i w 2 1/4"m.x 1-3/4" S.S. LAG KN w �' + y a. ➢;'G "� f u' {', E — t+fllJ �GINEERI r 2.. o C. 1-1/2" ` II w IEXISTING CONCRETE, - - PENETRATION INTO W �Ic14c:i 0 0 000 I HOLLOW BLOCK OR W000 a- 09tH .L_ I - 1/4"m 4-1/ FRAMING ANCHOR MAX. ( 1" : 1" 2 x. 2" S.S. G (SEE I"I 111{ E I I t NETR. PL � LAG SCREW 24" O.C. MAX. STRUCTURE) MAX. ON TYPE OF I I ' Ii ,. �' - • MAX. OPTIONAL STUD W/ 1-3/4" PENETRATION UC E) 1 ANGLE AND'Fa ANGLE 2.. x b.. OR IS DETAIL MAY BE USED AT TOP AND BOTTOM I t 8E REVERSED DIRECTIONS IN CENTER OF STUDS —SHORT LEG MAY 3" x b" P.T. [TM TOWARDS THE OPENING WOOD CONT. EXISTING ON d.ta I C CRETE. � TWE I ! I 1 `C1 CONNECTION � c HOLLOW BLOCK OR - Jc { BOTTOM T T F PAN sca s ar :!;,, ;;'.. ,l I;,I I W000 FRAMING. SEE REFERENCE ANCHOR NOT THIS MAY BE USED A OP OR 0 ELS. y �� ,;II . I I,r1 SCHEDULE F 9 _� N •s N87[p ANCHOR SCHED. BASED E OR MAX. USE OF THIS DETAIL REOUtRES SIDE CLOSURE PIECES AND WALL MOUNT SECTION r------ter--k.d a ,SPACING des by r coat II I F{ I ► ON TYPE OF STRUCTURE- LIMITED TO _ 60 P.S.F. O SCALE : 3 _ 1 -0. I �,K, �,a I it i, 4 1 OPTIONAL SILL q , BILI I q•. BUILD-OUT MOUNT Butt - 1 s , SECTION BUILD-OUT P TRACK OM 1 WALL MOUNT SECTION (BOTTOM) 0 ECTlO 7P I II / 9 -4 0 SCALE: 3" = 1' - 0" l � I,_---�/ 7 1 �II SCALE : 3" = 1'-0" SSTD72-99 --- -- STANDARD BUILDING'CODE f it �l k i bl Ii I shieef2- I' 10/11/00 16:10 0 FASTENER (a1 12" TABLE 2 - MINIMUM PANEL LENGTH SCHEDULE g ^Y+ > .. O.C. (SEE ANCHOR SCHEDULE , MAX. R ANY ACCEPTABLE ANCHOR) MOUNTING MINIMUM PANEL LENGTH- (IN) ,, „IFOIs .I 'tal.^� )( I TYP. -# / CONDITIONS aa� 44. ,I ;�h { I� 1/8" MAX. T P. 1 TYP. " { TYP. — M DIRECT "F" TRACK 3 + f< « 1/8" MAX MIN. 7 P " .. . ,t 1 O MOUNT OR 2" x 2" - W/ SIDE F C' \ 1/8 F j , �;I ,;•° `"" . . `i�1/8" MAX.E ,L., x.x TRACK • , t , � 1 TYP. 1 .'ta[ TN MAXI• RECESSED STUD TRACK CLOSURE ANGLE I, q "F" TRACK ANGLE PIECES TRACK `` tJ= d it ; EXISTING CONCRETE. ] BOTTOM HOLLOW BLOCK OR _ . '•.i ,.., , • I I'.. W000 FRAMING EXISTING CONCRETE, 1/2"MIN.OVERLAP DIRECT MOUNT OR 45 36 56 36 36 36 HOLLOW BLOCK OR RECESSED "F" TRACK I ' { y ,I W000 FRAMING ALUM. ANGLE CLOSURE PIECE: _ " 2" x 2" 36 36 36 v , W v 4 k 6 1 2„x S x .125 MIN. TO 36 36 36 (II �F !g,' D TRAP/DIRECT MOUNT ao a x x .125" MAX. STUD ANGLE CONCRETE, "F" TRACK 56 37 74- EXISTING - U� F ' p' II i •I � 36 36 36 c HOLLOW BLOCK OR O. z WOOD FRAMING V _ 4 Q L _ 5 ms I , gq I pr 9g: g I 4 .iEi. .. I ! p TRAP MOUNT 36 36 - 36 36 36 �? W F., "F" ANGLE TRACK 36 ' ', 2 Y ijlll « hI t; s ZW O O ( ALUM.ANGLE CLOSURE PIECE: _ 43 36 109 U o I 1" x Z" x .125" MIN. TO OVERLAP WALL BEYOND C-TRACK 65 43 90 _o , � e WINDOW DISTANCE GREATER " ",•,.,!!. 2" x 5" x :125 MAX• THAN OR EQUAL TO BUILD- - - - 36 UJ 1/8'MAX.TYP. OUT DISTANCE FROM WALL SLIDE TRACK - N� let ui oD Tet UILO—OUT DISTANCE Z O L Y. FROM WALL .. TABLE 2 NOTES: 4" 0 FASTENER 12" :z 1/ (� SUCH THAT THERE J 1. THIS SHUTTER SYSTEM IS DESIGNEDS TABLE 1 acs �. IJIa O.C. (SEE ANCHOR SCHEDULE REQUIRED PROVIDED W W E Ill �I . . R 15 NO SEPARATION FROM GLASS MAX.STORM PANEL IJ zI . FOR ANY ACCEPTABLE ANCHOR) THS AS NOTED ABOVE. PANEL a s r t MINIMUM PANEL LENGTHS' , LE .e a 5-5/16" BUILD-OUT THAN THOSE NOTED IN TABLE ABOVE' LENGTH SCHEDULE f FF LENGTHS LESS V EXISTING CONCRETE, DISTANCE FROM GLASS R 1 y ARE NOT ACCEPTABLE UNLESS A MINIMUM SEPARATION G! HOLLOW BLOCK 0 OR DOOR UNLESS 5 OE ( I OF SHUTTER FROM GLASS IS DETERMINED. FOR ALL �� O; �' N WOOD FRAMING t`! CLOSURES ARE PROV DED, f F"+ I THEN NO SEPARATION WHERE BUILDING FINISH IS NOT SMOOTH (FLAT), DIRECT NEGATIVE MOUNTING Oto 2" MIN. E 2 I g R TH SHALL BE 52". J 0 MOUNT MINIMUM PANEL LEN DESIGN LOAD FROM GLASS OR 000 ! ilk 1 REQUIRED CONDITIONS Q W I C I tp BUILD-OUT MOUNT D W Q! m z. i 1 ','I Ip 1 .•If ! t j. , it _ .. (P.S.F.). L max. OI y .. FT—IN) O r ( ( E DETAILS (PLAN VIEWS) ® t !o �, TYPICAL CLOSURE 24.0 3 >1 44 C If N.T.S. EXISTING WOOD �en J ` FRAMING (MIN. 2x). 26.0 11-3 c C) 8 f .I�'.. I SEE ANCHOR SCHED. o a s" x. (OUTSIDLE) 28.0 10-10 I k +s 'fit a I CONNECTION TYPE 30.0 10-6 is: s - TION TYPE FERENCE ANCHOR M C4 CONNECT! ! ,�{>: !i. REFERENCE ANCHOR 5�HEDULE FOR MAX. ACINGGLASS 32.0 ' :! , s W H ULE FOR MAX. EXISTING 10-Z �� � I�,W � NII J SCHEDULE S� E4.0 9-10 !",-'; `< #. 10, Q. EQ. SPACING 3 !��:N 6 9-7 a ifela� 36.0 I I ar�i� •i�a, Q 1 40.0 9-1 ' d i 4 W W " - 1 F I J • e e ( Z o e , 1 !. e e TABLE 1 NOTES 42.0 8-10 1 _�• : �a`=, d GLASS OR a ',: NEGATIVE DESIGN LOAD TO DOOR � � ENTER TABLE 1 WITH NEGA E 44.0 8-8 I a N max). POSITIVE LOADS ,�h.- „...... O �.+ DETERMINE MAX. PANEL SPA (L . �I 1 6 �— • :i, ATIV LOAD ARE 46.0 8-5 (INSIDE) � :z. 1 I LESS THAN OR EQUAL TO THE NEG (OUTSIDE) ( � a •:� ` ,; , ,1 �., ACCEPTABLE.FOR DESIGN LOADS BETWEE BULATED V,!.KNF I! I k :; m 8" HOLLOW ACCE 48.0 8-3 ! �e i;' :1 W OLATION panv�s�a� ,nom o = K NEXT HIGHER LOAD OR LINEA TE _ CONCRETE BLOC " a CO :u:•. :sem VALUES.USE E cy { ril 1 I SPANS: 6 DETERMINE ALLO _t 1 I I( + N0.STUD a MAY E USED TO OE E e I s i I ,• M B 50.0 F1 LiC}i�6'NO: Py(p 1' 4 R N WING z N PAN SHALL PE g33 { EQ'D ro THE MINIMUM PANEL O 1 • ! I NUT REQ'0 E I a ORY W AL W PLASTER-/ WINI9�O a C h1 I 4.0 5 LL- 5 7'3 (INSIDE? I 3/4" MAX.- 56.0 7-5 f + y II �I EW 7-2 °•f •'— :.�,o/9s C4 CONNECTION TYPE PLAN VI �_ i ♦s wotto' REFERENCE ANCHOR 60.0 6-11 s� drawn OMC SCHEDULE FOR MAX. SPACING (TYP. EACH STUD ANGLE/ TRAPPLED / WINDOW MOUNT 70.o s-11 Id,,,4„�m, ��.��.aVJK o SIDE OF PANEL) a 5-2 �, SCALE: 3" = 1' _ 0.. 80.0 Crsv} 9 na. 7— 1 k 9 7 �0 MIN:2" X 4 (TYP.) } Hill �I ;, i I i' DOUBLE TRAP MOUNT SECTION (WOOD FRAMING) Iji { �� 1, - p STANDARD BUILDING CODE lssTD 12-99) shut} 5-- 7 II Ifs I SCALE: 3" = t' - 0" /00 16:12 ( aII I CLEAR POLYCARBONATE PANELS WITq,-ALUMINUM PANELS ATEPIV'r PENDING (60-215147) •o ENDIN WIDTH UNLIMITED WIDTH UNLIMITED I I 6lif a M Y, ' I I TYP. TYP. ► j ;I SECTION SECTIO ! it i ii1 iiii nI, Ili. I » t ON OUTSIDE FACE (TYP.) 0.085" CLEAR POLYCARBONATE I yyIii 1 1 in nl l l lu I fN all 1111 111) Ilq 1- -t/2 1 Q (II z u l, u l l I In n l l !1 1111 �-----J� CU ZI' dd J nl l l rn In l l I,: / '1� Z111 1 I I N 111 1 TIN (OMID _W W Z nl l I la Ill 1 ,Ia W .-ln all tln Z J 2 J list Itn at' : 1111 7141rdtiall Ila x1 t t a•( t . all Iln nll Ila Q.0] Q `mNit Illt lilt i - { fi`9 ft9' I. 1 1 7N n. Q a all 110 ,III <II SO ul ltq Il l l� Ila all lilt1111 ,H Z PVt PVt' 111! 1 ! !11 1 ! O: 1 ,W ' 111 In I I m n I l I,offs v) O W O'w (INSIDE) -1� I � I I nl l t rn nl, :y N11 lnl nll „• - 1/4-ZO STAINLESS -o III1 1 la III I 1l .=o nl l 1 rn nl 1 ,la Vl O N O al I Ila ul 1 Ila � 6" STEEL MACHINE SCREW C)Ist- W Wn,1 e lu ell/ l I'1 - PLAN VIEW 1WITH WINGNUT WHEN vWiiia W W ql! TIN ul, It'1PV7 REQUIRED (SEE NOTE-� W nl, 1IN nl1 Il SCALE: 3" = 1' - 0" N1-- n11 l 1u all 1!u = f _ - aNllll 1In No: 21 M11 Iltt lilt Ila I/1 UllIl •!N 1J NW UI lilt Ila alt,kitltl . ,, 1 11 I. I9 ' tl + ix" ! x x 1111 Ila x11 114 F all 1 nl al1 1to 2 10 Z Ill 1 t to qll 1la 11 1 1 1 1 tl II 1 I I I, , •� , j {8.;. x E Q ul l :rnnIlI�tl, l ! r" Z Ill l Ila 1111 I lx E Q In! ,In 31.l t 14+.,I¢: f I, ;.f; ,i.'.: 1 W NII 1IN 1111 11 J IL J CL 14 Z, , O= nl l 1111 all 1114 1al Ila 1111 1 ' OTES:u11 11u uI 1 1,a n 1 I I l a II 1 1 1 1 a STORM PANEL MAX.LENGTH SCHED.TABLE 3� T FOR ALL MOUNTING CONDITIONS t. ENTER TABLE 3 WITH NEGATIVE DESIGN LOAD A A B C >TO DE(TERMtNE MAX. PANEL LENGTH. POSITIVE W��,. f, I• { 0. STUD SPACING THAN B N p085" CLEAR 085" CLEAR LOA .ESS OR EQUAL TO THE NEGATIVE MIN. � OR DIRECT HNT. OS L 0.050•MM. 0.050' rA t," r.= ,•�I I: �t �1l7LYCARBONATE POLYCARBONATE � ACCEPTABLE. FOR DESIGN LOADS e. e W =1 SPACING (SEE LOAD TO.063 TO.083 z 0; 'a r pp i1; I ($EE NOTE No. 21 (SEE NOTE No. 2I N.TABULATED VALUES.USE NEXT HIGHER E z r I T N BE -0375'ALUM. MAIC ALUM. MAX ALUM- o (( r I I t I • NOTE o NEGATIVE ELEVATION Z LOAD LINEAR INTERPOLATION MAY BE USED WITH CLEAR WITH CLEAR WITH CLEAR Yp - # ELEVATION 1 TO OE (ERMINE ALLOWABLE SPANS. 3 DESIGN PANEL PANEL PANEL ,. gg pp SCALE- 1/ " : 1• - 0" ®SCALES 1/2" = 1' - 0" Iii # ,I II O-7 2 Ip. I • S VATION 1• PLAN VIEW 1 AND NOTE No. 2 LOAD W WITH WITH WITHOUT Q : 2 EE EL W w1 PAGE FOR STITCHES SPECIFICATIONS. (P.S.FJ STITCHES STITCHES STITCHES J 1• I 1 ' ON THt i II ry p33$$ J ' ANCHOR SCHEDULE FOR Et 8� E2 PANEL LENGTH 3' - 0". Z 3. MINIMUIM SEE E7 SEE Et SEE E2 ER MAX_SPACIN (IN. ED'D DESIGN U ADS AND SPANS ) O Q a I' I' LOAD MdV.2"EDGE DISTANCE MIN.3'EDGE DISTANCE a4 a I l I - L MAX. L MAX. L MAX. (W) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO (FT - IN) (FT - IN) (FT - IN) O °CNCHOR NOTES: Z ' e•=o- 'r-10- s•-o- r-to- -0 7-10 7-10 4-3 P.S.F.P - - 30.0 I (SEE NOTE t) (SEE NOTE t) (SEE NOTE t) (SEE NOTE t) ARE FOR DETERMINING ANCHOR SPACING ONLY ! U ANCHOR TYPE MAX. 1. SPANS AND LOADS SHO HE `_ CONNECTION CONNECTION CONNECTION CONNECTION FOR CLEAR POLYCARBONATE LS WITH OR WITHOUT ALUMINUM PANELS. 32.0 7-10 7-10 1 Oto 0 �$EE TYPE TYPE TYPE TYPE P _ _ W l ALLOWABLE STORM PANEL, �R SPECIFIC LOADS MUST 8E LIMITED TO THOSE 3 4.0 7 10 .7 t 0 4_0 r/ C i^; •�• NOTE NOTE 9) (SEE NOTE 3) (SEE NOTE (SEE NOTE SHOWN IN TABLE 3. ' 1- L ar 1) C1 C2 C3 C4 C1 C2 C3 CI. C1 C2 C3�C4 C1 CZ C3 C4 36.0 7-9 7-10 3-11 m Z �' 3 i ' 2. SEE PAGE 4 FOR'ANCHOR MOTES 2 TO 14. 38.0 7-7 7-t0 3-9 00 « „I ; , • , ` I� tit j .;. • 27.0 12 12 12 12112 12112 12 12 12 12 12 12 12 12 12 40.0 7-5 7-10 3-8 m� Q 0 I 33.012112Q Q � 42.0 7-3 7-10' 3-7 H J 12 12 12 12 12 12 t2 12 12 12 12 12 12 12 44.07-1 7-10 3-5 o C ' f r 1 �_" }4 r`•.: , E I l ,, �* :. I : 38.0 - r-> u 12 12 n u 17 a 12 u u 12 a 72 a iz n CLEAR POLYCARBONATE PANEL GENERAL NOTES: J� l; t/4-o ITw 46.0 6-11 7-10 3-5 0 01 C , ' I TAPCONw/ 4 T PANE MAY BE USED WITH THE G 3.0 12 12 12 12 12 10 12 11 12 12 12 12 12 12 12 12 1. THIS AR PO YCARBONA� E L 48.0 6-9 7-10 3-4 1 i l e3,t 2-MIN-EMBEDMENT CLE L , ALUMINUM PANELS SPECIFIEW IN GENERAL NOTE 5 ON SHEET T. ° ;"'' 78. PLANE S WITH STITCHES AT MIDSPAN 50.0 6-7 7-10 3-3 (MIN.3,000 Pi CONCRETE) 3 12 8 12 9 12 8 12 9 12 10 12 11 12 10 12 11 L • 1 I il'I ' II I .' FOR CLEAR POLYCARBONAT e • MIND : PANELS, SEE TABLE 3. COLUMNSA 8 8. _ 7-10 3-3 E Y= a E I. , �II I I I L, ,I ALTERNATED WITH ALU LP' 52-0 6 6 7 " PA WITHOUT STITCHES AT Mt SPAN '-' Lal"' 27.0 12 12 12 12 12 11 12 12 12 12 12 12 12 12 12 12 NATE NELS W OU S C ES 0 ,a II' I ak FOR CLEAR POLYC'ARBO I, 9 N PANELS. SEE TABLE 3. COLUMN C. 54.0 6-4 7-8 3-2 ALTERNATED WITH ALUMI UM'1 .., _ 33.0 7 t 1 1 >� , J 12 12 12 12 12 9 12 11 2 i2 12 2 12 2 2 12 PAN AR U EO WITH STITCHES ALTERNATED 56.0 6-3 7-5 3-t 2. WHEN CLEAR POLYCARBONATE . ELS E S y_!O :" < < sI y F6k AS IN TABLE 3 COLUMNS A b B CLEAR3-1 " i !; .ISI <C a s a < t/4-le POWERS CALK-UV PANELS 38.0 1 1 1 1 1 1 1 1 1 1 1 WITH ALUM. STORM EL 58.0 6-2 7-2 .1 <a il• • 1�,•,.., 12 10 12 2 12 8 2 0 2 2 2 2 2 0 2 2 L BE FASTENED AT MIDSPAN TO THE OVERLAPS L W/7/B-EMBEDMENT POLYCARBONATE PANELS SH T H CONSISTING F 1/4- STAINLESS 6 6-0 6-11 3-0 011.1. - TCHES CONS ST NG 0 20 5 LES 0 0 .CI.,a } I ' ,' '•'• '� I I , , ,, II , I`; I I ' - i t/4-20 STAINLESS 43.0 1 1 1 1 1 1 9 1 11 OF ADJACENT PANELS WITH S ,, _ „>", 1, 12 9 12 11 12 7 2 8 2 2 2 2 2 2i WASHEREO WINGNUTS. _ 1111 a e� o e s I STEEL MACHINE SCREW STEEL SIDEWALK BOLTS WIT 65.0 5-9 6-5 I .e e a ;.{{ 'e� : (MIN.3.000PSLCONCRETE) 78.3 12 S 8 7 12 5 8 7 12 7 11 8 12 7 11 8 P Y T P L SHALL ONLY BE USED WITH DETAILS _7 -11 II t. 3' EAWR 0 C R 0 70.0 5 5 _ � 75.0 5-5 5-6 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 t--*IMUM MAX. FOR LAR POLYCARBONATE PANEL . ., � 4. STUD SPACING SHALL BE 6 OC E - - -';rFOR METAL PANEL SUPPORT. WHERE 80.0 5 2 5 2 1 •«._P N- - S PP RT AN 1 MA I 33.0 U 0 S 0 2 O.0��-- T Y T T R P' ( L O THE WALL. FAS ENE S ACING _ �-12 12 12 12 12 12 12 12 12 t2 t2 12 t2 12 12 12 t a 'v4 • PANELS ARE MOUNTED DIRE85.0 4-10 4-10 •"'I �' ELCO MALE/ L^ e eI-glCONFIGURATION. IF THE FASTENER i w FEMALE-PA AT -W 38.0 1 1 1 1 1 1 1 SHALL FOLLOW THE SAME _ • - ,• a 1•.• I,I; :,, E NELM E / 2 2 2 2 12 1Z 1Z 2 12 2 12 12 12 12 12 2 _ 4-7 1 " , , F R (GREATER BUT LESS THAN 12", PLACE 90.0 4 7 el J I 1-3/1.MIN.EMBEDMENT SCHEDULE SPECT IES 6" 0 f 43.0 12 12 12 12 1 1 t 12 1 1 1 1 12 12 12 12 ANCHORS 6" O.C. DIRECTt�OUNT SHALL NOT BE USED WHERE THE . ;� I I ,'F3 L 1/4-20 MACHINE 2 2 2 2 2 2 2 :) k] SCREW WITH NUT FASTENER SCHEDULE SPECIFIEzS LESS THAN 6 O.C. ( VJ.KN Itfl O ,iso S.LCONORETE) 8 3 12 10 12 10 12 10 12 10 t2 12 12 12 12 12 12 12 ATE PANEL IS USED. SPANS SHALL BE vnoFEssl I 5. WHERE THE CLEAR POLYCARB6N'I NO ANCHOR SPACINGS SHALL BE DETERMINED FROM TABLE 3 i l_o n Ko: I 27.0 t2 12 12 12 12 9 12 11 12 12 12 12 12 11 12 12 OULES ON SHEETS 6 b ]. ONE OR MORE CLEAR I F :IL, ...1,,•i ,, (r It�. F` , II rIF ff`,,,. ,',`.` : ' I , i 9,• {'"' #,' , ( ' 1 PE 94:3 DETERMINED FROM ANCHOR SCH I ,I I • ,t� ( I ,'' 1111 i , r ;, I ,,., I ,.. POLYCARBONATE PANELS MA BE USED ON EACH OPENING PROVIDED THAT I I 33.0 12 9 12 12 12 7 1Z 9 12 12 12 12 12 9 12 11 NATE PANEL IS PLACED BETWEEN THE . ONLY ONE CLEAR POLYCARBBB 1/4-0 POWERS 8 PANELS. 1 TWO ADJACENT METAL STO ! u L! 3 0 1Z 8 12 10 12 6 12 8 12 10 12 12 12 8 12 10 1 ZAMAC STORM PANELS SHALL BE EXTRUDED 1 . 6. CLEAR POLYCARBONATE I NAI �IN w/1-1/9- :t ANO SHALL BE FABRICATED FROM q L 43.0 1 1 1 WITH A THICKNESS F 0.085" �r lI I12 7 12 9 2 5 2 7. 12 9 12 2 12. 7 12 8 C ESSO ;..I MIN.EMBEDMENT SHEFFIELD PLASTIC'S HYZO� (SBCCI PST &. ESI 95640). OR EQUIVALENT. WK 3AOO PAU CONCRETE) 78.3 12 4 6 5 12 4 6 5 12 5 8 12 12- 5 8- 7 M PANELS ARE TO BE INSTALLED ONLY 7.. CLEAR POLYCARBONATE ST fZICANE WARNING PERIOD AND ARE NOT i I - r /iVn 171 27.0 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 FOR THE DURATION OF A HU MANENT INSTALLATIONS WITH PROLONGED a.el yS III , INTENDED FOR SEASONAL OR WEATH RING CONDITIONS. PANELS ARE E E aslaorev I I 33.0 1 1 1 1 1 EXPOSURE TO SUNLIGHT 0 cnecl.eeeyl L �,' 2 12 12 12 2 1 2 1 12 12 12 12 12 12 12 12 AOMA5 WITH DIRECT EXPOSURE TO SUNLIGHT eslvn by wlc l III ALSO NOT TO BE STORED IN VJK ig 1/4-O POWERS 38.0 12 t2l12 12 10 12 10 1 1 1 12 12 12 12 1 ANO WEATHERING CONOITION5. neLOK/BOLT SLEEVE era.nny Z 2 2 2 Ra • I: ANcXOR W/1-1/t6-MIN. 43.0 12 11 12 9 12 9 12 12 12 12 12 11 12 11 97-407PEMBEDMENT(ANN.4.000 Pi CONCRETE) 78.3 12 7 12 7 to 7 12 9 tz 9 12 9 t2 9 STANDARD BUILDING CODE (SSTD 12-991 sheer 6 of , i I I ' S �• 10/11 16:14 , 1 I I I g N F � I 'fII w 2.o1S" 537 2.01S" I a t I I 537 1.061Tu ^ � ,, � i � ,t; h ' I ` ' ' i �• n!C 771[ r SEE NOTE s " GENERA TES SEE NOTE ti O o v 0 h N . 1. THIS STORM PANEL SYSTEM IS DESIGNED AN 1.7S0" Ne. d00- STANDARD BtpLDtNt3 COOS ANO TH F D TESTED IN ACCORDANCE WITH THE 1999 1 1223" 1.750' E OLLOWINGADDITIONAL CODE REQUIREMENTS: --- � t.06d" 1 A. SSTO 12-99;SBCCI TEST STANDARD FOR DETERMINING12.00"COVERwOE -COVERAGE 1.06d^ •I IMPACT RESISTANCE FROM WINOBORN E DEBRIS. IS-12S_ 6 00 ' E STORM PANEL 9.288- Z I .I S. 1995 PALM BEACH COUNTY AMENDMENTS. i 1 HALF PAN -e - C. THIS SYSTEM HAS BEEN.SUSMITTEO TO SBCCI, PST L ESi 1a EL 0'. • d SCALE: 3-" r-p- FOR APPROVAL AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM. 2'225" O SCALE-. 3"s t•_0- 2. REFERENCE THE WINO LOAD TA 0 2.990" 2.2 t W�^ < TABLES BASED ON TH V SO- 2 se- ct O j 'l.l � I �{� � I. 1 01 l`•''_I j r I .,. I r 'i, I�. l ', � EGO ERNING CODE ANO WIND .082" I t I VELOCITY TO DETERMINE THE OESI N f-� o I' , ;•,11 I G LOADS TO USE WHEN REFERENCING THESE _ ( 82 R.2 CP" 062^ 1/4-20 x 3/4"MACHINE I ORAWiN .) so e Iff ' G6, 0 250 80 t2 O.C. - o R _ o WHERE COMPLIANCE .er _ t " Y LT V¢O < 1CE WITH SSTQ 1Z-99 15 REQUIRED PANPERMANENTLY _ 1 0 4" y ELS SHALL BE A o LABELED WITH A M m : `C) 99 INIMUM OF ONE LABEL PER OPENING � _ ��; �a. I � E G OR A J .1 - . � • •,. , ' ,h� l ', ,.i � CMP OF �, iS" � s 0 DANCE SHA 050' 1 - L-7io! _ _ f/) LL BE PROVIDED BY THE MANUFACTURER AN IN r t- C TYP 0 INSTALLER. WHERE m v . U.O.N LABELS ARE USED. THE LABEL SHA ,:.+`-.. N .076••LL READ AS FOLLOWS: r o 1.94 .1 I orMADDEN MF13, p" L a 100" TYP. wPOMPANO BEA 2.428^ 1 2.00"MIN. -=IFM CH. FLORIDA .- o z SSM .po" �j Y r as k 11 I 2-� 2 0^ 5.00"MAX. OPTIpNAL LE ! .00"MIN;' =� o LQ.MISSILE IMPACT RESISTANT ola ION K r � FOR MAX.LOADS AND SPANS. REFEI4ENCE THE h HEADER BUILD-OUT"U" HEAD " r �: a JI 2 3 ER l J I ! SBC &ESI REPORT O SCALE 3" . ri h r' CI PST 1•-0- OscALE 3" = 1•_p" 44 U HEADER 5 ANGLE STUD ANGLE a 4. .STORM PAN �f SCALE : 3" : t-0" CALF -0 il, ELS HAVE BEEN DESIGNED AND TESTED TO THE MA IM o 368- .188" SCALE : 3- . r-o- a Ei X UM SPANS AND " 1 t LOADS SHOWN ON THESE DRAWINGS. REFERENCE CONSTRUCTION1.375 MI CORPORATION O TESTING o.tde" N. 1 p . fC.T,C.) TEST REPORTS No.98-012.No.00-061,No. 0-0 L N O - 0 22 O. 98-011. --., 490• 3.385^MAX. S. STORM PAN LS SHALL B 666" 177^ 700- 1.90 00" µ _ g E 3105-M16 ALUMINUM ALLOY 0.037 THICKNESS. o S09 �'---w OR 5052-H30.313" 0 5"R -0.063- THICKNESS. A s �e -- 524' SS ALL EXTRUSION SHOWN ai SHOWN SMA ' o 624 (TYP) J ALLiMiItUUM,U.O.N. • ----moo I ago- In W g o 6. All SCREW o 474' .6SS- w Z , S AND BOLTS SHALL BE 4- _ I II : 202 T6 ALUM.ALLOY,STAINLESS ST 090" 090" T s. Q J GALVANIZED STEEL W/ A EEL OR YP. .987 u, i 215" MINIMUM TENSILE STRENGTH OF _ 60 KSI.. U.O.N. fTYP. 7. TOP AN 18 1 I D BOTTOM DETAILS 11-377 275^ " - LS MAY BE INTERCHANGE • -- " .090- 7 090 060 i D BASED ON FIELD CONDITIONS. I �.3n PANELS MAY ALSO BE MOUNTED I--,r e j' U TED HOR120NTALLY IF"F"TRACK ,STUD ANGL l-- OPTIONAL LEG � .315"R Q It OR DIRECT MOUNTING IS USED. E© DIRECTION SYM. $ '► F" TRACK "F"ANGL DECORATIVE rn 10 8. THE PERMIT HOLDER SHALL VERIFY THE AD 7 E B - I, EQUACY OF THE EXISTING STRUCTURE TO $ ULD OUT F-TRACK C-T WI scA RACK 4'c SUSTAIN THE NEW SUPERIMPOSED LE: HALF 5 ZE QSCALE:HALF SIZE 9 @SCALE FI C LOADS AND TO VERIFY ALL DIMENSIONS AT THE SCALE HALF JOB SITE BEFORE COMMENCING WITH THE WORD. O L SIZE HALF 512E I. 9. ANCHORS SHALL SE INSTALLED-IN { 21 3 '. ACCORDANCE WITH MANUFACTURER'S R .1805" g'0' 0 RECOMMENDATIONS.EMBEDMENT LENGTHS SHALT.BE AS NOT AN 242^ �) EO 0 00 NOT INCLUDE 8d6^ 245" 559"• `Qi 9 STUCCO OR OTHER FINISHES. :. t /� } P„ 10. BUILDING PERMITS AR R 4" .090" 1/4_ 3�6" i f• t�' I! E EQUIREO FOR THE INSTALLATION i za STUD STRUCTURE ONOF STORM PANELS ON A ���{ .090•• -� malt C E, E AND SHALL BE APPLIED F I I 1 ! +- x 4" _ R`}' , I ! LED OR IN ACCORDANCE l® 12 O C. 270 CE WITH FLORIDAF � I LORIOA STATUTES. 1 -� .t in ES. J ��.l5� pp = ZS4' pr J I 1 .211% .120" tti o) a. 125" 0 250" .d t• I � 09 'ryrSYM 784" 1 1.907" JI 100_ (ZAMAC 3 ALLOY) I r� �" wi8i1 700 !-------{ � 310 1.• )1 iii 1 Ia i r .. INSIDE 0.050"ALUMINUM 13003-H14 SIDE MOUNT UM gg C- ALLOY)OR 20 GA GALV _..dlil . •9 1 RACK 11 SLIDE TRACK q SLIDE STRAP WASHERED STEEL THICKNESS �, .L. SCALE 'HALF 1 12 13 s zE �' KEYHOLE WASHER o11 SCALE HALF SIZE 5CALE:HALF SIZE WINGN ..-� S S� �sI UNLIMITED UT e 'r Yr s WIDTH' , 14 (OPTIONAL) �! ,.! 015" (PERP. TO PANEL LENGTH) 1 �� a •o� O SCALE HALF I © S !i 1 TYP TOP MOUNT S ZE SCALE HALF SIZE a 17/64" TYP SECTIONS 1 1 I 6 I STORM PANEL �,�.�I�S•.•�•� PLAN I �$,��«�= -•� VIEW }w- J �Y I =w i k - 4, ..j f �_ -� s 0, ._ �! 11 1, V i °o°o '�. z � � a � 11C BEACH O O O O Q0 H .r .�..rt alp "• O O 1/4-20 S.S. 8 T LIi q���. I o 0 a OL & E o 0 0 z iht OF�1C l l o , ` O O 000 '� Nu.t O /� WINGNUT PAN gVitCT is A, O O O O V \ J ►- �� . C((S EL MIOSPAN 1/6"• TY O O O O J N >; .` Y, .KNFL- H ',. VOp00o00 1 2 w„Z 0: OR (e0 51 O.0 MAX. (TYP.) ry(� [ `� PR I O 00000 < 4 J w O I JUN 1 4 EUOJ 3/32- TY OOOOOo I a <m t , I O IFI-_IU j 00 a ��� 2,. z 2'• x 093" MIN T �I No: 00000 0 f Q w 4' x 4" x .125** MAX. CONT. I 9K3 ' ��j O O O f- O t r„t' �! �I r 000 0000 I Q 6063-T6 ALUM. ALLOY OR 1 0 0°0000 i' a °W a a 18 GAGE GALv STEEL TM Y� P,a w °a��i I',, s G ;� O O O O �i N 0 X I ANGLE f{ O O O O v r ;,1('', 000aoo0° �i` wax ►- 1.Oo ��l ":'.k ( 1 I I, �`I _ �� 00000 00 i" w wln< � 1 i 1 t. �ti O 0000 i 01 Z N E .500" e e, > 4i•o99j� 1 Iv'I j , i {, '.7 � ,: , ,' N ,i• . .625 tl'I l 1 [ a s f I _ r• 300" P STORM PANEL ONE 3•IffGH BAND OF P� /� i�s sw II c, PERFORATIONS - ON EACH EXTERIOR RANGE ON EACH' BOTTOM ----- crsew.a o MOUNT / :TYPICAL TOP 6 BOTTOM ae:• PANEL OPTIONAL ° -'�-----�.- CORNER DETAIL N h I 1 � TYPICAL ELEVATION SCALE 3•. �9 ".. l' r 1 ,' f r N 9r-407P { ! 10 1 /o0 16:10 STANDARD BWLDING CODE t'ssry�2 9s) ,1,