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HomeMy WebLinkAboutBuilding Permit Application i I ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Permit Number: -I1.0A -OS-a i Building Permit Application Planning and Development Services I Building and Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential PERMIT APPLICATION FOR: Shutter ?_ROPpSED iNIP_ROUEMENT LCtCATION Address: 9300 'SUICAMMUCh C7 �1 Legal Description: I Property Tax ID#: dd 1-) Lot No. Site Plan Name: �I [��-t-I 1 Block No. Project Name: ` Mi: Setbacks Front Back: Right Side: Left Side:l DETAILED DESCRIPTION ®F 1NORK� a' '!1 i`; � v:1�rd�e�2� I��ll�+�� sk�Tl"�Ks��(ec,. �6,y;.f�•,�.I•�S�-ou �(e� Y D ,a A.3s 3 o F 57-a&LM PA A3 S CONSTRUCTION INFORMATION .._ _ _._ Additionalwork toe e orme under tis -checkpermit aMap HVAC E]Gas Tank E]Gas Piping Shutters Windows/Doors 11 I � Electric ❑Plumbing Sprinklers Generator i Roof Roof pitch Total Sq. Ft of Construction: SFt.of First Floor:! Cost of Construction:$ -32 (� UtilitiesSewer Septic Building Height: I ' 01NNER/1ESSEE - CONTRACTOR �i�I+� Name �,ui )M, OA-3 Name ^. .' 't 1 r ae Address:�q`3Il'J.. Z(���I`'�'�[71r0\�G1'1 �� 'Company: ,� ,i �`� , . City: I'D11Y1 LUGS. Stater . Add ress;,+.7 bY c 4 -( L. IL4 ^ Zip'Code: ` � Fax: -City:�;UI?5�- �U(Vl1 t'C CV1 State ct: Phone No._A ��� r1 lJ0 Zip Code: 05"�;k/1 1?) Fax:5k 'E-Mail: Phone No. Fill in fee simple Title Holder on next page(if different E-Mail: I I'1 Vo GtiIS( Sy) from the Owner listed above) State or County License: C, Il0A If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. I SUPPLEMENTAL CONSl'RUCTION LIEN LAW INFORIUTATION DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: of Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: of Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording our Notice of Commencement. i - s Signature of 0er/Less tractor as Agent for Owner Signature of Contr Licen Hdder STATE-OF FLORIDASTATE OF FLORIDA COUNTY OF AI V1. 160A4,J_ COUNTY-OF The fo ing instrument was acknowledged efore me The for o ng instrument was acknowledged before me this rday of N LTV 20 acknowledged this or of e J 20 _(Z_by c.1 oa rd 1-�2ri Ail p ar T \Ac_n Q �. (Name of person acknowledging) (Name of person acknowledging) (Signature of Notary Public-State of Florida) (Signature of Notary Public-State of Florida) Personally Known / OR Produced Identification Personally Known &�-' 'OR Produced Identification Type of Identification Produced Type of Identification Produced Commission No. f r1��q�'7 (Seal) PAMELA A.EVA commission No. rFl Salt o�r44 P �k A.EVANS W-YAC° NOTARY PUBLI Q ° NOTARY PUBLIC o MUM ID Revised 07/15/2014 N/ 1�a Comm#FF150967 0 INCE 1eI o?Expires 10/11/2018 NCE 1g Expires 10/11!2018 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE CO M P LETE INITIALS 114-0-20 S.MOVE BOLT! rsrr rl AM&WAS E2 a 0.010 DA X dOlO A 0 12 r Mr. yy _--- -1 --- i 1w, + op '4p _T ftlt,- i cuntA 2.484 do -F- nz4 LMAXL:: Wd.E-- (g) ---' ' L.IZ4_30 --- --.v A ago-olff-m ED OPROW41. 3'A&Z. 'U-W/O OUTHEADER -aa S S,S7W sm" TP M A%ME AMMM h Jar. J 50 -7 & ur50 SPACNOS SHOW OV SEVIOAM Owl _T A ORSEE 04, T AVEMUE LW LOV ..09r -1 T MINI WALL f.75!W0.632 REVERSED -r—AME TRA -F- M40K ANGLE Q ANGLE WnH STUD Nr.Ir WITH 57UD -223 114-0-20 .21�- 304 svm .2-N WED S 0_3"� ww ro 'o-arj,.. .0m- .k730, oi.fa, 11 KEY HIM MEWN V...035' —F- 1�acc KEY (0770m I IT PA­ '0% KEY�� " 01 WASHER (R mmm @ KEY ME W�IM Am XIM eav-muuDr MAW:311' Lice, t7mr 0 P-FBV' �64 FLORIDA BUILDING rl CODE (Non HIghliftitliourricans Zone) 1 02013 MTEW.Ava 16 0.0. A 0.050' BERTHA ALUMINUM STORM PANEL rq.L • SNAP GA Pf (2.00- DEEP) OROW M, DETAIL f: STUD W/WN0 NUT OY1241f EASTERN METAL SUPPLY, INC a4m ILECOX11C. 4263%W ROW CAW COMPONENTS 'nLLrr TESnNG&ENGINEERING Gmp� W07 PALM WACK FL— 15-045 NVW_(567)209-8264 FAW(560841-1716 W&TS I&TUH Jr.,,P.E. SHEET 3 OF W 9 cant POURED CONCRETE 09 CONCRETE AACHORS _ - CONCRETE AICAoRS` CONCRETE BLOCK Wall. COW. Irer. REQUIRED (OPEN POSfl1dN+) (SFE SCHEDt1LFJ CONCRETE ANCHORS ��® T. �__ 3 Ow,G !•M:n.I- tW -250 (�SCHEOMAq -- ; --- .500- I CONCRETE ANCHORS --- 600 �SPACING) - POL47M CONCRETE 1 1 CONCRETE I CONCJ?ED CINO .. 1 1 I II i I N �1-•Nn.SEPARATION ; 1 h^ -4 J'Nin.SEPARAVON I W TO CL455 I I 70 GLASS 1 I I 7 I I U /"Aft SEOAWO/ON _- 1 TO[LAST 1 `q I N OP71" I 1 , a CONCRETE AACHORS SECTION 3A aa¢ , 1 ;.•1'X SEPARITION , I I/4'FZO s 7,2 ; (SEE ST:HEOWFJ TO aAss IotTs w�7/B 1 1 jrZ O G �® I I 4 •500• •" 1 1 I 1 I I 1 POU £,D. ' croNCONCRETE i 1 ; POURED ED. i BLOCK WALL I CONCRETE I = REQUIRED Id'OTJIRfD I CONCRETE �NCRETE ANCHO I CONCRETE j OR CONCRETE , 1 (SEE SCNFDUIE) aR CgSPRETE 1 BLOCK WALL ED• CYN. RBLOCK WALLEWIRED ; I REQUIRED I I J 5 Yin.SEPARI7ION 1 t (OPER POSRTOV+) E �`— TO GLASS i _jj i --- 5 SECTION 0 ANCHOR T ]- f z5D r`°,�TEsalm��1 ( SrFrEDUD"u p°5 9 C-L SECTION 3A WAL MOUNTING INSTALLAT/ON SCA/E:J/2- 1• 1/4•/-20 x 3/4' I K SECTION®ANCHOR SECTION 2 -, wm��DW�lir'/'' ' c nv'i'12. POU as aSTIM OR CONCRETE I PWRm CONCRETE OR i1 BLOCK WALL C07!(RE7E BLOCx WALL11WRED ED' ' REDWRED .566" COW E0. OR ; A E.D.m EDGE DISTANCE _ 5 Cont i (OPER POSMON+) ' N 9 @}�0 g 1 J, CONCRETE ANGNRS� IBLOCK WATT. I EVERY 57Utl ,a a (SEE SCHEDULE) i SECTION 0 STUD REWIRED i o 12'D.a i TYP. TOP/BOTTOM JI_ _— WALL MOUNTING INSTALLATION I fit A ^IT l ISLALLATION +No SNAP r.+P J SECT/ON 4 •--L � PELTAIN CLOSED AT —19A N07E FOR COMBIN477ON OF SWIZONS: ``S`N\'1 // HURRICANE CONDITIONSsrxE:I/2- 1" .9 Cent Q` B •1/ �' � . SEC ION o STUD WALL ATOUMOVC SECTIONS aw BE '1\l N,2 ��� FLORIDA.BUILDING CODE (Mon Hlgh Velocity Hurricane Zone) TION COMBINED IN ANY WAY TO sWr ANY TNsrAIJA7M.. WALL MOUNTING INSTALLA �''•, No 441 02015 7=00,I= 0.050" BERTHA ALUMINUM STORM PANEL OW SECTION I SWE• T/z'=J' =7}: R _ (2.00"-DEEP) • w/t4/rs �0„Fr :DE7M OF sEz;Dav A SND VA7ID Acro fVR y p '�.`• 1 L E C O eNa. EASTERN 4 METAL WEST SUPPLY, INC aTe IeuL NOUN7IND IH57AL7A11OV-SEL7MN 2(TOP) ' •' nye nYitU�Qy'e`A•`ty�+ TIT TESTING d ENGINEERING COMPIIM• °AL•e�AQL r'•�TX07TLL15-045 �60 RE rFVIYry,�I G�\y`�1�``5��, aas Nom.xul1Jr.( 11-tNnlritm Rp'K• 1)Z09-62&x FAL(SaIJ1tI��71B y� SIM4 OF 17 FLORID10 A Lk..441G7 V 7/e'xNUJT/J2' WAVSOLID SET OR ELOT—h PANELWE OR S.C.TAPLDNS et y7UD _ E LK O 12'O.G CONCRETE ANCYIdT" _ ( E D. E D ®oR� 7J/w/7/4 O-120 0D OR 11A ( �HEDU[F��__ • 3 CorrE 7•�"' (CONCRnE SEE SCHBJU E D. (SEE SCHEDULE MR SPACING) 0 A I SC CONC/fE7E ANC Us&B V WLT i♦ SNS SEE „J_ - - _'-- -POURED ______ - - ---_--- - - CONCTETE- - 1 % PoDRm CONCRETE I -- ' �• � -- - ---�,1`�� - -- ---- - ----- -- 1 RELu2+ED E0.I I ED. I I I d POURED CONCME d COOPCURMEVr ___ 1 _ __-_ __OR-CONCRETE -yi_ _._.�.-1____ - -,._ ___ 1 ,-tl __.... _.=01CCK A•A71 ___ -r _ _R �_ _ _— _� i—i __ i i R Lt7:LOf,7X)N _t__-_— -_�___ REOUIRE'D _—_ C-L 1 tI i 0112'20.CPo It 1 a (feRETE SECTION ' - GOtIt. 1� 1 I 1 I Ci I � I II SEP412AI'70N I g 710N ' f'Im. I rl sEPARAnav 1 1 TD dA55 i �: I TO CLASS i a d POURED 7a GT.AS W i 7js. -zD REOU/RFD E12RY STUD 13x�4 S.S BOLTS' 1 CONCREFE .g 1 O 72'1 C. WAGw/T NN O 1 I �g j 1 v I MI. I 12'6.C. j i OR ETF c% I 1 7 1 ' BLOCK WALL W 1 d j 1.725' I i3' ant REOUNED 1 I 1 I I POURED COER:RE7E 1 1• R CONCRETE 7� I (ON--5A `E4`lRED SX/D SET OR ELCO nrok PANQMATE OR S.G.TAPCONS E D. E a o® ® W1114-0-20 s Dtwax eDLr OR o 0 OR®W/1J w/T/+e--20 mummo amr++ (SEF SCHEDULE FOR SPACING) t lL G F OR My—NO & FLOOR MOUNTING DIRECT WALL MOUNTING INSTALLATION (D. M.) �i'V<n.SfPARATION r IN T N — INSTAL�Ar�nN SECTION 7 — SECTION 8, SCALE: 1/2•- I ,10 Gtit55 i I SCAIE:1/2'+1' 'J O• SCALE:1/2. "��__11190 t i int I I _ r ' $ 1 ' t I 1 I POURED CONCRETE j., f• E.D._(( DQE ON ����,\\\\ Ai ��T ITssAis REOUIRm SHEL75 8 R !0 X �`C•,••••••••:,.,</9�i (CONCRETE E,B. GE�SF FLORIDA BUILDING CODE (Non Hlgh Velocity Hurrioana Zone) nnn��1 4416 eZ0m TRTE00•Or- 0.050" BERTHA ALUMINUM STORM PANEL srLe N01E FOR COMBINATION OF SECRONS: -k (2.00' DEEP) BLnLD—OUT & FLOOR MOUNTING w = ��yrs AlL,/FEOOR%CQLMG MDUN77NG SECRONS CAN BE ,4w zz EASTERN METAL SUPPLY, INC D„e COMBINED IN ANY WAY 777 SU?ANY INSMIAnON. ^,O INSTALLAN — SE 7C +7-�70 l 5-045 duwnl7:At. erjAJ SCALE:1/2 -,• >fifl lEk�(Al \\\\� If 1111111111\1\ ------ WALTER A.TLI7T Jr,P.E r ae Usr t SRFET S.117 FLOlE04 Ua 44187 • ' rJ CONCRETE ANCHORS (SEE SCHEDULE) E 0\ SOLID SET OR ELCO mole PANELMAIE OR S.G. TAPCONS \Y ®©OR® W1114-0-2o. SIDEWALK BOLT OR ® POURED 7/8'b'x J/32' CONCRETE I I ®OR ®W/ 13 W/1/410-20 7RUSSHEAO BOLT+ + WING NUTS ® 12'O.C. REQUIRED E0. I I EQ. (SEE-SCHEDULE=FOR-SPACING)-- AT PANELMATES OR - S.G. TAPCONS--= - -- - I , 4 Cont I j I I ci I I I I I I I I I I I -- --- -------- - 4i I I I CONCRETE j I I I � I I W E. D. = EDGE DISTANCE REQUIRED I I = (SEE SCHEDULE ON I N I 1 I y SHEETS 9& 70& 11) I I I = I I I 1 O N07E FOR COM8INA77ON OF SECTIONS j I i 47 I'Min.'SEPARATION I H TO GLASS I i WALL/FLOOR/CEILING MOUN77NG SEC71ONS CAN BE W i i y COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. I'Min. SEPARA77ON I I = I TO GLASS U - I I I I 2 I I I BTS ARE /4 Ox3/327VICKSIDE WALK WHEAD MACHINE SCREW "GTH j i i W i1 i I AS PER NOTES A.2&8.2 (SHEET 1) 7/8'0 x 3/32" I I + + I WING NUT®N T oTRUSS HEAD BOLTS ARE 1/2'0x1/87HICK I EVERY STUD HEAD MACHINE SCREW WJLENG7Yt j 4 I 9 72'0. C. j i AS PER NOTES A.2 & 6.2 (SHEET 1) I 7/8'0 x 3/32' I I I I WING NUT 0-1 z EVERY STUD i i I 11 0 12'0. C. I Cont. , I O k ALTERNATE LEG i 1 N I I I 0,4710N 771 POURED d --- CONCRETE 4 I OR CONCRETE I I I BLOCK WALL I I o x I I POURED REQUIRED I h e I I CONCRETE i t EDGE OF LJ REQUIRED SLAB IF CONCRETE ANCHORSE.O. CONCRETE ANCHORS APPLICABLE (SEE SCHEDULE) 'T (SEE SCHEDULE) , 10 CEILING & FLOOR MOUNTING INSTALLATION Cont. SECT�� 1... T SC`�Q�.• ''EN •. J,p �' FLORIDA BUILDING CODE.(Non High Velocity Hurricane Zone) �-\� cS�C s esars r¢rnTx tAc 0.050" BERTHA ALUMINUM STORM PANEL rac WALL MOUNTING INSTALLATION = _ (z.DD" DEEP) 971 EASTERN METAL SUPPLY, INC DUE/5 SECTION 9 = 1 L E C O�N�. 4299 MT 9GW GRW +A' T� , ��� TILLir TESTING&ENGINEERING COMPANYazaa�(561)941-1719 7 15'045 SCALE: 1/2'= 1' !C a ——s —am.vara=a v" 09nxavG Na t �t�\�Ati` nn.:(au)sa1-uao.r�:Um19++-ISaI m.w' me.nea ux ac�u me lot V iV„ \\\\\\\• NSF DtIDA 1,W%1, LcN4 �tE.IT 6 OF 17 .' 'd a e -_- er_r>s:rd-�. v: - .• 'e d.;. _s:•.-�. .:.•see:."'` = M _ /• BRICK - -1 - 2'— --- / Barx ADDER 4 KAY-- r_1%4'uN - - --_--- -- - -- PFERAON to PE$RD17O - - ---- `- - - - CONGJWX BLOCK a �.ewyc, --._. - CONCRETE,BLOCK a ,�;.,,rar--e +•�r..^rs d 2'TO CONCRETE.•, A 2"TO CONCRETE.'. • a ____ _ ____ _ _ _ _ _ _ • 3 Cont cont. —•.._ _— —_ _ __ �. I I I I I I � I I I J� f/4%aB'QCO mab t I 11410W QCO Mob IXISTTNC 1 I ��5 PWRETI CIOWMEW PARQLWIE n145 ANCHORS OR 114'0 STEEL ANGLE GNIa I POUR®CONCRETE PANELW7E CnAS.ANCH0.4S OR 1/4"0 STEELANGLE LINTEL 1 OR CONCRETE'&I" TAPCONS OR 1/4.0 QCO YALE AS APPUGIBLE 1 I OR CONCRETE BLOCK AS APWJGBLE WAIL REVUTRED I I I TAFCONS'OA 1/4.0 QCO AWLS i i wh 1 1 pAgmu4TES(SEE SCHEDULE FOR SPACING). 1 1 WALL REWSED I PAN£LWSFS(-'Zr SCHEDULE FOR SPACING)- t Is LI• 1 I I II OPTION it SECT/ON 11A y SECTION 11A 1•k.SD"770N I TO GLASS I I EXISRNG BRKyf SllL .:ay SS1/BOLTS W 7J/s+/B" I �d J2•Q 0. i 3' E O.-EDGE LkSTANCE I (SEE S(HEDUIE ON ••� ••. • •• � I SHEETS 8 h)O d /1) 4 ••1'1/f"NIR. ;` W F=NG AS 1 SIDE WILK BOLTS ARE J/a�rJ 'nL1CK .j„ PENE'BLITON Ta I. HEAD MAdRN£SCREW W •.'I CONCRETE BLOCK i APPLICABLE I NOTE Ft1R CDAIBINAPON OF SECTIONS: AS PLR NOTES A2 d L11(SHEET 1) •.A•2"TO CONCRETE WALL/PLOiOR/C£2INC AOUNDNO SECRONS GW BE 7RI1SS HEAD BOLTS ARE CDAIBMED IN A1 2Yx�9'IHOK 1 1 I ANY WAY TO SUIT ANY INSTALLATION. HEAD A&GHW SCREW W rtr .I• I I I I AS PER N07EY A2 d B.2 LITHQT 1) 1 1 --- 7-- J -- - --- ----- - - - - - - I .I I 1 I •.15 t ,I I I Cont. •:I I 2• J1/2'� _- - - LLQ. °+++`+��RtAtt71(1`%'''% VEEN�+ ��,.•••'•••., TN* FLORIDA BUILDING CODE (Hon High Velocity Hu cone Zone) FOUREV CONCRETE 1/4=ELCO mob :V \C EN,s •••,9 �.J OR CONCRETE BLOCK pµQWTE TVAS ACTORS OR 1/4.0 F enla m7rco-HNA 0.050' BERTHA ALUMINUM STORM PANEL P.lu. WALL REOulmv TAPCONS OR 1/4.0 ELCO MALE PANEWATIS(SEE SCWW E FOR SPACING). - _ No.44167 _ - (2.00" BEEP) oPA�N�` V*. o:a./Is EASTERN METAL SUPPLY. INC w1E RVALD QU7' INSTALLATION I I. E C O IMc. One WEST ROWS DRAB TICCIT TES11N0 k ENOINL•ERINC C04PANY WSf PAW BEMµ2 J3407 1$-045 SECTION 1 � PONE F)209-a2BJ FAA''(M)941-1716 'r I� '�. � ,as xw.mn a P..x0.MnaaR cw,vs.n ntee STi10E:J/a•_/' ✓iA '`s •Cny°yy� w•n.:Oo"Nrt��X19��t�,t tn.A maty tv.w va, D1IAYWG Nb �ONALEN++°° NALTERA741BJ..P.E �twa, SHEETaAOF17 t - - -- -- -- -- --- ------- ----- -- ---- -`T/n� NNS FwmDN uc.44,eT . • V of TAqWNS AANCENT INWWRLY ADJACENT '/*' e s•o.a w/r 1/2•ua. THRFwm PAAU REWVABLE PANEL CONCRETE AWWRS l:7RATWN TO EXLSRNG WOOD STORM PANEL -1/4'MGA: GAP AT 6.O.C. ER . Max. CAP o -_- - =--__ - - ----=- - - ---- - - ---- - - - � N2 __ SECTION B—B 1 ----- ------- REOLARED cant ]RACK O��W �'- SW E: 1 r/z'a r' 1/4=20X1S.s WDDD HEADER -- - - --------- ---- ------ REWRED - - - - - -------- — -- OVERLAP ro • .m I I A a (eon) 12A.1213 a (Born) 1 r/a=2mrr'ss. 1 SrOEWALX BOLTS 114;20'1'S.S. I �d A"MirPANELW/7/B'x J/J2' IWER70RLY I 4 sEWALK DOLTS 7/6'X 3/�2' a WING NUTS AT REWXWADLE AAL4CENT W/7/0'X J/J2' 1{9NG NUY O t OVFRIAP STORM vANEL PANEL 1'Min. SEPARATION C W/40 NUTS AT r• SV"WN EY£RY STUD TO GLASS a OVERLAP 0 12'O.C. g 0 1 B CO B g - V AM 0 OR CENIRE A✓ E DRY W O 12'0.c. g p 4•RE 0 od PLATE A 1/4.0 ELCO PANELUATES ' L— 11 8 scuD SET OR S.G TAPCONS SND OR G. WCONS W/2•W. OR PANQMAB3 ANCF/ORS 02•O,C. PENE7R177ON AT rNOmw O 6.O.G AT ADJACEM R ED Of PLATE A 6'O.C. PANELS ®ADJACENT PANELS a(sort) 12 A,12e a(eon) WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 12A SC41E"/2'' ' SECTION 1269 �'LE''� !'• INTERIORLY REMOVABLE STORM.PANEL INTERIORLY REMOVABLE STORM PANEL SECTIONS PARTIAL ELEVATION MAX. A.S.D DESIGN PRESSURE RA77NG = +50.0, -50.0 P.s.f. SVLE:r r/2'= 1' F�pENS '' �' FLORIDA BUILDING CODE (Non High Velocity Hu cane.Zona) `� Barrs nL1Eoo me 0.050' BERTHA ALUMINUM STORM PANEL ML �j� ' = (2.00" DEEP) mowft EASTERN METAL SUPPLY, INC �_;;�•. Y r L+•cL1' I L E C O�w�. ,zRa wLYT L�ARNE T ��j •' �,, purM rr TESO a EM EVING COMPAKY °E1,F fc J7O7 15-045 i,O 1 I � erg KK.taro.sr s.ma wase,GvmDc n arm axoNE fs9gzo9 ares fa•(561)84f-1716 No AiAO,�VC' • ,a°°°•`` ww:l>m®�DU6719 Iamn7aT-191 gyp, ecr �s e,2 a9A119A: °yr -- -- - ---------- - - --- ----------- -- ------ - - --rrrgll ---- sxEr T a 17WALMw 1pLL�N1YDanAa-LLaAare]-- 114, COAMET ztow B BOLT Mir&WASHER WALL REOVM 0 f21%a CON EI ANCHORS 716"X J/�T* OL'�� 0 12' If (SIT SCHaWLE) • COW-RVr WN0 NVr V MURM Comem 12'0.. EVM SW CbT Ma CONCREM ANCHaRS 7. O 12'0 t CONCR&E�- .aW-.Tb IfR!AIV LEG LOC47A7M Af—,AN(;lEORC­f---- MErAL At�DENT PLAIr 2 4' .125' .080*J1015-Nim shaT J10.5-HI4 OR 66-T6 ALLOY _AhME IV MASS CASE A .(Pla SME,• 1/1'- I- 7=:J Z- X JILV H-14 CR eow-ra ALLOY c..t.N—'Wax WIN mcww 0 12,O.a 1 Jam' 7/V" w HQr FANEL .LNC�lp. - I "I >,'A G4P 7.000` M CONaTEM _V4R/IM J'ljl OR Off Comw"Remm Ix WALL RWUfiZW Cont OR •WALL REDULRED /77 CASE D 6910n)717177177771 j! POVAW CONORM REWREV = a"A CoNaRm RS (SEE Sch r.7sa:q c L lis. MCKS(MP) X BUILD OUT DISTANCE CEILIN 0 -& FLOOR MOUNTING p X WTAU.AHOK - SECTION . SCAM:112"-1* r a-EWE OWANCE I r14 !r so4r 4.x 4-m.072^ 4 a C.ON 105-H14 OR 6053-76 ALLOY WIL"aamor Cant AA—AAWX Mrr FOR COAMNARON OF SEC17ONS CASE A9 (Plan) CASE E (Plan) NALLIT'LOORIMM AfOlJNMV SECWNS CAN BE sr4LF-- 114'= Y" END CLOSURES DETAILS SCALE., 114'- I- COVOINED IN ANY WAY 70 SW ANY IWAL4A770N. -�SIR A FLORIDA BUILDING CODE (Non High VolocIty Hu cone Zone) N.1QE/V 020fS XT=Mr- 0.050" BERTHA ALUMINUM STORM PANEL M.L. (2.00' DEEP) mw m- EASTERN METAL SUPPLY, INC 0""1M'5 A /71 MEC 0 42M WW"M Or nuir TEsTm&ENmmaima COMPANY XW PALV WAM FL FIVAO(MQ209-4M FAr-(w=r4)0"7 1-1710 15-045 DROM ED-00mlo 2! ......... 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I I , EYEM'S7UD 11/4"0-20 x B 12.O.C. W/7/8��/J2' I + I 2 X 6 MW70D I xve0 hswEaz a 1c RtJty REM"M ....._...t -•'+ oEtk'Rtv'rt. s 7 I 1 1 I T"x 4'PU7E OPT)'ONW1 2-AM MWADED /'1 REO(ARm WTFS aRSG.UPCOM ALTERNA Vt7 E 5A ---- hr Or/uTL'macAL T9P s Z,TAPLtl.NS 1" L1pT1OY.fsFE SW2DlREJ w/J r/z•taLL r/f•!rAPcaNs _ALTERNATIVE 8 w/1 1/a•MM. ! 7/N�.�Rrl10Ev PENE7RAraN lam'-SCNPDL2FJ i •--C) ALTERNATIVE 6 SCALE: ?12'o t• ALTERNATJY£ 7 1 r 0112, SCAfE:1/1• r t I 1 8 , o�E 2''0.C. n+arEs: 2226 COOL 1 1.IWAUA17ONS ARE ONLY VAUD FOR MAX.ASD.DESIGN PRESSURE RA77NG NOTE FOR COMBINAn[XJ OF SECRONs AND PANEL'S LCAS PER SCHEDULES ON SHEET 2(EXCEPr AS ND7E0) . � 2 SEE ANCHORSCNEDU[HEDUL E ON SHEET Je d'17. WALL/FLOOR/CDUNG MdtWnNG sECDONS CAN BE ONSTIM1C7X1N• CONEWWO/N ANY WAY SUIT ANY LEARON. tritlu f� 70 INSTA ' J.FOR NEW N90D FRAME C $OUINERN PINE Nm z W/SPWRO Da Nr (' FLORIDA BUILDING CODE (Non Hlgh Valoeity Hurrtcans Zone) t, 1 NS�.'•:��y 02015 17 nw, 0.050" BERTHA ALUMINUM STORIA PANEL raL. a jfD ¢4 (2.00" DEEP) 191Am tm J/4% ZAPCOIS ���� aJ/JA/IS wr 1 -PEi°�ErRATrow EASTERN METAL. SUPPLY, INC GOD IIMIC C►O IMe. 4M PEsrRaosDats IILIECOIW--� — r tntir tEANC h ENGINEMNO COMPANY %MP"BLACK n M407 ALTERNATIVE 5 "fis Fg�y(j 7 C4�.' esse+e sen sl sw sae wrn+.wnms.n s+,.ee t"O"e(5 IX09-811RT,FAX(SM)Mr-1718 15-045 L -1571 ae w dnrrw nn rr.r oaea me ORANAC Ib -SONE: NAL7ER A.'TIWT.tr.,F.& f an rr-ar A MEEF 13 Or 17 // 1 FLORIDA I A4167 WOOD TRUSSES OR RAFTER 114"0 LONG ELCO 24'a C. REQUIRED PANEL MATES OR SG. TAPCONS W/2-Min. 7HREADED PENETRATION — 70 EXISRNG WOOD _- -- i 7/810 x 3132' ( ; Min. (6063-T6) - O W1NG NUTS @ 12-ac. Alum. TUBE W1 — 5116`0 x 4' 3/4" I I I AG SCRE)S T O I7W 8 /UILDEX- _ I_ - --- _—-----=-FACN_J0157__ ---- .� TEK SCR 1 1 LOCATE SCREW' _ ------- - -_.- - - -- ----- - -- - -- - - 1 ® 6O.C. i I 4 Cont. AT MIDINDTH OF j REQUWOOIRED I i I w ! i 1 FXI57ING WOOD R£ NOMMAL(WIDTHn- I I ) W1 2'Min. THREADED t SEPAMON I x '� SEPARA77ON I i i PENETRA770N. TO y I TO CLASS I ALTERNATIVE 1O WM 0x 3132• I 1 I W SFUD ,i SCALE: t/a"= 1' A NOTES: �e (UNITED TO +60.0, -66.0 p.sf. DESIGN LOAD j AND UP TO 9'-0'Max. PANEL LENGTH) 1. INSTALLA77ONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE R47ING i & FANEL'S LEAlG7NS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) Z SEE ANCHOR SCHEDULE ON SHEET 16& 17. I i i z a 3. FOR NEW WOOD FRAME CONSTRUCTION.• WOOD MEMBERS TO BE 1 I 1 71810 x 3/32" 1 I s soumERN PINE No. 2, W/SPECIRC DENSITY OF 0.55 OR EQUAL. �i WING NUt @ i 1 .r'•.- ,.,• 1 EVERY STUD - 1 6 12"a. a W 1 1 NOTE FOR COM61NA77ON OF SEC7TONS: \\\ Jrhtr \\lplltii11111 1 i 11 I I 2-x 6' �.•\�yj,jEAA- WO Cont I OD DECK WALVFLOOR/CEILING MOUNTING SECTIONS CAN BE j (OUB SH COMBINED IN ANY WAY TO SUIT ANY INSTALIA770N. UC� �% I -11.000 IN. �- ALLOWED) �NO.4¢ 2"x 4"PLATE Cont L '0 T 1/4APCONS s<`•^•� J]f• 7HRE4DED2PENEM77ON Y�i��l0'•.., A ���\�•' (SEE W DTH OF )PLATE ,r��f+�it lib4+'�'4�` 1/4'0 TAPCONS FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) ALTERNATIVE 9 Wf ' 112- Mln. e2e,5mTtCo 0-050" BERTHA ALUMINUM STORM PANEL rx, ALTERNATIVE 10 rR D aENr)`IoN SCALE: 1/2"= 1' (SEE SCHEDULE) (2.00" DEEP) SCALE: 1/2'= 1' nLUT EASTERN METAL. SUPPLY, INC 66 ,6 INSTALLATION DETAILS ON EXISTING WOAD BUILDINGS ""B"ter' °R"` TESTWO a Ex OMMINo COMPANY uEsrr LM euCA FL JUDY ssm a.TER s s.m mceu armae n x,m r !$5,120.9-W&Y,FAX'(56,)$41-1716 15-045 se"r:fnvsrirr-,s7o.r s am7s7r-,671 22m No _ FS-6005719 WALTER A.Titilr J,;,P.0 Fi0ga a,9 rr-m s SHEET 14 17 0u1112 Mr67 AOa. EXASRNG. EXISTING PFNE717A11071 I ,y@c l BRlL'K 1/EENEI7 1/4%x8'ELCO male PANELMATE PDVETR477ON rYax."1 BRICK VEENER NAS eAWHORS OR 11/4'eETAPCONS 1 7YAS ANCHORS OR 1/-0 0 TAPCONS (SEE SCHEWLE). (SEE SCHEDULE). - - --- - - 250" .250" -- _ - - - - -- r -- - RVOER � REO(IIREO `---- 3 REQUIRED I onL p EX7577NG EXISRNC 57M ANGLE LINTELS NTEL 57EEL ANGLEGI�..__. _- ____,I.I___ _--_ _ _____ 45.APPUCABLE_-._- I I MN SEPARATK7N I 1 � I r SEPA/PA1 TD G1A55 TO"AW 55 i II I � II II OPT70N J2 A 4 TEW TI VE IIA ALTERNATIVE 11A 11 1 II NOTES 1. INSTALLATIONS ARE ONLY VALID FOR A44X. A.S.D.ONDESIGN PRESSURE RATING 7 m AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2(IXCEPT AS NOTED) I BRICK i 2 SEE ANCHOR SCHEDULE ON SHEET 76& 17. 2114' i ` 3. FOR NEW WOOD FRAME CONSTRUCTION.• WOOD MEMBERS to BE SOUTHERN WOOD i h PINE Na. Z W/SPECIFIC DENSITY OF 0.55 OR EQUAL FLATE FTASMNC AS I '+ AgY1G19[A I N07E FOR COMBINA770AI OF SEC77t PENEM47101Y WALL/FLOOR/CEILING NOUNRNG SECTIONS CAN BE I a COMBINED IN ANY WAY TO SUIT ANY 8737 111. _--_- _ LL 5500' i `11(111(11111111C/!/! EKTS77NG I `��-`Q,�T ER A. T'x 4'sws Cont V.• 0 16.O.C. Mar.'REQD •` '••l! E70571NG Mrn. 1/2'PLYWOOD EXISJ7NC LICFN •,��i 1/4 G>8'ELCO mafe PM'ELMAIE REO•D(7YP)W/FASMONG BRICK SILL 1/4'0._20 x 3/4' NAS ANCHORS O 7/40 TAPCON TD''`�T UDS AS PER SS.BOLTS W/7/6i 0• WL TO SCHEDULE)TO PLIIVOOD.SECTION UIL OF THE J/J2'WING NUT (SEE SCH FLOI7/04 OOMC CODE. 0 f2'O.G ALTERNATIVE 1 f r ' BUILD-OUT INSTALLATION SCALE: 1/s'= 7• *MUD FOR MAX. A.S.D DESIGN PRESSURE RATING +50.0, —60.0 p.s.f. FOR UP TO FLORIDA BUILDING CODE (Non High Veloolty Hurrleane Zone) 78"PANELS LENGTHS, AND FOR +50.0, —50.0 p.s.f., FOR PANEL LENGTHS GRE4TER oaars ra7Eeo,R1C 0.050 BERTHA ALUMINUM STORM PANEL rat (2.00"-DEEP) THAN 78" UP TO 108" aa/2�/n ��■��.�® EASTERN METAL SUPPLY, INC X {, C�►O 1 N c. 42M war Roos a7m. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS TWT TESTING:ENGINEERING COMPANY �^ M'°' 1s-D4s ear wr/.aa.s,x..3xt warm avmols a area PNOxe(567)2(9-B2e.T.FJLC(se1j841-17fe dime:(IIo7071-ra0 ORAR'A4G!Je EB-0oG ff,, WD Ir—al WPLLO ti RLR 41 P.E 9SE114A OF 17 n.GRIDA Ile.4411f7 r� 1/4d TAPOOKS W/ PE71�lA5T r/2'YaL THIBROEO 71AV 7D IXtSJRG IN?pO IIFAOtF• f/�'m-2p S S.MALYIM£ ( SGYlED BMT W/NAlr k WASHER u'S O EWRYSMO I2'a G Cent I I WPCY7 __t_ - Hwmw i T I'Nln-501AR4MN j X --•--- -•�-^- TO CL4ss ' �•,_7"Alin. ASS 11ON MASS t TO i i I I I 1 T 1/1`P-20 x 3/4' 1 5`.S�7S W1 1.. i • I +a`At 3/J2'WMC N7f7'O � T!E'x30' i a u'aa K12'0.G p S i 1 I i I t "2'k4'(VODO f• i 1 4 ttX6 WOW K RM t I PATE REU1J. :0 1 1� A/GI. 1 n i 1pQp' t j I 1 I ftnL t f 1 1j4'1 TiFFCYMiS,. !/4'P S.G TAPCONS OR t/4m ��6 Cont. ' PAMMTRR PANEL A(AItS W/FIV ED 7WN 70 . T/4'm AVtiOI'�S PLYWOOD.(SEF SCNEIXJI£J W/ EM57ANG Aan. J/2"PLYWOOD INRE/OED PETEDtAppN LREO'0(IYP)WJ FASTEA'ANG (SEE S iD SJUOS AS PFR SECTION 2304 OF THE ALTERNATIVE I FLOMaa UUMNG CODE Sc4E:1/2'- 1' ALTERNATIVE I NOTES: sc4c:t%2'-Y ' " T. INSTALLATIONS ARE ONLY VALID FOR MAX AS.D. DESTON PRESSURE RATING *VALID FOR MAX. A.&D. DESIGN PRESSURE RATING +50.0, -60.0 p.s.f. FOR UP TO AND PANEL'S LEN07NS AS PER SCHEDULES ON SHEET 2 78'PANELS LENGTHS, AND FOR +50.0, -50.0 ps.f., FOR PANEL LENGTHS GREATER 2. SEE ANCHOR SCHEDULE ON SHEET TS F I7., THAN 78"UP TO 708" J. FOR NEW WOOD FRAME CONSTRUG770N.• WOOD MafiTERS TO BE SOUTHERN PINE Na. 2, W/SPECF7C DENSITY OF 0.55 OR EOUAL. �OENSe ;5A FLORIDA BUILDING CODE (Non High Volocity Hurricona Zona) N07E FOR CRilH(NA7TON Of SECDpNS 02015 MIEAT,m 0.050" BERTHAALUMINUMSTORM PANEL rnL (2.00" DEEP) ORANN or WALL MOLAMNG SECTIONS FAN BE .' i-� COMDINED IN ANY WAY TO Star ANY AWAL AAPON. •. ■ 1+IIS EASTERN METAL. SUPPLY INC ms/2.�r5 S-0'-4 4�r 1 L E CP �!1 Mc.\ 42Ee IVESr mens uar E s aTD �'1 ,$io TltttT TESTING A tT"NEERINO COMPANY NEST PALO BS4M FL 3Jf07 15-045 P r •'.,. �1dpP0, P, 1s"('gyp q'o N95 tt WAE:fER nomA. a f�fanee '� FFgI,Ei-m TjZdB-82.V,IRC(5dt7ds d yR 91tft 15 or 17 VV A� �*iz� e a n n�srrN pRi�Sarrn� Re?7NC (P ti) ANr� GOFtRF ONDINC. �AxOEX AN_ CHOR SPACING MWVM ro INSTALLATIONAPPS INTO WQpD ' BUILDINGS (ASIFh46 N _ W 6 N9LrA%f 70 BOW FAVEMM mAL"K /d APYWAI PAW MoaO�RO.FJa' �aa� �1 Ad0.OLti'G1 � AL1ETbV101t51 r x N1Y59 1�},T6AR__su7APOSY- -_ - _ M 2F RIeFWESSLWE./.):<..t.7AP01Vs. sGrA'CW WW2 M5 _ ,vrassse- rrLraBAx- sG7rPcdv ar.-..__.iev_r cnB�eaunew-IDF70ra.l2)_ __.. -.:a°n""° .:�.,. 7unxra_ _ __. wuvNerc Ird�..�_Val - -- ---- -aAra4'_IP.11_- ---'--. 6un+lirE.nw�a=n�xv----- - /- .�.,.,_.. - M' NIA N/A 1,I.v) 12' N/A NIA 1 air) __ _- -_- 12' _NIA__NIA— _i_(gyp) 12' NIA NIA 1(80TIM) tT' N/A N/A 1(B07TW7) ,1' N/A N/A 1(BO77O.lI) I2 N/A N/A 2(IOP) N4A NAA 2(70P) ___-,2- =_-NIA N/A2(RN')-. -_ _-_ 9--N/A--IA--1(8017Lw)______- NIA g• NIA N/A 2(6077W) 9. N/A N/A S1(7A) 9' N/A N/A JA(TDP) g• N/A N/A JA(!OP) 9. NIA NIA 3(-77W)y N/A NIA J(807RYrJ g• _ N/A N/A 3(BOTIOY) 12" NIA NIA 4(IOP) 12• NIA NIA 4(rOP) NIA NIA <(70P) 12• (BOTTOM) 12' N/A N/A 4(BOTIUN) N/A N/A N/A N/A {(00770Y) 12'9. fY' NIA NIA 5A(WP) e' N/A N/A S'6(MP) 9• � /y/A N/A SI(7DPJ 9• N/A N/A S(MMM) NIA 1/2' NIA N/A' 5(B071ON) 8• NIA NIA 5(82"m)9' y NIA N/A 6(BD770YI 5 1/2' NIA NIA 6(BO1fOY) N/A 6(60RU11) +40.0,-40.0 5 1/2' N/A NIA 7(80TIUY) 8'-0' +40.0-40.0 8 1/2' N/A NIA 7(B07/DY) 8'-0 440:.OR -40.0 5' NIA N/A 7(BO7Tt77I) UP TV UP 70 OR iOR tE55 N/A iZ' J2" 8(7UP)• 1J'-0•• +60.0. -W..0 NIA 12" 72" B(70P)LESS NIA 12- 12m a ass OR NIA 12'' 12'• 8(BOTn7Y)' N/A 12" f2' 8(BOAOY) I2' N/A /2"• f2'• 9(TOP) N/A 12' 12' 9(fop) NIA 12" 9(!DP) 12' N/A NIA 9(mom-) 72' N/A N/A 9(BO1R7Y) 1Z" NIA NIA 9((WTM) 6• N/A N/A 1b(8077011)NIA 1/Z' NIA NIA 70(BOROY) 6' N/A N/A 10(BDT7tW) 9' N/A 9' 1 TA(NP) 9' NIA 9' IIA(IOP) 9' N/A 9' 11A(10P) 4' NIA 4' 11(80T7OAf) 4"•• NIA 4'- 11(B07R7N).^ 4'• N/A l'• 11(8OT70M) 8• N/�INIIA15 6' N/A N%A 1J(R1P) 6N/A NIA 14(TOP) N/ 5 1/2NIA N/A 1J(B0T7OM) 6" NIA NIA 1J(BOTTOM)4' 4 ) 4"^ 4'•• 4•.• 14(BOTION)•• 4"• I'• 4'• 14(807TOY) • USE 6-OC SPACNG FOR PANEL LeNGW LARGER THAN IO'-0'AND ME 12'Oc • VALID ONLY FOR UP rO+50-a -60.0 p:&f.MAX.ASD.DESIGN PRESSURE AS SHOW ON SCHEDULE FUR PANELS LENGTHS EOWL OR SNORTER MAN 10'-0' R477NG W M 78'wo PANEL LENGTHS OR FOR UP R7+SO0.ti50.0 P.s.1. AJAX.A.SD.DESIGN PRESSURE RATING WRH 96')d- PANEL LENGTHS VAUD ONLY FOR UP 70 108"PANELS LENGTHS \\'`S11T�E1R iA1 H r1,rTrrri /<</�*��� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 0 till,�'.v�^ 0.0 e2015nuew ac 50" BERTHA ALUMINUM STORM PANEL Tai (2.00' DEEP) LwAwN W.No.44167 EASTERN METAL SUPPLY, INC af7e v, T'• F� 4� TILl7T TESrMO d WpNEERING COMPANY u1NST 0'57 7 FNON.(W1)209-B=PAX'1561847-1ne 15-045 Gr`C`�y i�Y '' �!MAY.IBA.3.9d.]06'�cdM CYIOOQ R A169 �p � DRAINAI: �/ ' ••• 1�W`� W[ Ne ay.ee eBR r F r�r'p°�nAL Eh�G����'' -- --- - W ful hTLYi 1, RE wn N-al SHIT Ie or n O ]1! e 5 D DESIGN PRES.S�ne RATING (p s f) AND CORRESPONDWG EfAR1MUu d NCFIOR ��e1CING SC &M FOR &47TOM AM 1FOOD- 4K,�Y MECO f wwT APPf OM 7D uvay➢A� ASD memw6Aq SGIAICQM � A + ff7X9N L(R ➢/ES�.osE Ik'<.1AAR SGiNCM' m Oj ASD.arsro y,�. AL1Fca.0 5/e LOVIN 2'(BJ .✓(o- J fAavB nwlw,E 1M1s or"EmFFMSSLW ltd laa1J rAfEibra n,mua nb 4NIM(asW DrPOgs saav+ooN oNaq r nas •�'°" f2' N/A NIA 1 ') 8 1/2" N/A NIA 1(TOP) —NIA—_—N/A f_(1pp)_ ___-_____. -_-_„ _ -N/A -N/A—-f-(B07TOM1—-_ -_________- ._-_—_— 1t- NIA WA 1(B07TOM) I2" N/A NIA 2 OP) 9" N/A NIA 2(1G') 12• r N/A NIA 2(60TTOM) IT" NIA N/A 2(TOP) 12" NIA N/A 2(eoTTDuJ 9 - 9- N/A NIA 2(BDTrOMJ - 6• - ;y/A NIA S1(!O➢) NIA WA (MR) 9. NIA NIA J4(!d') 12" N/A N/A J(B0Ti0M) 9' N/A NIA J(BOTR7M) 9• NIA NIA jr(8077m) N/A N/A 4( ) g• NIA NIA 4(NP) 11- 9- NIA , NIA 4(OOTIOM) 11. N/A NIA 4(RTP) 12• NIA N/A 4(BOTTOM) 9• N/A NIA 54(7w). II' N/A ,NIA 4(BOTTOM) 12' NIA NIA 54(TOP) g• N/A N/A 54(TDP) 4" NIA WA 5(9O>'NMJ J. N/A N/A 5(lIDT1ON) 3 1/2- NIA NIA 5(BOTIO,M) J• NIA N/A 6(FOS) 4" NIA NIA 6(BOTTOM) J I/Y NIA NIA 6(BOTTOM) +90.0.-90.0 J' NIA NIA 7(BOTTOM) 7'O-R0' -60.0 3 1/2' N/A NIA 7(607MM) �- +40up-40.0 J W. N/A --;IA 7(BOTfOMI UP TO, UP 70 UP 7b +100.0,-iJ0.0 WA 12' B- 8 ) LESS +60.0,-60.0 NIA 72'• 6•r B(Top) 12=6' +80.0,-90.0 NIA 12• B(mp) LESS / 8(6077041)• NIA 1Y 6" 8(BOTTOM) NIA 12' 6• 8(6017041) N/A 12'• 6'• 9(IOP) NIA 12" 9(MP) N/A 12' 8 9(E107TDM) NIA /2' B• 9(BOTTOM) 9' N/A WA TY NIA NIA 10(BOTTOM) 1f• NIA N/A 9(6071041) t0(B07n)MJ 3• N/A NIA J 1/2" NIA NIA 10(80TIDM) 4• WA N/A 9• N/A 6' IIA(TOP) 10 f/2' r rA(TOP) 9• NIA 9' IIA(TOP)' 12' NIA 71 NIA N/A HIA 11(BOT)T741) 4'w NIA 4'•' (BOTRIM)�� 13(TOP) WA NIA NIA 11(BOTTOM) 13(TOP) 6" NIA N/A 12' WA NIA J• N/A N/A rJ(80710-) 9- N/A N/A /J(70P) 1J(BOTIOMJ J I/2' N/A N/A iJ(BOTTOM) 4• N/A NIA. f4(BOTTOM) N/A 14(BOTTOM) 4'w 4•.. 4••• N(-M770M)•• All N/A N/A N/A N/A • USE 6'OC SPALTNG FOR PANEL I.fNC.iNS LARGER 7TUW 10'-0•AND USE 12'OC AS SHOWN ON SCHEDULE f0R PANELS Lf71Gh45 EOU4L.OR SHORTEN THAN f0'-0" r«MD ONLY IDR UP TO+50.0,-50.0 p.sX MAX ASO. DESIGN PRESSURE RATTNG WITH 108'M--PANEL LENGTHS. `o`ttt��R�i 1i4��`g✓��rrrr� �C r ,.........., T FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) �C''• . No.44167 cabs MTEw.WNL 0.050" BERTHA OOUMDEEP)570RM PANEL DIM� •- OJAVIS EASTERN METAL SUPPLY, INC a,>:: ~: •. ,:'j d I L ECA [(fC. ' M NEST N61D9 ITP •' ��' RID tto�` TILLR TESiMC 4 ENGINEERING COMPANY -FST PALM BFAOIL 1L JH07 15-045 P \YS (661)209-eZ63, ;AC(661f64r-1716 DPAMMA Ne Df'°�Gdeii ( " � ''au,a Et . rAIT(Iflll illlllgttt WADER A.TTILL".11.7" r.9,P.E. °�➢rr-fn a� stIEET,7 or 17 ftORIDA Ua 4 ;E