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Home My WebLink AboutPLANSSite Address: Lot L��'�rL% 4856 N Kings Hwy NSF GAS. Fort Pierce, FL 382. t _ All k3] •,S t/,VV' /ALL+ c� \\ TN yS� ZLLn J. o 1I_��O �z .3 9 9" � m C PCy. � mnn :: SAD S 1: G. db•G 561746.4951 o E v a, S` REAR { ZNG. 9 E TECH' Mm p ="a,Corp NV EI ANCHORSCHEDULE ♦, ' a Q ? j WALLMATERIAL _ IANMORWPE - QTYor SPAQNG OONCREIE(3Ps() or HOLLOW.MASONRY 1/4" HREADEO RODSWMI MIN2'.EMBED INADHESIVE PAIRSAT48'O.C. 1/4"TAPCONS(OREQUM WDH I.)S°EMBED' PMRSAT48'D.C. 1/4" EXPANSION ANCHORS WITH 2.5"EMBED PAIRS AT 48.O.0 '1/2"PLYWOOD (NO AEOEM BEHIND) 1/4"TOGGLE BOLTS' : PAIRS AT 48" O.C. 1/4" WOOD SCREWS OR TAPCONS, FULL EMBED PAIRS AT 3]"O.0 METAL STUDS I PANELS 914 MEFAL SCREWSTO MIN 188a STEEL OR 0.090' ALUM 11 PAIRS AT 40"D.C. HOQOWWALL+BLOCNNG- 1/4'THRUSOLTSORLAGSTOSOUDBLMMNGBEHINO 11 PNRSAT48'O.0 General O;Design Is in accordance with the requirements of the Fla Bldg Code 6tfi Ed (2074) for use Within &outside the High Velodry Hurricane Zone (HVHZ). ©This engineeringg certifies on lyy the structural inte9riry of those systems, components, and/or other construction "plidtly Notes: specified herein: OElectrical notes. detallt&soedficationsam vooAded bvand are the sole resoonsibilit, ttheeleadcal contmaor. No electrical review has been nerformedand nocertlficationofsuch is lntended. 0 Aluminum extrusions shall be 5063-T6. unless noted otherwise. Site Address;' 4856 N Kings Hwy �ort Pierce, FL 7n'ANY CQGC i:OFfS' FIcQUlt�Ep CYFIdLD [t SP9'=R i IAT < P41A1�:@E N�CESS:�YliVi�.• O ry�VViLI LY U Ii1 ALYA+ELl4}7.J1. CVVf�S1 u 1 .? 0' i •�111111 a tia T 4: tR ^., ns .'v s .:±• 73ti'�a,-i 6; s '� ` `BUILDING_ VISION j Zia .f'ORCO,MPLIANCE,"� om REVIEWED " \J DATE' - - .PLANS ANR ' Mulst. MKEP-TO _ , -. - c ® ®. C) E -G N �m a a ® o ll U ST gm J9 LIS 9 , -s COIMPASTENERS OR ATTACHMENTS _ 1 ApE THE NESpO It11Y OF THE II r./ O,YC ZO� C lip p lAr N ANCHORSCHEDULE WALL MATERIAL ANCHOR TYPE OTYOYSPACING CONCRETE(3M0 or HOLLOWMASONRY 1/4' THREADED RODS WITH MIN3 EMBED IN ADHESIVE PAIRSAT48 OC 1/4'TAPCONS(OR .EOUIV) WITH 115"EMBED .PAIRSAT48 O.C. 1/4°EKPANSION ANCHORS WITH ]5-EMBED PAIRSAT48 OC 1/3'PLYWOOD (NOACCESSBEHIND) 1/4"TOGGLE BOLTS PAIRSAT48 OC 1/4- WOOD SCREWS OR TAPOONS, FULL EM BED 11 PAIRSAT37OC. METALMDS/PANELS 914 METAL SCREWS TO MIN 189. STEEL OR 0.09W AWM 11 PAIRSAT48 OC. HOLLOW WALL BLOCKING'1/4'THRUSOLTSORIAGSTOSOODBLOCKINGBEHIND 11 PAIRSAT480.C. •Y C y.4y.Y' .` .. V ..j. r E y,Tle A s. s 1 Y} General O Design is in accordance with the requirements of the Fla Bldg Code 51h Ed (2014) for use within & outside the High Velocity Hurricane Zone (HVHZ). O This engineeringed certifies only the structural lntegrly of those systems, components, and/or other construction eXlddy Notes: specified herein. ® Electrical notes, details, &specifications are provided by and ate the sole responsibility ofthe electrical contractor. No electrical review has been perform and no certification of such Is Intended. 0 Aluminum extruslons shall be 6063 T6, unless noted otherwise.