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1 APPROVED PRODUCT LIST STATE OF FL. PRODUCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL# EXTERIOR DOORS STEEL DOOR CECO DOOR FL 107231.1 EXTERIOR DOORS ROLL UP GARAGE 97TO 167 OVER HEAD DOOR CO FL 5684.3 GLASS STORE FRONT AND WINDOWS. K&K GLASS TO PROVIDE FLORIDA APPROVAL NUMBERS STEEL WALL SIDING AND STEEL ROOF DECK. STEEL BUILDING COMPANY TO PROVIDE FLORIDA APPROVAL NUMBERS cn, n" 4" A' -1 n" 4" TOP OF LOADING DOCK AT THIS FLOOR AREA 48" -- - -- ---- ---- --- ---- --- -- - - --- - ---- --- ------------ ---- -- --- -- ---- ---- --- ---- ---- --- ---- --- ---- - - - -- - -- --- -- ---- --- ---- --- ---- ---- --- II II SEE LOADING DOCK BLOCK WALL DETAIL ON SHEET S-2 FOR WALL AND FOOTING DETAILS " II 2" PIPE IN SLAB OVER TO CENTER I OF BLOCK WALL THEN VERTICALu � TO DRAIN ON PARKING LOT " 00 SUMP PUMP DRAIN o WITH STEEL GRATE N. SLOPE CONCRETE TO SUMP PUMP co M I 48" HIGH DOCK 1720" LENGTH = 0.0667 X 100 = 7 % SLOPE I I 0' 3' " I FORMED CONCRETE STAIRS WITH O 7 RISERS @ 6 7/8" WITH 11- TREADS O UP TO CONCRETE OR ASPHALT LOT c� N cl RAILING AT ONE SIDE OF STAIRS 108' 0" o OUTSIDE OF CONCRETE 0 20' 0" 14' 0" 3' 4" 12' 8" 12' 0" 18' 0" 12' 0" 10' 8" 3' 4" 4' 0" 12' 0" 6' 0" Fill LHi O O O A❑ e o e o . A❑ e . e 0 0 o PREP OPENING FOR FUTURE 0 0 PREP OPENING FOR FUTURE 0 0 12'0"X14" ROLL UP DOOR o 0 12'O"X14" ROLL UP DOOR o 0 1000 M#5 M -------- VERTICAL RODS FROM FOOTINGS TO BOND , 7' S" BEAM AT TOP OF WALL WITH CELLS POURED SOLID WITH MINIMUM 2500 PSI CONCRETE. _ = o a X RNERS AND AT 3 AT EACH OND i!) RESTROOM FU0�:7 EACH SIDEOFOPENINGS AS SPACED o ��JOF MAXIMUM 4'0" OC I ya fV W J ❑ I I I u-> J J � J _ WUoUUD g O �C. LU o I m W o� MEASUREMENTS OF RESTROOM I UJ oO U X T ARE FROM DRYWALL TO DRYWALL LL �0W c, Cn ILL Qz a N O O Z O W W J — y��- a. I <.,?cnz0i I i I o�I I EI co I ( o e - o o 1 1 1 I I I ee ��o<x I 1 1 I I �WO 0 I I I W 8 �� F-Z) �� -n- I W i I W u�iNWJ W U Z� LL� O mg FPILL OtoW mw, l u )zO W in o oO I I I I 0 I H ~taiQOLL� O 3x3 I I O hoz ��O�U0 Lli F- � NZ(nZFF- I�IN, I I I • • I 00 I� I I I ..________—_____--__—_____—___________________—__—_—_—_—_—__—__—_---_—__—_—_—_—_—_—_—_—_ _—________." I _ _= O Q M H U O I ' I I co .W�O cn F J O F J d � u- N W J J Q = Q Y > Y U) U LL O= O= W OF W co © I I I ( o0 1--u <oLLm U ��WCD af o O Z �EE0pUO V F�JZCL NZCnZ�F A - .. M I I I a oo aoM11 00 00 o o 0 0 0 0 0 0 0 0*1111 Oil ❑ o o e e . . o 0 o o 0 0 I © a I 30, 0" 12' 0" 18' 0" 12' 0" 180" 12' 0" 60" ol 27' 0" 2710" 27' 0" I 27' 0" Ir 3' 4" 14 13' 4" 3' 4" 714 108, 0" SEE STEEL BUILDING PLANS TO VERIFY COLUMN AND BOLT LOCATIONS. ENGINEER OF RECORD HAS SIZED FOOTING PADS BASED ON THERE REACTION CALCULATIONS. ENGINEER WILL CHECK STEEL BUILDING COMPANY REACTIONS TO DETERMINED IF FOOTINGS ARE ADEQUATE ONCE CONTRACTORS CHOSE STEEL BUILDING COMPANY OUTSIDE OF CONCRETE FLOOR PLAN 1 /411 = 1' O" ARKAY ENGINEERING INC. STRUCTURAL ENGINEERS RICHARD L. KIDDEY P.E. FLORIDA LICENSE NUMBER 37296 4 0 ■ A (M U CV l M z "' Q H-I ❑_ n° J ILLr` _ il— U) U C) r� (y) (D ❑ N 04 07 W ❑ Lo ❑ U)M Q ZQ aU mu- m 0) 2 uj r- N 00 - M LLI Q Z O W � O O O N N N O N O I i O O O N m N ' C Lo O N Z p O LLI Q p Z m O 0 L Q c�r1 �N L oz0 J _I u W Y ixx 0 W _ a:W a— W Q N w I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE 2017 6TH EDITION AND ASCE 7-10 FOR 139 MPH WIND ZONE RISK CATEGORY 11 ARKAY # 19064