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12 STEEL ROOFING BY PEMB COMPANY EXTERIOR DOOR & WINDOW SCHEDULE PLAN TYPE FRAME GLASS HARDWARE DOUBLE INSULATED TINTED 1 2030 FIXED GLASS BRONZE ALUMINUM U-VAL =.45 MIN SHGC =.35 MIN N/A N/A SATIN CHROME ADA 2 3070 FLUSH METAL WELDED STEEL U-VAL = .35 MIN LEVER KEY LOCK SHGC = 2.85MIN 4.5 HINGES, OS SILL BRONZE FINISH CYLINDER KEY ON DBL 3080 GLASS STORE DOUBLE INSULATED TINTED ACTIVE DOOR, EDGE BOLTS ON THE 3 FRONT DOORS WITH 4'4" X8'0" BRONZE ALUMINUM LI-VAL =.45 MIN INACTIVE DOOR, PUSH BAR ON EACH FIXED GLASS EACH DOOR, HD DOOR CLOSURE EACH DOOR SHGC =.35 MIN OS SILL. BOTH DOORS TO BE UNLOCKED DURING BUSINESS HOURS 4 15'0"X8'0" FIXED GLASS BRONZE ALUMINUM DOUBLE INSULATED TINTED N/A U-VAL =.45 MIN SHGC =.35 MIN N/A 5 12'0"Xl 2'0" STEEL OVER N/A U-VAL = .35 MIN N/A HEAD ROLL UP DOOR SHGC = 2.85MIN INSULATED INTERIOR DOOR & WINDOW SCHEDULE PLAN TYPE FRAME GLASS HARDWARE SATIN CHROME ADA A 3068 6 PANEL SC HARDBOARD PAINT GRADE WOOD N/A LEVER KEY LOCK SATIN CHROME ADA B 3068 6 PANEL SC HARDBOARD PAINT GRADE WOOD N/A LEVER PASSAGE LOCK SATIN CHROME ADA C 3068 6 PANEL SC HARDBOARD PAINT GRADE WOOD N/A LEVER PRIVACY LOCK SATIN CHROME ADA D DBL 3068 6 PANEL SC HARDBOARD PAINT GRADE WOOD N/A LEVER DUMMY LOCK BALL CATCH ON EACH DOOR E 5068 CASED OPENING DRYWALL WRAPPED NIA NIA PANIC DEVICE EACH DOOR ON OFFICE SIDE F HD DOOR CLOSURE EACH DOOR DBL 3068 FLUSH STEEL DOOR WELDED STEEL N/A T ASTRICAL ON INACTIVE DOOR ADA LEVEL HANDLE ON ACTIVE DOOR ON WAREHOUSE SIDE PANIC DEVICE ON OFFICE SIDE G 3068 FLUSH STEEL DOOR WELDED STEEL N/A HD DOOR CLOSURE ADA LEVEL HANDLE ON WAREHOUSE SIDE SATIN CHROME PRIVACY H 3068 6 PANEL SC HARDBOARD HD POCKET N/A POCKETLOCK 6' 0" I 1/2"STEEL PAINTED PIPE r-'Al lPn PAII AT AT' ARr'AlP: 3 5/8" STEEL TRACK WITH 2-#8Xl/2" SDS EACH SIDE TO STUD, AND SECURE TO BOTTOM OF DECKING WITH #8Xl/2' SCREWS 16" OC 5/8" GYPSUM BOARD EACH SIDE 3 5/8" NON STRUCTURAL STEEL STUDS @ 16" OC. WALL TO EXTEND TO BOTTOM OF DECKING 3 5/8" STEEL TRACK WITH 2-#8Xl/2" SDS EACH SIDE TO STUD, AND SECURE TO FLOOR WITH 1 1/2" SHOT PINS 16" OC TYPICAL INTERIOR STPEEL STUD WALL DETAIL. NOT TO SCALE 15-7" 4SION AT B01TOM NTH 2-1/2"X4" EXPANSION BOLT IN SLAB STAIR MANUFACTURE TO PROVIDE SHOP DRAWINGS TO CONTRACTOR OR OWNER TO VERIFY INTERIOR STAIR DETAIL SECTION NOT TO SCALE 201011 BUILDING EAVE HEIGH 17' 0 3/4"i� TOP OF WINDOWS METAL SIDING BY PEMB COMPANY PEMB COMPANY TO PROVIDE A STEEL PURLING THAT WILL RESIST + -180 LB PER L/F OF HORIZONTAL WIND LOAD 10'4 3/4" MEZZANINE F.F. 91011 BOTTOM MEZZANINE FLOOR TOP OF BLOCK WALL ANDTOP OF 8'0" GLASS STORE FRONT a LOBBY 01011 TOP OF WINDOWS BUILDING F.F. CD Lo cv TYPICAL GUTTER TO EXTEND 12" MINIMUM AWAY FROM THE BUILDING BY PEMB COMPANY Izz 911591:7-11 a a -.7-Tel 124 9 1 WTIVRI 12 R-11111 W-174 I relaq --yd WA kvA I Qrole] LTA 19-111111 VA MAIN STEEL BUILDING COLUMN BY PEMB COMPANY BOX OUT WITH STEEL STUD FRAMING AS NEEDED PURLINS BY PEMB COMPANY 1 1/2" STEEL HAT CHANNEL AT 16" OC ATTACHED TO FACE OF BLOCK WALL AND WILL EXTEND TO BOTTOM OF ROOF DECK ABOVE, AT OFFICE AREA ONLY DOUBLE KNOCK OUT LINTEL BLOCK AT TOP OF WALL WITH ONE HORIZONTAL 5/8" REBAR EACH COARSE TIED TO ALL VERTICAL RODS AND POURED SOLID WITH 2500 PSI CONCRETE 3/4" R4.5 TUFF R INSULATION BOARD AT FACE OF BLOCK WALL ONLY AT OFFICE AREA ONLY 5/8" GYPSUM BOARD 5/8" VERTICAL REBAR PLACED IN CELLS AT LOCATIONS SHOWN ON FLOOR PLAN AND FOUNDATION PLAN WITH CELLS FILLED SOLID WITH 2500 PSI CONCRETE SEE FOUNDATION PLAN TYPICAL BUILDING CUT SECTION DETAIL, NOT TO SCALE PURLINS BY PEMB COMPANY R-19 CRAFT BACK FIBER GLASS INSULATION BY PEMB COMPANY MAIN STEEL BUILDING COLUMN BY PEMB COMPANY 3/4" T&G PLYWOOD GLUED AND NAILED WITH 10D NAILS 6" OC 5" SPRAY FOAM INSULATION AT BOTTOM OF DECKING R-1 8.5 SYSTEM 42 FLOOR TRI ISSES 16" DEEP ". 6" OC EXPOSED TO OFFICE AREAS BELOW. PAINT ALL WOOD MEMBERS FROM BELOW lX4 #2 PINE AT BOTTOM CORD OF TRUSSES 36" OC 4" 3000 PSI CONCRETE SLAB WITH 6/6 10/10 WIRE MESH OVER 6 MILL VISQUEEN, OVER CLEAN COMPACT TERMITE TREATED SOIL z u ;rl 0 cr) C14 Lo m cf) 0 < r- Do R c� oI, - CC) -j Lo LL C� L) w U) 0 c� cr) 04 04 U) 00 m LL LL C'i 0 V) vl- r, (P C-4 cow CQ (a 43 co 0 cq %Q !;-, 03 CA co go LL 0 LL tu c Lu ul 121 44 0 L -0 In 2 -0 6 11 T 0 4D E3 (o cq— LU o LL (a ul Loot z 01 co Cc co co T- T- T.. Ir- I 1 1 4 'r- M T- c� 't-- cq r.- U) ob c� LOAD BEARING STRUCTURAL STEEL STUD WALL TIGHT TO FACE OF BLOCK WALL THAT WILL EXTEND TO BOTTOM OF FLOOR TRUSSES, NO UPLIFT AT THIS WALL -- — - — - — ----------- -- -------- Lo 0 --------- co Lo ----------------- ---------------- Lo 4@) - z d z fn---------------- V) ---------------- ------------------- ---------------- C� 0 of -------------- 25'0" 15' 7" 6'0" -------------- 0 -------------------- 5 1/2" STEEL STUD WALL LU WITH R-19 BATT INSULATION 5/8' GYPSUM BOARD ON EACH SIDE LANDING 7, 7 7. 7 7 ii 6" bli�::F�661R 61kbEP, lful�s: N :;j LL C; 1$":IDF-e.P::FLC),OR:TRUSSE.-Si' 1:61:01 ii LL U) 4"V"STEEL RtPE:CO�UMN TO: SUPP�Rt.-�LO�R:01F�$Eq�BOV� . .. .. .. Ar- 5 LbcArIdr4s:: ::16�!DLEPFLO RiblRb8kTRL�S N 47. ------------------------ --------- TRUSSEVTO HANG ON PACR OF:TRUSS PLOOR �jRdl�R WIT4HA�G�kS �R&D�D �Y TkU�� M Np.FAgTU�E LL :DEEP::FLC)ORiTRU-SSES:9,'1:6'!:OC C) �'-OAO BRA�IW. �T�J�,JUFkl- HTE�L $�Uo. W�'Ll-:': 1, C14 -�IGW Y,,o 176C� OF: �Vll�� E�trEjI$ID:: TO YOTTOW015 I=LOOFI I-R SSr.S.:NO UPGIFT AT TH19: :iNA�L .. .. .. .. .. U) c/) . .. .. .. .. . hi Ns.) 25'0" 20' 0" 20'0" 25-0" 90,01, STRUCTURAL ENGINEERS ARKAY ENGINEERING INC. L IN EN EE G R I IN NE I RS G NJ C' CONTRACTOR AND TRUSS MANUFACTURE TO VERIFY COLUMN "t - LOCATIONS PRIOR TO MANUFACTURING FLOOR GIRDERS AND I ifoll TRUSSES. THESE DRAWINGS WE DONE PRIOR TO HAVING THE MEZZANINE FLOOR TRUSS PLAN 1/8 - ACTUAL STEEL BUILDING PLANS �7 RICHARD L. K EY P. VEl' FLORIDA LICE E NUMBER 37296 1 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 2014 5TH EDITION AND ASCE 7-10 B 3 FOR 139 MPH WIND ZONE RISK CATEGORY 11 ARKAY # 16897