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<br />r'\ <br />~~ltJ~ <br /> <br />03/20/94 SBCCI SSTD 10-93 II <br />eILE ACEPASCO ACE ALUMINuM J"MES B WHI"U~.E. MAR 2 1 199~ <br />rlURFdCANE RE~lSTANJ RESIDENTI~L CONSTF<UCTICN <br />WOOO-FRAMED EXTERIOR WALLS <br /> <br />PROJECT: L.C 4 <br /> <br />WAYwARD WIND":.., <br /> <br />CHECK :::: )( <br /> <br />FOR ACE A;... Ur1 <br /> <br />102,1 BUILuING GEOMETRY <br /> <br />NUMBER OF 5'ORIES <br />BUILDI~G WIDTH (12.-60 FT 1 STORY,18-60 2), FT W <br />BUILDING lENGTH,FT L <br />LE~GrH TO WrDrrl RATIO, L/~ <br />8~:LD:NG HEIGHl (30 Ff MAX EAvE HT),~T H <br />CEILING HEIGHT (20 FT MAX~,FT <br />ROOF TYPE (GABLE OR ~IP) <br />ROOF PITCh (2:12 TO 7:12) <br />ROOF OvERHANG Ai SIDE l-JAL LS (4 F T M~IX). F T <br />RAKE OVERHANG ~T GABLE ENDS (12 IN MAX), IN <br /> <br />::. 1 <br />:::: 1 1 <br />::- E; <br />o. 0 7 <br />.. e <br /> 8 <br />.- FLAT <br />"- 2/ 1 2. <br />:: , <br /> ... <br /> l <br /> <br />105 NONRECT~~G0L0R BUILDINGS (ADD LEG DIMEN~ION~) <br />NUMBER OF STORIES NA <br />8 \J I L [; H'K. wID T H i, 1.2- 6:) r T 1 S TOR Y , 1 8 - 6 r; ;::), F -. W N A <br />BUILDING L~NGTh,FT L - NA <br />LENGTH TO WIDTH RATIO, L/W - NA <br />8UILlING HE:GYT (30 FT MAX EAVE HT),FT H _ NA <br />CEILING HEIGHT (20 FT MAX l,FT NA <br />ROOF TYPE (GABLE OR HIP) -. NA <br />RUOF PITCH (:2: 12 TO 7: 1..2 ) - NA <br />ROOF OVERHANG AT SIDE WALLS 14 FT MAX), FT _ NA <br />RAKE OVERhANG AT GABLE ENDS (1~ IN MAX', IN NA <br /> <br />1(J4.J <br /> <br />DESIGN wI~D SPElD. ~Ph <br /> <br />100 <br /> <br />102.2 FOUNDArr()~~ l'rPE (, X AT APPROPRIATE TYFE) <br />). S T EMWALL l,.L::;.LAB-ON--GRADE (3 F T h r GH MAX) <br />2,5TEMWALL W/CRAWl SPACE (3 FT HIGh MAX) <br />**CALC A** 3. MONOLITHIC SLAB-ON-GRADE X <br />4. PILES~8 FT EXPOSED MAX-REQUIRES ENG DES) <br /> <br />302.1 FASTENERS & CCNNECTORS <br />CORROSION PROTECTION FOR FASTENERS AND CONNECTORS: X <br />I.EXPOSED TO WEATHER(SS OR H D GALVANIZED) X <br />2.COASTAL AREA,SALT AIR EXPOS0RE(SS OR hD GALV) NA <br /> <br />303 FOOTINGS AND FOUNDATIONS <br />303.1 MATERIA....S <br />CONCRETE MASONRY UNITSlASTM (90 OR (145,1900 PSI MIN) <br />MORTAR (TYPE M OR 5) <br />GROUT(3"S"MAX AGGREG,8'-11"SLUMP,.2000 PSI OR ~'l,STM C476 <br />CONCRETE(2500 PSI MIN COMPRlSSIVl STRENGTh) <br /> <br />REINFORCING STEEL(GRADE 40 MIN) <br />CORROSION PROTECTION FOR METAL ACCESS. (GALVANIZED) <br /> <br />NA <br />NA <br />NA <br />X <br />ASTM <br />615 <br />X <br /> <br />GRD <br />40 <br />