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c <br />.00— <br />rOP OF CMU WALL <br />CMU <br />00 <br />&LIMED FINISH FLOOR <br />NORTH ELEVATION <br />to I -Off <br />1/4 1 <br />L-BRACING HEIGHT <br />I <br />(2) 2X4 <br />6'-2* TO 8'-4" <br />(1) 2X4 <br />3'-2" TO 6'-2" <br />NOT REQ. <br />LESS THAN 3'-3" <br />2-2X6 TOP PLATE <br />5V CRIMP METAL ROOFING <br />(2) 2X6 L-BRACING NAILED TO GABLE END TRUSS <br />FOR HEIGHT - UP`rO 13'-2- (2) 2X6 L-BRACING <br />FOR HEIGHT = uFro 9'-6" (2) 2X4 L-BRACING OR 1-2X6 30# FELT UNOERLAYMENT, <br />FOR HEIGHT = UPTO 7' ; (1) 2X4 L-BRACING INSTALL PARALLEL TO EAVE, <br />START AT EAVE - LAP TOP LAYER <br />FOR HEIGHT UPTO 3'-8*; NO L-BRACE REQUIRED FOR HEIGHT < 3'-8" OVER BOTTOM 4' MIN. <br />W/16d NAILS 0 3- O.C. ENDLAP 6' OFFSET 6' <br />GABLE END TRUSS (HELD DOWN 3 1/2- FOR OUTLOOKER) PLYWOOD SHEATHING INSTALL <br />15/32- CDX PLYWOOD/11/2- OBS/ WOOD SIDING NAILED PERPENDICULAR TO WALL, <br />W/8d NAILS 6" O.C. 0 EDGE & STAGGER JOINTS, 8D RING SHANK NAILS <br />6" O.C. 0 INTERMEDIIATE SUPPORTS SEE ROOF SHEATHING NAILING ZONE DETAIL <br />L BRACING D ETAI L <br />NTS <br />2X4 OUTILOOKER <br />NOTE DROP FIRST TRUSS <br />0 24" O.C. <br />3 1/2- FOR 2X4 OUTILOOKERS <br />X-BRACING TO BE NAILED TO 2/4 BLOCKING <br />BRACING TO BE GRADE 2 LUMBER <br />W/ 4-16d NAILS ON EA END 0 5- O.C. MAX <br />ALONG GABLE END FIRST 2 FRAMING SPACES <br />PRE ENGINEERED WD - <br />TRUSSES 0 24* O.C. <br />3 TAB FIBERGLASS SHINGLES <br />30 LB ROOFING FELT <br />2X4 BLOCKING W/ 2-16d <br />-zz_-NAILS EA END (TYP) <br />1/2" CDX PLYWOOD <br />2'-0" <br />GABLE END <br />3/4 1 <br />ALUMINUM FASCIA ON 1XIS BACKING <br />2X4 SUB FASCIA <br />ALUMUNIM SOFFIT VENTED <br />Ilk 110.9.0 <br />��TOP OF CMU WALL <br />100.00 <br />`-FASSUMED FINISH FLOOR <br />— — — — — — — — — — — — — — — — — — — — — — — — — - <br />SOUTH ELEVATION <br />_1 <br />to $—off <br />4/ 0 21 4/ <br />1/4 1 <br />IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS & <br />CONDITIONS PRIOR TO COMMENCING CONSTRUCTION. THIS STRUCTURE HAS BEEN DESIGNED IN <br />ACCORDANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION 2017 AND WITH ALL <br />REVISIONS. <br />12 <br />—0)) <br />2 <br />4 <br />2X4 HORZ SCAB NAILED W/ <br />2-16d NAILS BEYWEEN OUTLOOKERS <br />2 <br />HURRICANE ANCHOR <br />SIMPSONS H2.5 W/ 10-8d NAILS --TYP. <br />c) <br />METAL DRIP EDGE <br />'CONTINUOUS 2X4 ALUMN COVERED <br />-VENTED SOFM <br />2X6 L-BRACING NAILED TO GABLE END TRUSS <br />W/ 16d NAILS 0 3" O.C. <br />15/32 <br />- CDX PLYWOOD / 7/16- OBS /WOOD <br />SIDING NAILED W/ 8d NAILS 0 3- O.C. EDGE & 6- O.C. <br />0 INTERMEDIATE SUPPORTS <br />GABLE END TRUSS <br />(HOLD DOWN 3 1/2- FOR OUTLOOKERS) <br />SECURE GABLE END TRUSS TO TOP PLATE W/ <br />16d NAILS 0 12" O.C. <br />2x4 WOOD BLOCKING W/ 2-16d NAILS 0 <br />PTV"8IP2WX2- ANCHOR BOLTS 0 24- O/C <br />8* K/O BLOCK TIE -BEAM - REINIF W/ (2) #5 VERTICAL RODS <br />GROUT REINFORCED CELLS SOLID <br />HURRICANE CLIP - SIMPSON (2) H3 W/ <br />4-81) X 1 1/2 NAILS EACH TRUSS INSTALLED <br />AT DIAGONAL BEARING POINTS UPLIFT 820# <br />FRAMING DETAIL <br />r___1 r-LI-I <br />0 E;# i/ <br />PRE ENGINEERED WOOD TRUSS @ 24'O.C. <br />CANTILEVERED OVERHANG - TRUSS DESIGN BY <br />OTHERS <br />FIBERGLASS BATT INSULATION R-30 <br />H�RICANE CLIP - SIMPSON (2) H3 W/ <br />4-80 X 1 1/2 NAILS EACH TRUSS <br />INSTALLED AT DIAGONAL BEARING POINTS - <br />UPLIFT 820# <br />1/2' GYPSUM DRYWALL <br />P.T.2XB J' ANCHOR BOLTS @ 24' O/C <br />8' KNOCK -OUT BLOCK REINF <br />WITH 2 #5 CONTINUOUS ROO - <br />POUR SOLID <br />8' U-BLOCK REINF WITH 1 #5 CONTINOUS ROD <br />POUR SOLID <br />PRECAST VENT BLOCK WITH SCREEN <br />B'xlG' unit <br />81 CMU <br />#5 VERTICAL HOOK DOWEL - SEE PLAN <br />4 <br />2500 PSI CONCRETE SLAB <br />6X6 #10 WW MESH REINFORCING - OR FIBER <br />L. L L <br />L L. <br />6 MILL VISQUEEN VAPOR BARRIER <br />L" b.",� 16 L" <br />OVER CLEAN COMPACTED SAND FILL <br />FOOTING 2500 PSI CONCRETE <br />WITH (2) #5 ROOS CONTINUOUS REINFORCING <br />V-4" <br />WALL SECTION <br />3/4 1 <br />0 61 ill <br />L- — — — — — — — — — — — — — — — — — — — — — — — — — - <br />WEST ELEVA'nON <br />-EAST ELEVATION REVERSED <br />is I <br />-of$ 4/ 0 21 41 <br />1/4 1 <br />SEALAN* <br />TYPICAL <br />PEMKO <br />346C <br />ALUMIN <br />DOOR' <br />RAIN <br />DRIP <br />4� HEAD D ETAI L <br />A-2 <br />0) NTS <br />GENERAL DOOR NOTES: <br />'AINTEO 8' CMU <br />RECAST CONCRETE <br />INTEL REINFORCED <br />(/ 2 #5 CONTINUOUS <br />ODS GROUT SOLID <br />OIL Z.33 <br />\4F A.F.F. <br />;EALANT <br />'YPICAL <br />IOLLOW METALFRAME <br />iROUT SOLID <br />GENERAL DOOR NOTES: <br />1. ALL DOORS, FRAMES AND HARDWARE SHALL BE SOUND AND SECURE <br />AND IN GOOD WORKING CONDITION, AOAQUET FOR TENANTS USE AND <br />IN COMPLIANCE WITH FEDERAL AND FLORIDA ADA CODES. <br />2. NON -RATED INTERIOR SWING DOORS SHALL BE OPERABLE BY A <br />FORCE OF NOT MORE THAN FIVE (5) POUNDS APPLIED TO THE LATCH <br />STILE. <br />3. EXTERIOR SWING DOORS SHALL BE OPENED BY A FORCE OF <br />OPERABLE BY A FORCE OF NOT MORE THAN EIGHT AND A HALF (8.5) <br />POUNDS APPLIED TO THE LATCH STILE. <br />4. DOOR SIZE CONVENTION: 3070 3'-0' WIDE X 7'-U' HIGH <br />DOOR & HARDWARE SCHEDULE: <br />SEALANT TYPIC <br />HOLLOW METAL <br />GROUT SOLID <br />SEALANT TYI <br />PAINTED 8' <br />JAMB <br />A-2 <br />OY NTS <br />" <br />FING <br />6* ALUMINUM FASCIA <br />- - OIL' 10.9.0 <br />TOP OF CMU WALL <br />I" CMU <br />HARDIE BOARD LAP SIDING <br />100.00 <br />�-FASSUMED FINISH FLOOR <br />6R66f' CK-L-SID"LO' ERTICAL REINF <br />D ETAI L <br />6� THRESHOLD D ETAI L <br />A-2 <br />OY NTS <br />FOR DOOR <br />_ULL BED <br />'MUM SLOPE <br />WALK <br />TAG <br />LOCATION <br />SIZE <br />DOOR <br />FRAME <br />HARDWARE <br />101 A, 102A <br />TOILET ROOM <br />3#-0" X 7'—o" <br />NR <br />1 3/4" FLUSH <br />FIBERGLASS <br />2"X5 1/5" <br />FIBERGLASS <br />KEYED ENTRY CYLINDER, ADA THRESHOLD, PUSH/PULL <br />CLOSER, 1 1/2 PAIR BUTT HINGES, SILENCERS, WALL BUMPE <br />103A <br />STORAGE ROOM <br />3'-0" X 7'-0" <br />NR <br />1 3/4- FLUSH <br />FIBERGLASS <br />2"X5 1/5" <br />FIBERGLASS <br />1X PAIR OF BUTT HINGES, LEVER SET STORAGE FUNCTION, <br />KEYED CYLINDER W/ THUMB TURN, WALL BUMPER <br />104A <br />EXTERIOR <br />STORAGE ROOM <br />39—Ops X 71-0" <br />NR <br />1 3/4- FLUSH <br />FIBERGLASS <br />2"X5 1/5" <br />FIBERGLASS <br />1X PAIR OF BUTT HINGES, LEVER SET STORAGE FUNCTION, <br />KEYED CYLINDER W/ THUMB TURN, THRESHOLD <br />P; vl� 1�oijnrll to!,,- in cnrnpii�irncc with co&� �wd <br />h,- 1" <br />k/1 <br />1�9 1513 <br />5 <br />FINISH NOTES: <br />1. PAINT INTERIOR WALLS COMPLETE WITH 1 HEAVY COAT BLOCK <br />FILLER/PRIMER AND 2 COATS SHERWIN WILLIAMS LATEX EPDXY OR <br />EQUAL PAINT WITH A COLOR TO BE SELECTED BY THE OWNER. <br />2. DOORS TO BE FLUSH HOLLOW METAL IN HOLLOW METAL FRAME. <br />FACTORY PRIMED. FINISH WITH 2 COATS OF EXTERIOR LATEX. <br />3. INSTALL NEW 4' VINYL BASE ON ALL WALLS <br />4. FLOOR TO RECEIVE VCT TILE. COLOR TO BE SLECTEO BY OWNER. <br />FLOOR PREP AND INSTALLATION TO BE PER MANUFACTURES <br />RECOMENOATIONS. <br />5. cEILING TO BE 5/13' MOISTURE RESISTANT GYPSUM DRYWALL <br />MOUNTED TO BOTTOM CORD OF TRUSS. LIGHT TEXTURE, p)RIME AND 1 <br />FINISH COAT OF CEILING WHITE LATEX <br />_< <br />.< <br />" <br />LO <br />0 <br />M <br />CD <br />00 <br />0 <br />r--) <br />E <br />0 <br />rL <br />LLJ <br />U-) <br />to <br />00 <br />C'4 <br />U-) <br />im <br />Ld <br />L:: <br />CD <br />cn <br />cn <br />U-i <br />PI) <br />to <br />Uj <br />'" <br />Lmn <br />>- <br />< <br />rrj <br />-< <br />co <br />cp <br />cn <br />M <br />C�, <br />C) <br />NO-) <br />L <br />Ln <br />R <br />PO <br />ry <br />U) <br />::::, <br />C) <br />I <br />C04 <br />0 <br />'n <br />V) <br />W—i <br />Q <br />-.0- <br />C)" <br />Ln <br />Lo <br />.d- <br />2 <br />(::) <br />ri <br />co <br />cr- <br />0 <br />00 <br />LL_ <br />0 <br />o <br />0 <br />Q) <br />C-) <br />0 <br />cn <br />Ch- C14 <br />4- <br />Ul) <br />rn <br />c— P0 <br />U I <br />i 0 <br />iE <br />rNj <br />co <br />c— <br />C) <br />LCI <br />V) <br />C) <br />I-_ <br />< <br />:�> <br />c : <br />L-Li <br />PM <br />0 <br />1 <br />0 Of <br />W-1 <br />L_Lj <br />_j <br />of <br />< CD <br />re) 0 <br />cli <br />C) <br />W �- <br />Ox <br />M0 <br />Lj_J <br />rr <br />cL <br />wo <br />>< <br />W <br />ocn <br />j W <br />19CO29 <br />review 05-08-2019 <br />approval <br />permit 07-29-2019 <br />revision <br />revision <br />A-201 <br />