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HomeMy WebLinkAboutBuilding PlansINDEX: A--1 SITE PLAN / NOTES A--2 FOUNDATION, IST FLR, 2ND FLOOR FRAMING PLANS A-3 2ND FLOOR, ROOF FRAMING, ROOF PLAN A-4 S ECTI O N S/ D ETA I LS A-5 SECTIONS/DETAILS A-6 ELEVATIONS E-1 ELECTRIC/PLUMBING A. GENERAL NOTES 1, WORK TO CONFORM TO FLORIDA BUILDING CODE, 2020 EDITION 7TH EDITION, 165 WIND SPEED, 128 MPH NOMINAL WIND SPEED. 2, DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL GOVERN. ACCURATELY FIELD MEASURE ALL INSTALLATIONS BEFORE FABRICATION. 3. CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND FIELD CONDITIONS. B. SITEWORK 1. SITE TO BE PREPARED PER GEOTECHNICAL REPORT BY GFA INTEI'.NATIONAL DATED 711612020 2. FOOTINGS SHALL BE EXCAVATED TO DEPTHS AS INDICATED ON CONSTRUCTION DOCUMENTS OR TO FIRM UNDISTURBED, INORGANIC SOIL AND ARE TO BE LEVEL. 3. SOIL BEARING ASSUMED TO BE 2000 Ibs.psf, WITHOUT GROUNDWATER TO 3' BELOW BOTTOM OF LOWEST FOOTING. 4. REMOVE CLAY OR INORGANIC MATERIAL FROM BELOW FOOTINGS AND SLABS, BACKFILL SHALL BE SAND AND GRAVEL TO PREVENT SETTLEMENT. MAXIMUM RAVEL SIZE TO BE 3" IN DIAMETER. C. CONCRETE 1. ALL CONCRETE TO BE BATCH MIXED, STONE AGGREGATE, 3/4" MAXIMUM, Cc = 3000 psi AT28 DAYS. ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR ENTRAINED. 2. ALL WORK SHALL CONFORM TO THE LATESTA.C.I. BUILDING CODE. 3, ALL CONCRETE SHALL BE FORMED. 4. CONCRETE CONTRACTOR SHALL COOPERATE INSETTING ALL ANCHORS, INSERTS, BOLTS, SLEEVES, OR OTHER BUILT-IN PREPARATORY ITEMS AS REQUIRED BY OTHER TRADES AS WELL AS MAKING ALL NECESSARY PROVISIONS FOR CONTROL )DINTS AND EXPANSION/CONTRACTION )DINTS. 5. POURS SHALL BE MADE CONTINUOUSLY FOR EACH ELEMENT (FOOTINGS, WALLS, ETC.) OR SHALL BE PROPERLY KEYED OR OTHERWISE )OINTED WHERE DISCONTINUOUS. 5. WET CURE FOR 5 DAYS MINIMUM OR EQUAL. 7. REINFORCING STEEL TO BE MINIMUM GRADE 40. 8. FOR FOUNDATIONS, MINIMUM COVER OVER REINFORCING BARS SHALL BE a) 3" WHERE THE CONCRETE IS CAST AGAINST AND PERMAN ENTLY AGIN5T THE EARTH, b) 11/2" FOR NO, 5 AND SMALLER BARS AND 2" FOR NO.6 BARS AND LARGER WHERE THE CONCRETE 15 FORMED AND WILL BE EXPOSED TO THE EARTH Off', WEATHER. D. MASONRY 1. CONCRETE BLOCKS SHALL BE MADE OF PORTLAND CEMENT, WATER AND APPROVED AGGREGATES. 2. CONCRETE BLOCKS USED FOR LOAD BEARING OR EXTERIOR WALLS SHALL HAVE MINIMUM SHELL THICKNESS 0F1 4"ANDA MINIMUM WEB THICKNESS OF I", AND SHALL HAVE A NET CROSS -SECTIONAL AREA OF NOT LESS THAN 50 o OF THE GROSS SECTION. 3. MASONRY WALLS SHALL BE RUNNING BOND. 4. MORTAR SHALL BE TYPE M FOR EXTERIOR WALLS AND HAVE A MINIMUM AVERAGE STRENGTH OF 2500psi FOR CONCRETE. MORTAR BED )OINTS AND HEAD )OINTS SHALL B E 8'TH I C K. 5. GROUT SHALL HAVE A MAXIMUM COARSE AGGREGATE SIZE OF"' " PLACED ATAN 8 TO 11 INCH SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 psi AT 28 DAYS. 6. EXTERIOR CONCRETE BLOCK WALLS SHALL BE NOMINAL 8" THICK EXCEPT WHERE NOTED OTHERWISE. 7. WHEN OPENINGS ARE BETWEEN 3'-0"AND 8'-0" WIDE, ONE#5 VERTICAL REINFORCING BAR SHALL BE PLACED AT EACH SIDE. THE VERTICAL BARS SHALL BE PLACED IN CONCRETE FILLED CELLS, AND SHALL EXTEND INTO FOOTINGS AND TIE - BEAMS. S. ALL SPLICES SHALL BE A MINIMUM OF 30". 9. PROVIDE CLEANOUT OPENINGS FOR CELLS CONTAINING SPLICED REINFORCEMENT WHEN THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT. 10. PROVIDE 9 GUAGE HORIZONTAL REINFORCING 0 16" O.C., TYP 11. ALL CELLS REQUIRING REINFORCEMENT SHALL BE FILLED SOLID. E. CARPENTRY 1. ALL FRAMING TO BE AIR-DRIED, SOUTHERN YELLOW PINE, FOR STRUCTURAL LOCATIONS NO. 2 OR BETTER W/ MIN. VALUES OF: Cb=1200psi, E=1,700,000, Fv = 90 PSI, 2, ALL EXTERIOR FRAME WALLS AND PLUMBING WALLS TO BE 2 X 6 016" ON CENTER. INTERIOR WALLS TO BE 2 X 4 016" ON CENTER. PROVIDE ALL NECESSARY CATS, BRACING, AND BRIDGING. 3. ALL HEADERS TO BE SUPPORTED WITH (1) HEADER STUD AND (2) FULL LENGTH STUDS FROM SILL TO TOP PLATE. ALL EXTERIOR LOAD BEARING HEADERS TO BE (3) 2 X 6, UNLESS NOTED OTHERWISE. ALL INTERIOR LOAD BEARING HEADERS TO BE (2) 2 X 6, UNLESS NOTED OTHERWISE. 4. PROVIDE CONTINUOUS, SOLID POSTS UNDER CONCENTRATED LOADS TO FOOTINGS BELOW. USE GALVANIZED METAL CONNECTORS AT TOP AND BOTTOM OF POSTS TO MEMBERS BEING SUPPORTED AND WHERE POSTS ARE SUPPORTED. SEE DRAWINGS FOR FURTHER CLARIFICATION. 5. PROVIDE MINIMUM (3) STUDS ATALL EXTERIOR CORNERS AND 1 X4 DIAGONAL LET N BRACE. 5. SOLID BLOCKING OR BRIDGING SHALL BE PROVIDED FORALL)OISTS AND FLOOR 3EAMSAS PER THE FLORIDA BUILDING CODE OR AT 8'-0` ON CENTER MINIMUM. 7. PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS IN WALLS, PARTITIONS, FLOORS, CEILINGS AND ROOFS UNDER PARALLEL PARTITIONS, TUBS OR OTHER UNUSUALLY HEAVY EQUIPMENTOR BUILT-INS. S. WOOD FRAMING IN CONTACT WITH EARTH OR ON CONCRETE OR MASONRY UNITS TO BE PRESSURE TREATED. 9. BRACEALL NEW FLOORAND ROOF FRAMING MEMBERS WITH FULL DEPTH BLOCKING ATTHE FIRSTTWO FRAMING SPACES AT EACH END OF FLOOR AND ROOF SYSTEM, SPACED AT 4'-0" ON CENTER. 10. NAILING SCHEDULE PER 2020 FLORIPA BUILDING CODE AS A MINIMU;%A. ALL NAILS TO BE GALVANIZED HOT DIPPED OR AS PER SPECIFICATION. 11. GABLE END WALLS TO BE BUILT USING FULL HEIGHT STUDS CONTINUOUS FROM SECOND FLOOR TO UNDERSIDE OF TOP PLATE. 12. TOP PLATES SHALL BE LAP SPLICED. WITHIN CENTER THIRD OF A WALL LENGTH, THE MINIMUM LAP SHALL BE 4 FEET. SPLICES SHALL BE CONNECTED WITH (12) 16D COMMON NAILS MINIMUM. 13. EACH EXTERIOR WALL SHALL HAVE FULL HEIGHT 8" DOUGLAS FIR, CDX PLYWOOD SHEATHING, EXPOSURE '1'. PANELS SHALL BE INSTALLED WITH FACE GRAIN TO STUDS. ALL HORIZONTAL JOINTS SHALL OCCUR OVER FRAMING. 14. LONG DIMENSION OF ROOF SHEATHING SHALL BE PERPENDICULAR TO FRAMING AND END JOINTS SHALL BE STAGGERED. 15. UPLIFT LOAD RESISTANCE SHALL BE CONTINUOUS FROM ROOF TO FOUNDATION, ALL FRAMING TO BEATTACHED WITH GALVANIZED HURRICANE CONNECTORS. SEE DRAWINGS FOR FURTHER CLARIFICATION, 16. RAFTER/TRUSS FRAMING MEMBERS TO HAVE G > 0.49. 17. ALL LAMINATED VENEER LUMBER BY LOUISIANA PACIFIC, Fb = 2650, E=1,900,000 F. ELECTRIC 1. ALL ELECTRIC WORK TO BE PERFORMED BY LICENSED ELECTRICIAN AND CONFORM TO THE 2020 NATIONAL ELECTRIC CODE AND LOCAL AMENDMENTS TO THE NATIONAL ELECTRIC CODE, G. PLUMBING 1. ALL PLUMBING WORK TO BE PERFORMED BY A LICENSED PLUMBER AND CONFORM TO THE 2020 FLORIDA PLUMBING CODE AND LOCAL AMENDMENTS TO THE 2020FLORIDA PLUMBING CODE. H. ENERGY EFFICIENCY I. ALL EXTERIOR)OINTS AND CRACKS TO BE CAULKED, GASKETED, WEATHER-STRIPPED OR OTHERWISE SEALED 2. EXTERIOR WINDOWS & DOORS TO HAVE MAXIMUM O.3 CFM/SQ.FT. WINDOW AREA: 0.5 CFM/SQ.FT, DOOR AREA. 3 SOLE PLATES & PENETRATIONS THROUGH TOP PLATES OR EXTERIOR WALLS TO BE SEALED. 4. RECESSED LIGHTING TO BE TYPE IC RATED WITH NO PENETRATIONS. 5. PROVIDE AIR BARRIER ON PERIMETER OF FLOOR CAVITIES FOR MULTI -STORY STRUCTURES. 6. EXHAUST FANS VENTED TO UNCONDITIONED SPACE SHALL HAVE DAMPERS, EXCEPT FOR COMBUSTION DEVICES WITH INTEGRAL EXHAUST DUCTWORK. 7. COMBUSTION SPACE & WATER HEATING SYSTEMS MUST BE PROVIDEDWITH OUTSIDE COMBUSTION AIR EXCEPT FOR DIRECT VENT APPLIANCES. S. WATER HEATERS TO COMPLY WITH EFFICIENCY REQUIREMENTS TABLE 6-12 FLORIPA BUILDING CODE. SWITCH OR CLEARLY MARKED CIRCUIT BREAKER(ELECTRIC) OR CUTOOF (GAS) MUST BE PROVIDED. EXTERNAL OR BUILT-IN HEATTRAP REQUIRED FOR VERTICAL PIPE RISERS. 9. HOT WATER PIPES TO BE INSULATED. 10. WATER FLOW FOR SHOWER HEADS MUST BE RESTRICT ED TO NO MORE THAN 2.5GALLONS PER MINUTE AT 80 PS IG. 11. ALL DUCTS, FITTINGS, MECHANICAL EQUIPMENTAND PLENUM CHAMBERS SHALL BE MECHANICALLY ATTACHED SEALED, INSULATED AND INSTALLED IN ACCORDANCE WITH THE CRITERIA OF SECTION 610.1 FLORIDA BUILDING CODE. DUCTS IN ATTICS MUST BE INSULATED TO A MINIMUM OF R-6. 12.PROVIDEA SEPARATE READILYACCESIBLE MANUAL ORAUTOMATIC THERMOSTAT FOR EACH SYSTEM. 1. MISCELLANEOUS: 1. THE WEATHERING INDEX IS NEGLIGIBLE PER THE WEATHERING PROBABILITY MAP. 2. TERMITE INFESTATION PROBABILITY IS VERY HEAVY. 3. ALL INSULATION MATERIALS INCLUDING VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, CRAWL SPACES AND ATTICS HAVE FLAME SPREAD INDEX NOT GREATER THAN 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT GREATER THAN 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. 4. WALL AND CEILING FINISHES HAVE AFLAME SPREAD INDEX OF NOT GREATER THAN 200 AND SMOKE DEVELOPED INDEX NOT GREATER THAN 450. 5. ATALL "WET AREAS" PROVIDE WATER RESISTANT CEMENT BOARD ATTACHED W/ 1 1/4" CORROSION RESISTANT SCREWS 8" O.C. EDGE & 12" O.C. FIELD, TYP. 0 - AT F.F. - FINISH FLOOR PRE-FAB. - PRE -FABRICATED CL - CENTER LINE F.). - FLOOR )OIST QTR. RD. - QUARTER ROUND A.F.F. -ABOVE FINISH FLOOR FIN. - FINISH R.R. - ROOF RAFTER AB. -ABOVE FTNG. - FOOTING RD. - ROUND BD. - BOARD GYP. BD. - GYPSUM BOARD REINF. - REINFORCEMENT BLK. - BLOCK H. - HIGH STL. - STEEL C.). - CEILING JOIST HDR. - HEADER T&B - TOP & BOTTOM C.M.V. - CONCRETE MASONRY UNIT )ST. - )OIST T&G - TONGUE & GROOVE CLG. - CEILING L.V.L. - LAMINATED VENEER LUMBER TYP, - TYPICAL COL. - COLUMN MIN. - MINIMUM U.O.N. - UNLESS OTHERWISE NOTED CONT. - CONTINUOUS O.C. - ON CENTER W. - WIDE CONC. BLK. - CONCRETE BLOCK P.T. - PRESSURE TREATED W/ - WITH D. - DEPTH PL. - PLATE EMBED. - EMBEDMENT PLYWD. - PLYWOOD AMSTERDAM AVENUE GRADE N 89056' O' E EL. 4.65' GRADE 12.0' EL. 4.62' GRADE --- EL. 4.66' GCC o� �q, 0 N M 0 i. to 0 all 0 0 .z LOT 90 GRADE EL. 4.65' N 89056' 4 " E 18.0 OT 89 EW DRIVEWAY 12" MAX. CANTILEVER C0 "?ND LR O Gf DE EL. 4.77' NEW STAIRWAY NEW RESIDENCE 0 SECOND FLOOR W/ CARPORT & COURTYARD 0 FIRST FLOOR HVAC MOUNTED I o NEW12 "MAX. CANTILEVERED TO STUCTURE 0 i I '°o DECK 0 RESIDENCE 2ND FLR. i I 0 2ND FLR �z GRADE L n cz 89 56' 40" E 30.00 EL. 3.64' EXIST. CONC. SEAWALL GRADE EL. 3.66' CANAL EXIST. WOOD DOCK SITE PLAN 1 11=20 /--0' -INFORMATION AS TAKEN FROM SURVEY BY RENNER BURGESS LAND SURVEYORS DATED 1/28/2 REV. 6191211 -ALL ELEVATIONS NAVD, TYP. - CONTRACTOR TO PROVIDE SILT FENCE AROUND WORK AREA TO CONTROL DRAINAGE, SEDIMENT AND EROSION FROM ADJACENT PROPERTIES AND STREET. DESIGN WIND PRESSUR­5 165 MPH ULTIMATE DESIGN WIND SPEED, 128 MPH NOMINAL DESIGN WIND SPEED, IMPORTANCE FACTOR 1.0, EXPOSURE D, SURFACE EXPOSURE D, CATEGORY II INTERNAL PRESSURE COEFFICENT+.18,-.18 WIND PRESSURES (PSF) ZONE 4 ZONE 5 POSITIVE NEGATIVE POSITIVE NEGATIVE WINDOWS + 47.3 -51.4 + 473 -63.4 DOORS 1 + 47.3 -51.4 + 473 -63.4 ZONE 5 = FROM BUILDING CORNERS TO 4' OF BUILDING WALL, ALL OTHER WALL SPACE IS ZONE 4 t p' C �31 r-- �i�-- r Q�a N N u U 00 O • r--� � U U � a 000 ct 00 � O s Ilea ct � 7� •O d' O A� I SITE PLAN, NOTES JOB NUMBER 2035 W/ FIRST FLOOR WALLS C) �n 2N D FLOOR FRAMING PLAN 1/4 //=I /_0// 3'X3'X4"THK. CURB 0 BASE OF STAIR CO FOOT. BELOW GRADE, TYP. IST FLOOR PLAN 1/4//=j /--O'/ 72 ,-0 /, 61-811 8' 14'-0" 3,-611 3'X3'X4"THK CURB 0 BASE OF cRAF E 41�STAIR 0 EL. 4..75' • (4) #5 I I 0) #5 I -- o CONC.CURB 0) #5 �.4 I I 4TI GARAGE +/-8'-4" CLG. HT. - • . "., ----- -J ABU o� I (4) # I , _�� 6Z STEP FOOTING `y I BELOW (APPROX. I L_=J Ir'rn LOCATION) I ------ . (?) #5 6 X 6 (2) #5 RAISE 30 GAL WH ON PLATFORM I - AFF I'-0, r I'-6'/ I 4° I coL �(ACK� �- IFIN. Si616 O W -&--[) I I A`H 1 I I C2) #5 �„ EL. +/ 4.13' ® � I C5) #5 t n Fs r �� 7 — - --- - COL `S\ OW�f I I'N L=//-7" (696 I /� `� j (7 1 /2" � b 00 MAX.) (5) #5 /// ��� I MiAX.) FIN, SLAB 4" I (3) #5 / I EL.+/-425' Fj 8" X 8" THK. SLABW/ CONT. # 5, lYP. G CONC. CURB ar : , •• ^4 TYP. (5) #5 _ LOCATION OF VERT. #5 W/ FILLED CELLS TYP. 0 ALL CORNERS & 4'-0" O.C., TYP. I CO 8" W.X 8" MIN. THK. SLAB,, -_ J I %N/ CONT. # 5, ll'P. COURTYARD 4) #5 +/- 8'-4" CLG. H-I: COL • ".I EDGE OF CONC. 2' o„ SLAB AB. GRADE, • TYP. I I I (5) #5tv 1I .,.w: � GRADE Fc:c� 6L COL COL 16i6 1616 Ln FOOT. BELOW GRADE, TYP. 1.1 O A-4 FOUNDATION PLAN 1 11'-4" 22' 0" 4'-8" I I 8„ 1 /4 //=l /_ O // MATERIALS LEGEND O - 5V CRIMP METAL ROOF OVER PEEL & STICK UNI'ERLAYMENT & 5/8" CDX PLYWOOD SHEATHING -NAILED 6" O.C. EDGE & 6" O.C. FIELD INT, ZONE - NAILED 4" O.C. EDGE & 4" O.C. FIELD PERIMETER ZONE TYP., USE 8d RING SHANK NAILS MIN. ROOF: 5V CRIMP BY EXTREME METAL FABRICATORS FBC NOA# 20378.6 UNDERLAYMENT: PEELAND STICK BY MFM BUILDING PRODUCTS -FBC NOA# 20378.6 O -TRUSSES BY TRUSS MANUFACTURER - ROOF: 0) 24" O.0 FLOOR: 2 X 4- 20" DEEP Ca? 24" O.0 2X4-12"DEEP 024"O.0 SEE FRAMNG PLANS FOR LOCATIONS O - R- 20 ICYNENE INSULATION, TYP. 3� - R-19 BATT INSULATION IN WALL 3B - R-30 BATT INSULIN CLG. O - 2 X 8 CEDAR FASCIA & 2" ALUM. DRIP EDGE, TYP. O5 - STUCCO SOFFIT OVER METAL LATH, NO VENT, TYP. ©-1/2" GYP. BD. WALLS, (PAINTED), TYP. 5/8 GYP. BD. CEILINGS, (PAINTED), TYP. 5/8"GYP. BD.TYPE'X' GARAGE CEILINGS, (PAINTED)TYP. O -1/2" GYP. BD, OVER 1 X 2 PT FURRI NG STRI PS & R-5 REFLECTIVE INSUL., OR 3/4" DOW TUFF R RIGID INSUL., REFLECT. SURFACE TO TO INTERIOR SPACE, TYP. C-) EXTERIOR WALLS, TYP. ® - 8" CMU EXTERIOR WALL V\V 7/8" STUCCO FIN. VV/ SMOOTH FINISH - 7/8" STUCCO FIN. ON GALV. LATH OVER(2) LAYERS 15# FELT ON 5/8" CDX PLYWD. PROV, WEEP SCREED 0 BOTTOM OF WALL O - 4" POURED CONC, MONOLITHIC SLAB W/ FIBERMESH ON 10 mil VISOEEN, CLEAN COMPACTED AND TERMITE TREATED FILL. IO - 2 X 6 EXTERIOR OR INTERIOR WALL n 16" O.C. W/ 1/2" GYP. BD. ON INTERIOR FACES. ( - 2 X 4 INTERIOR WALL (-a-) 16" O.C. W/ 1/2" GYP. BD, OEA. SIDE, TYP. �Z - FLOOR AS SELECTED BY OWNER T3 - 4" CONT STUCCO BAND (l� -12" CONT. STUCCO BAND W/ 1" CHAMFER ATTOP [5 - 2 X 6 COMPOSITE DECKING (6 - 7/8" STUCCO CEILING FIN. ON HI RIB MTL LATH PROV. BLKING a 24" O.C., TYP. FRAMING/MASONRY SCHEDULE -B - 8" X 16" CONT. BOND BEAM W/ (1) #5 TOP & BOTT. CONT, TYP. L TYP. cc - 8" X S" CAST-CRETE PRE -CAST LINTEL 8F81B 1T, TYP. MIN. 8" BEARING sFci - 8" X 16" CAST-CRETE PRE -CAST LINTEL SF161B 1T, TYP, MIN, S" BEARING W X.24 BEAI INGETE PRE -CAST LINTEL 8F241B 1T, TYP. F�-18" H. X 32" CONT CONC. FTNG VV/ (5) CONT. # 5 REBARS (7 - PT C2) 2 X 12 CANTILEVERED BEAM LET -IN THRU. BOND zxT; BEAM, TYP. E - PT 2 X 12 FLOOR JOIST �Xi - PT (2) 2 X 10 BEAM BOXED Fl)xa - PT 2 X8 DECK JOIST Ca-) 24" O.C. vos6 - 6 X 6 PT POST - BOXED W/ PAINT GRADE WOOD 6X F6°L -16" X 16" MASONRY COLUMN - SEE DETAIL SHT. A-5 STUCCO FIN., TYP. BLK -2 X 4 BLOCKING MIN, 8'-0" O.C., TYP. CONNECTOR SCHEDULE ALL HARDWARE GALVANIZED HE�n _ SIMPSON HETA 20 TRUSS ANCHOR W/ 2" MIN. EDGE DISTANCE FROM EDGE OF BLOCK (2) 2 X 10 PT LEDGERATT. BOND BEAM W13/4" X 8" ANCHOR BOLT n 24" O.C. STAGGERED, TYP. �Dcz (2) 2 X 8 PT LEDGER ATT. BOND BEAM W/ 1/2" X 8" `�'=�y ANCHOR BOLT O? 24" O.C. STAGGERED, TYP, G _ SIMP50N ST12 STRAPS FROM BEAM TO WALL STUD 16" .O.C. TYP 42) SIMPSON ST12 STRAPS FROM POST TO EA. BEAM, ABOVE, TYP. D -(2) MSTA36 STRAPS FROM POST TO BEAM TO POST, TYP. �6 SIMPSON HUC210-2 HANGER- BEAM CANTILEVERED WOOD BEAMS OR LINTEL G SIMPSON LUS 26 HANGER. PRO'. 1/4" X 3" TAPCONS INTO MASONRY, TYP G SIMPSON LUS 28 HANGER. PROV. 1/4" X 3" TAPCONS INTO MASONRY, TYP ��z - SIMPSON ABU 66Z POST BASE W/ 5/8" GALV. ANCHOR BOLT0-) BOTTOM OF POST %lTs,� - SIMPSON MTSM TWIST STRAP FROM MASONRY COLUMN/ 16 BEAM TO CANTILEVERED PT BEAM GSIMPSON BA MAX X 11" HIGH TOPFLANGE STRAP FROM -TRUSS TO CANTIVEVERED PT BEAM � N F-1 WN W� Q�a N N Q.� =1 00 � Ct � W ct ct O 00 con o � 00 lb I � U N ct •O O A�2 PLANS JOB NUMBER2035 W/ FIRST FLOOR WALLS I - v . u - vim. 1 IA/AI i RC1 t-l1Al NORTH li I I II 2 I I I I I I I I I — J 1..Ii Q `-AIR HANDLER II I LOCATION IN ATTIC 7 8X16 I I COFFER CLG. I BB I GIRDER TRUSS\ SX16 O 1 Ln 14 0 1 Ln ATT. STVP WALL TO MASONRY W/ 1/4" X 3" TAPCOIX5 C� 12" O.C., TYP. W/ FILLED CELLS TYP. i ALL CORNERS & 4'-0" O.C., TYP. ROOF PLAN 1/4 l /_o" ROOF FRAMING PLAN 1/41/=j / ol/ 2N D FLOOR PLAN NO E: DIMECK,TNSIONSTO FACE OF STUD 1/4„^I /_of/ WINDOW SCHEDULE # 0 WINDOWS AS MANUFACTURED BY PGT WHITEALUMINUM, IMPACT RESISTENT, LOW E INSULATED GLASS (UNLESS NOTED OTHERWISE) HARDWARE AS SELECTED BY OWNER b1'/ SCREENS. VERIFY ROUGH OPENINGS W/ MANUFACTURER BEFORE ORDERING. DOOR SCH EDULE DOORS AS MANUFACTURED BY NOTED WHITE ALUMINUM, LOW E INSULATED, IMPACT GLASS HAP., I'WARE AS 5ELECTED BY OWNER W/ SCREENS. SEE ELEVATIONS FOR HINGE LOCATIONS NUMBER MODEL NOMINAL OPG, NUMBER MANUFACTURER/MODEL SIZE NUMBER MANUFACTURER/MODEL ZE �10/-O'/ oso SINGLE HUNG SERIES 7700A 3 -O' W. X 5 -0' H. a NTR 0�8 )ELD-WEN INSWING GLAZED STEEL DOOR 3'-O" W. X 6'-8" H. 1007 WAYNE DAULTON GARAGE DOOR MODEL #8000 W. X 7'-O° H. REMARK MIAMI-DADE # 20-0401.11 PP = +65, -80 EGRESS REMARK FBC 14569.2 PP = +60, -65 EGRESS REMARK FBC NOA# 8248.10 DP = +30, -33.521 -,psi SINGLE HUNG SERIES 7700A , 2 -O' W. X 5 -O H. ,G OG SLIDING GLASS DOOR SERIES SGP -770 04 REMARK MIAMI DADE# 20-0401.11 PP = +65, -80 REMARK FBC NOA# 20-0429.09 PP = +60, -60 REMARK 3 W AWNING SERIES AA-740 2'-O" W. X 2'-O" H. G �;�bs' INTERIOR DOORAS SELECTED BY OWNER 2'-6" W. X 6'-8" H. j REMARK MIAMI DADE # 20-0402.07 PP = +70, -90 REMARK POCKET REMARK 4 �= iO-' AWNING SERIES # AIN-740 ICTURE WINDO IN-7720A , AWNING SERIES # AW-740 ,' O" W X 8'-0" H. -. �k 68 INTERIOR DOORAS SELECTEE) BY OWNER 2-4" W. X 6'-8" H. REMARK PW-MIAMIIPAPE#20-040110DPP+80�800 ( MIAMIPA E#20-0406.03DPS +111,-111 REMARK POCKET REMARK JC F CRAWL SPACE DOOR FLOOD VENT MO EL# BA 16 1'-4" W. X 0'-8" H. e INTERIOR DOORAS SELECTED BY OWNER 5'-O" W. X 6'-8" H. REMARK FBC NOA#29622.1 REMARK SUPER REMARK 6 THERMATRU FIBERGLASS SWING POOR 3'-0" W. X 8'-0" H. REMARKT REMARK SWING FBC NOA# 13459.3 PP = +67, -67 REMARK NUI t: f UIZ VVINVUVV SILLS Lt55 1IiHN 14 HtSUVt r11N. 1 rl/-�'N i. f1DL/VC VIVIVC, t IwvlvC VVIIVVVVV OPENING CONTROL DEVICE OR WINDOW FALL PREVENTION DEVICE MATERIALS LEGEND (D- 5V CRIMP METAL ROOF OVER PEEL & STICK UNDERLAYMENT & 5/8" CDX PLYWOOD SHEATHING -NAILED 6" O.C. EDGE & 6" O.C. FIELD INT. ZONE - NAILED 4" O.C. EDGE & 4" O.C. FIELD PERIMETER ZONE TYP., USE 8� RING SHANK NAILS MIN. ROOF: 5V CRIMP BY EXTREME METAL FABRICATORS FBC NOA# 20378.6 UNDERLAYMENT: PEEL AND STICK BY MFM BUILDING OPRODUCTS -FBC NOA# 20378.6 2 -TRUSSES BY TRU55 MANUFACTURER - ROOF: Ca@ 24" O.0 FLOOR: 2 X 4- 20" DEEP 0a) 24" O.0 2X4-12"DEEP Ca24"O.0 SEE FRAMNG PLANS FOR LOCATIONS O - R- 20 ICYNENE INSULATION, TYP. 3A - R-19 BAIT INSULATION IN WALL 3B - R-30 BATT INSUL IN CLG. O - 2 X 8 CEDAR FASCIA & 2" ALUM. DRIP EDGE, TYP. O - STUCCO SOFFIT OVER METAL LATH, NO VENT, TYP, 6 1/2" GYP. BD. WALLS, (PAINTED), TYP. 5/8" GYP. BD, CEILINGS, (PAINTED), 5/8" GYP. BD. TYPE ' X ' GARAGF CEILINGS, (PAINTED)TYP. O -1/2" GYP. BD. OVER 1 X 2 PT FURRING STRIPS & R-5 REFLECTIVE INSUL., OR 3/4" DOW TUFF R RIGID INSUL, REFLECT. SURFACE TO TO INTERIOR SPACE, TYP, Cad EXTERIOR WALLS, TYP. ® - 8" CMU EXTERIOR V\IALL W/ 7/8" STUCCO FIN. 'v`J/ SMOOTH FINISH - 7/8" STUCCO FIN. ON GALV. LATH OVER(2) LAYERS 15# FELT ON 5/8" CDX PLYWD. PROV. WEEP SCREED O BOTTOM OF WALL O - 4" POURED CONC. MONOLITHIC SLAB W/ FIBERMESH ON 10 rni! VISQEEN, CLEAN COMPACTED AND TERMITE TREATED FILL. (� - 2 X 6 EXTERIOR OR INTERIOR WALL O 16" O.C. W/ 1/2" GYP. BD. ON INTERIOR FACES. (( - 2 X 4 INTERIOR WALL L-) 16" O.C. W/ 1/2" GYP. BD, OEA. SIDE, TYP. T2 - FLOOR AS SELECTED BY OWNER �3 - 4" CONT. STUCCO BAND -12" CONT. STUCCO BAND W/ 1" CHAMFER AT TOP (5 - 2 X 6 COMPOSITE DECKING T(S - 7/8" STUCCO CEILING FIN. ON HI RIB MTL LATH PROV. BLKING a 24" O.C., TYP, FRAMING/MASONRY SCHEDULE BB - 8" X 16" CONT. BOND BEAM V\l/ 0) #5 TOP & BOTT. CONT. TYP. Sx16 IYP. Sx`s - 8" X 8" CAST-CRETE PRE -CAST LINTEL 8F8 I 1T, TYP. ,MIN. 8" BEARING SXT - 8" X'16" CAST-CRETE PRE -CAST LINTEL 8F16 I 1T, TYP. MIN. 8" BEARING 8" X 24" ST ; RETE PRE -CAST LINTEL_ 8F241 B 1T, TYP. MIN. 8" B ARI G ro -18" H. X 32" CONT CONC, FTNG W/ (5) CONT. # 5 REBARS PT (2) 2 X 12 CANTILEVERED BEAM LET -IN THRU. BOND X1 `' BEAM, TYP. �X1 - PT 2 X 12 FLOOR JOIST (Xi - PT (2) 2 X 10 BEAM BOXED LA xs - PT 2 X8 DECK JOIST 0 24" O.C. PO6 - 6 X 6 PT POST- BOXED V\// PAINTGRADE WOOD 616E -16" X 16" MASONRY COLUMN - SEE DETA I L 5HT. A-5 STUCCO FIN., TYP. BLK -2 X 4 BLOCKING MIN, 8'-O" O.C., TYP, CONNECTOR SCHEDULE ALL HARDWARE GALVANIZED I IETA - SIMPSON HETA 20 TRUSS ANCHOR W/ 2" MIN. EDGE DISTANCE FROM EDGE OF BLOCK G ("2) 2 X 10 PT LEDGER ATT. BOND BEAM V\'/ 3/4" X 8" ANCHOR BOLT Ca) 24" O.C. STAGGERED, TYP. G (2)2X8 PTLEDGERATT. BOND BEAM W/1/2"X8" ANCHOR BOLT Cad 24" O.C. STAGGERED, TYP. Gsr12 - SIMPSON ST12 STRAPS FROM BEAM TO WALL STUD _Ca0 16" .O.C. TYP -(2) SIMPSON S1-12 STRAPS FROM POST TO EA. BEAM, T1` ABOVE, TYP. aMSTA -(2) M5TA36 STRAPS FROM POST TO BEAM TO POST, TYP. 36 Hv� - SIMPSON HUC210-2 HANGER- BEAM CANTILEVERED 10 WOOD BEAMS OR LINTEL G SIMPSON LUS 26 HANGER. PROV. 1/4" X 3" TAPCONS INTO MASONRY, TYP G SIMPSON LUS 28 HANGER. PROV.1/4" X 3" TAPCONS INTO MASONRY, TYP biz - 5IMP50N ABU 66Z POST BASE W/ 5/8" GALV. ANCHOR BOLT La7 BOTTOM OF POST MT51` - SIMPSON MTSM TWISTSTRAP FROM MASONRY COLUMN/ 16 BEAM TO CANTI LEVERED PT BEAM Bh1A - SIMPSON BA MAX X 11" HIGH TOPFLANGE STRAP FROM TRUSS TO CANTIVEVERED PT BEAM Q\ N N U � � 00 Q� p N 't s O � U � ct O �o O A-3 PLANS )OB NUMBER 2035 I, - 111 — 11 I( 1 IVVII\Ili rl)L IVL./i'1%r I.Dv'-)%.-) yr - TUB, -u) 1 1J1N-1r1.1 1 W/ FIRST FLOOR WALLS I � _'� —, , "'� 'A D'I n ��= 0 � �O � N Q�a O 7� o 00 ti 7t m, (u oc lb Lr) A�4 SECTIONS JOB NUMBER 2035 -A- -AL-.d -A- Ik- -A- V -A- -A- -A- Amod W/ FIRST FL,30P, WALLS 3/4"CDX PLYWOOD MATERIALS LEGEND SUBFLR., TYP -- 0 � - 5V CRIMP METAL ROOF OVER PEEL & STICk UNDERLAYMENT& 5/8" CDX PLYWOOD SHEATHING -NAILED 6" O.C. EDGE & 6" O.C. FIELD 00 2 INT. ZONE - NAILED 4" O.C. EDGE & 4" O.C. FIELD LINTEL PERIMETER ZONE TYP., USE 8� RING SHANK NAILS MIN. BASE '(Z ROOF: 5V CRIMP BY EXTREME METAL FABRICATORS a CCO I� FINISH FBC NOA#20378.6 BOND BEAM HDR UNDERLAYMENT: PEEL AND STICK BY MFM BUILDING 2 X WOOD BUCK PRODUCTS -FBC NOA# 20378.6 g O -TRUSSES BY TRUSS MANUFACTURER - �7 2 X WOOD BUCK ROOF: Ca) 24" 0.0 FLOOR: 2 X 4- 20" DEEP O 24" O.0 1/4" ULTRACON W/ 1.25" EMBED. a (2) 1/4" VLTRACON W/ 1.25" MIN. 2 X 4- 12 DEEP O� 24" O.0 O EMBED IN LINTEL, TYP. IN CONC. HDR. SEE FRAMNG PLANS FOR LOCATIONS BOTTOM OF - R- 20 ICYNENE INSULATION, TYP. TRUSS 1/4" SHIM MAX. TYP. PROV. ROOF 3� - R-19 BATT INSULATION IN WALL r PROV. WATER PROOF MEMBRANE FLASHING B MEMBRANE FLASHING 3B - R-30 BATT INSULIN CLG, 4. - °2 X 8 CEDAR FASCIA & 2" ALUM. ��t`` 1/4"SHIM MAX. TYP. O DRIP EDGE, TYP. ,- �1y �� SL. GL. DR. W/ IMPACT O - STUCCO SOFFIT OVER METAL LATH, NO VENT, TYP. Id cc 1) IMPACT RESIST. WINDOW 8 XC4 °I GLASS 6 - 1/2" GYP. BD. WALLS, (PAINTED), TYP, I� I TIE (2) STIF,RVPS HEAD FROM COL. INTO 5/8" GYP. BD, TYPEX CEILINGS, GARAGE CEILINGS, PP (�.) 1/4' VLTRACON W/ 1._5 MIN. I° BOND BEAM, FILLED EMBED, IN CONC. BLK, TYP.. 2 X WOOD BUCK (PAINTED)TYP. O - 1/2" GYP. BD. OVER 1 X 2 PT FURRING STRIPS & .°_ A �y SOLID TUCCO FINISH R-5 REFLECTIVE INSUL., OR 3/4" DOW TUFF R 8 1/4" VLTRACON W/ 1.25" EMBED. RIGID INSUL., REFLECT. SURFACE TO brMEMBRANE TO INTERIOR SPACE, TYP. @ EXTERIOR WALLS, TYP. PR V. WATERPROOF IN CONC. BLI<. 8" GMU EXTERIOR WALL W/ 7/8"STUCCO FIN. W/ MEMBRANE FLASHING PROV. WATER PROOF SMOOTH FINISH CO "ZtCOL :� �4 FLASHING -7/8"STUCCO FIN. ON GALV. LATH OVER(2) LAYERS cc ,� Tbx�� I• 2 X WOOD BUCI< 15# FE_LT ON 5/8" CDX PLYWD. PROV, WEEP SCREED @ BOTTOM OF WALL 'cc 1/4" SHIM MAX. TYP. 1/4" SHIM MAX. TYP. A. 1. } d O - 4" POURED CONC, MONOLITHIC SLAB W/ i IMPACT RESIST. WINDOW FIBEIZMESH ON 10 mil VISOEEN, CLEAN COMPACTED + Q JAMB AND TERMITE TREATED FILL. #5 REBAR IN �� - 2 X 6 EXTERIOR OR INTERIOR WALL C� 16" O.C. V\'/ 1/2" FILLED CELL � #3C�16 STIRRI/PS C �iSL. GL. DR. W/ IMPACT IMPACT RESIST. WINDOW GYP. BD. ON INTERIOR FACES. t I a• TYP GLASS 1 Q 1/4" SHIM MAX. TYP. T ( - 2 X 4 INTERIOR WALL �� 16" O.C. VV/ 1/2" GYP. BD. M l N . SO/'LAP, I JAM B EA. SIDE, TYP, TYP. O , 1/4" VLTRACON W/ 1.75"MIN. - FLOOR AS SELECTED BY OWNER i EMBED. IN CONC' 1/4"ULTRACON W/ 1.25" EMBED. - - 4" CONT. T I I S UCCO BAND IN CONC 14 - 12" CONT. STUCCO BAND W/ 1" CHAMFERATTOP a SL. GL. DR. W/ IMPACT +.:•;.; POURED CONC. SILL GLASS .4 PROV. WATER PROOF �5 - 2 X 6 COMPOSITE DECKINGGRAD (7YP 5 CONT, MEMBRANE FLASHING T6 - 7/8" STUCCO CEILING FIN. ON HI RIB MTL LATH %FLASH o PROV. BLKING Ca) 24" O.C., TYP. 2 X WOOD BUCK c'nd ° °_�4FRAM I NG/MASON RY .I .I.•Ij' � � SCHEDULE SILL /Icil L STUCCO FINISH B� - 8" X 16" CONT. BOND BEAM W/ (1) #5 TOP & BOTT. CONT. TYP. a...d 4 ° a I..t .� a SEE NOA FOR FURTHER INFO TYP. 8" X 8" CAST-CRETE PRE -CAST LINTEL SFS 1B 1T, TYP. WINDOW &DOOR NOTES �� MIN. 8" BEARING -PROVIDE CORROSION RESISTANT FLASHING IN SHINGLE FASHION TO EXTERIOR ax F7 - 8" X 16" CAST-CRETE PRE -CAST LINTEL 8F161B 1T, TYP. WALL FINISH INSTALLED PER MANUFACTURERS INSTRUCTIONS OR PROVIDE MIN, 8" BEARING PAN FLASHING �� WINDOW &DOOR SILLS SEALED OR SHAPED TO DIRECT WATER sxz — 8" X 24° VST—CRETE PRE —CAST LINTEL SF241B 1T, TYP. MIN. 8' B _ RING TO EXTERIOR WALL SURFACE OR WATER RESISTANT BARRI ER FOR DRAINAGE [El -18" H. X 32" CONT CONC, FTNG W/ (5) CONT. # 5 REBARS CONT. CONC. FOOTING 2�-S FLASHING TO CONFORM W/ FMA/AAMA 100, FMA/AAMA 200 OR FMA/WDMA 250 W/(5) #5 REINF. BARS CONT. - PROVIDE SEALANTAT)UNCTURE BETWEEN WINDOWS & DOORS TO BUILDING (^' - PT(2) 2 X 12 CANTILEVERED BEAM LET -IN THRU. BOND & (5) #5 REIN F. BARS ACROSS I'-�a WALL WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER SEALANT BEAM, TYP. @ EA. COLUMN LOCATION, FOR JOINT EXPANSION & CONTRACTION F TYP ' - PT 2 X •12 FLOOR JOIST �h� - PT (2) 2 X 10 BEAM BOXED 10"AO" CAGE XS - PT 2 X8 DECK )OIST n 24" O.C. #36D16 a.a•. (6) #5 TYP. P. SLIDING GLASS DOOR DETAIL �/2" -�'-O" TYP, WINDOW DEIAIL '� 1/2"-'1/_01/°6 -6X6P1`POST - BOXED Vtif/PAINT GRADE WOOD Y cC L -16" X 16" MASONRY COLUMN - SEE DETAIL SHT. A-5 a LLJ STUCCO FIN., TYP. 3 7/8 -2 X 4 BLOCKING MIN. S'-0" O.C., TYP. COLUMN PLAN LINTEL MAX B�K STUCCO FINISH CONNECTOR SCHEDULE HANDRAIL BTWN. 1 1/4" & 2" DIAMETER ALL HARDWARE GALVANIZED TYP. COLUMN DETAIL 1 12" = '-O" A W/ BALUSTER E°A DISTANCE FROM 2 EDGE TRUSS ANCHOR W/ 2" MIN, EDGE 2 OCK X WOOD BUCK G (2) 2 X10 PTLEDGERATT. BOND BEAM W/ 3/4"X 8" ROV. WATER PROOF ANCHOR BOLT (a) 24" O.C. STAGGERED, TYP. a MEMBRANE FLASHING 2 X COMPOSITE DECK ��crz (2) 2 X 8 PT LEDGERATT. BOND BEAM W/ 1/2" X 8" TREAD & RISER -' ANCHOR BOLT 0 24" O.C. STAGGERED, TYP. 1/4" TAPCON W/ ST12 — SIMPSON ST12 STRAPS FROM BEAM TO WALL STUD IMPACT RESIST. GARAGE DOOR C� 16" .O.C. TYP 1 1/4" EMBED., TYP. -(2) SIMPSON ST12 STRAPS FROM POST TO EA. BEAM, ST1� 5/16" X 1 5/8" LAG BOLT (1) PER JAMB BRACKET E TYP 1/4" SHIM MAX. TYP. h�bin -(2) MSTA36 STRAPS FROM POST TO BEAM TO POST, TYP, 2 X 6 PT)AMB ATT. TO WALL W/ IMPACT RESIST. STL. DOOR 3/8" SIMPSON TITEN FASTENER W/ 3" EMBED. Hv� - SIMPSON HUC210-2 HANGER- BEAM CANTILEVERED HEAD/)A M B S I M. WOOD BEAMS LINTEL 4" EDGE DIST.C� 12" O.C., TYP. SIMPSON LUS 26 HANGER. PROV. 1/4" X 3" TAPCONS '6 INTO MASONRY, TYP r_ -7 a L�fs - SIMP50N LUS 28 HANGER, PROV. 1/4" X 3" TAPCONS INTO ,MASONRY, TYP biz - SIMPSON ABU 66Z POST BASE W/ 5/8" GALV. ANCHOR 1/4" TAPCON W/ BOLT BOTTOM OF POST 1 1/4" EMBED., TYP. h1Tsf _ SIMPSON MTSM TWISTSTRAP FROM MASONRY COLUMN/ 8" CMU W/ #5 KEBABS 1� BEAM 1-0 CANTILEVERED PT BEAM IN FILLED CELLS 8 IMPACT RESIST. DOOR , + RfMA TRUSS I 0 CANTSIMPSON BA EVERED PT BEAM FLANGE STRAP FROM NOTE: INSTALL PER FBC NOA# 8248.10 2 x 12 PT STRINGE NOTE: ALL HANDRAILS WILL TERMINATE SILL 10 0 FLOOR, WALL, POST OR TREAD SEE NOA FOR FURTHEk INFO TYP. GARAGE DOOR DETAIL 1 1/211=1'-O" TYP. SWING DOOR DETAIL " = ' " = ' °�'7�, 1 1/2 1 _p STAIR DETAIL 1 �(/2 1 -0 , W/ FIRST FLOOR WALLS c N wN w� Q�a N N u et O Q ct 14 ct Q� 7� 00 � 00 O ct U •�,, > c� O AIIIIIIIII DETAILS JOB NUMBER 2035 TOP OF ROOF TOP OF 1 '-0' 36" H. MAX. O'HANG GUARDRAIL O TOP OF N TRUSS O TOP OF N OPENING MAX. O'HANG G W 1E Q FIN. SLAB EL. +/-4.25' + (+/-4'-2") GRADE (++/ 3' 8)) 3/4" PLYWD SUBFLR., TY P, i'l rim 12' DEEP 024" O.C. TYP. OPEN EAST/SIDE ELEVATION 6 TYP. I BASE _'/ TYPE 'X' \_ OPEN c01 1616 DTYP Z `� TYP. 2 TYP. HETA �Oe F) CLOSET FLASH CC GARAGE DOOR 41, ��,\O Ol TANG F=i e4 f � POSI bxb <.) TYP. �X1 D ECO RATI VE RACKETS, TYP. SEE DETAIL BELOW T4 LINTEL. O'HANG vIAX. O'HANG OPEN 6O 7 X6 STAIR: SEE DETAIL OPEN OPEN SHT A-5 16°L7 7 FIN. SLAB GRADE EL.4,75' EL.4.65' ------------------IJ 36" H. GUARDRAIL-, BRACKET OPEN SUGGESTED WALL DECORATION ` -- — — — — — — — — - — — — — — — — — — — — — — — — — — — — — - r -------------------------------J NORTH/FRONT ELEVATION I NO O'HAN 3 C� DTYP. NO O'HANG 4 TYP. TOP OF -----� WALL & BOND BEAM LINTEL O'HANG D-l" gA MAX. O'HANG FIN. SLAB EL. 4.75' (4'-9 ") ---------------------I No P­ ------------------------------- ---------------------------------------- L-------------------- ----------------------------------------J WEST/SIDE ELEVATION 0 T2 c--- NO OVERHANG �4j TYP. TOP OF ® W LL o STI2 cc TYP. TOP OFP. TRUSS y —WEEP SCREED TOP OF j 1 - TOP OF '—' TRUSb �E WALL — ®11 - N -X RIM )ST. BEAM OPEN OPEN �'(7 OPEN HETA �. I 0i 20 MAX rYP. + + 60L 160L 6OL 611_ F 1 L------------------------------- J SOUTH/ REAR ELEVATION �/41/=l /_01/ ELEVATIONS 1/4//=-I /_0,/ 4 (2) 1/2" GALV. BOLTS THRU TRUSS TYP. BLOCK AS R�Q'D TO SPACE EQUAL BTWN WINDOW 12 3� Mil 2 X 6 PT DECORATIVE BRACKE BOXED L� NO O'HANG FyP. 4 TYP. TOP OF 1 /-0 // WALL �( 3 36" H. GUARDRAIL (2) L2x1 TOP OF TRVS� . cat 1'-0" MAX. O'H AN G U FIN. SLAB EL. +/-4.25GRADE EL. 3.66' I fIP 1E A 3 MATERIALS LEGEND O5V CRIMP METAL ROOF OVER PEEL & STICK UNDERLAYMENT & 5/8" CDX PLYWOOD SHEATHING -NAILED 6" O.C. EDGE & 6" O.C. FIELD INT. ZONE - NAILED 4" O.C. EDGE & 4" O.C. FIELD PERIMETER ZONE TYP., USE 8� RING SHANK NAILS MIN. ROOF: 5V CRIMP BY EXTREME METAL FABRICATORS FBC NOA# 20378.6 UNDERLAYMENT: PEELAND STICK BY MFM BUILDING O2PRODUCTS -FBC NOA# 20378.6 -TRUSSES BY TRUSS MANUFACTURER - ROOF: @ 24" O.0 FLOOR: 2 X 4- 20" DEEP 0 24" O.0 2X4-12"DEEP @24"O.0 SEE FKAMNG PLANS FOR LOCATIONS - R- 20 ICYNENE INSULATION, TYP. 3A - R-19 BATT INSULATION IN WALL 3B - R-30 BATT INSUL IN CLG. ® - 2 X 8 CEDAR FASCIA & 2" ALUM. DRIP EDGE, TYP. O - STUCCO SOFFIT OVER METAL LATH, NO VENT, TYP. ®-1/2" GYP. BD. WALLS, (PAINTED), TYP. 5/8" GYP. BD. CEILINGS, (PAINTED), TYP. 5/8" GYP. BD. TYPE ' X' GARAGE CEILINGS, CPAINTED)TYP. -112" GYP. BD. OVER 1 X 2 PT FURRI NG STRI PS & R-5 REFLECTIVE INSUL, OR 3/4" DOW TUFF R RIGID INSUL., REFLECT. SURFACE TO TO INTERIOR SPACE, TYP. 0 EXTERIOR WALLS, TYP. ® - 8" CMU EXTERIOR WALL W/ 7/8" STUCCO FIN, W/ SMOOTH FINISH O718" STUCCO FIN. ON GALV, LATH OVER(2) LAYERS 15# FELT ON 5/8" CDX PLYWD. PROV. WEEP SCREED 0 BOTTOM OF WALL O - 4" POURED CONC. MONOLITHIC SLAB W/ FIBERMESH ON 10 mil VISOEEN, CLEAN COMPACTED AND TERMITE TREATED FILL. (� - 2 X b EXTERIOR OR INTERIOR WALL @ 16" O.C. W11/2" GYP. BD, ON INTERIOR FACES. 2 X 4 INTERIOR WALL 016" O.C. W1112" GYP. BD, EA. SIDE, TYP. FLOOR AS SELECTED BY OWNER 13 - 4" CONT. STUCCO BAND -12" CONT. STUCCO BAND W11" CHAMFER AT TOP f 5 - 2 X 6 COMPOSITE DECKING 16 - 7/8" STUCCO CEILING FIN. ON HI RIB MTL LATH PROV. BLKING 0 24" O.C., TYP. FRAMING/MASONRY SCHEDULE �N � W Q \ Q � Q e � sa � � U ct BB - 8" X 16" CONT. BOND BEAM W/ Cl) #5 TOP & BOTT. CONT. TYP. SX16 TYP. 8X8 - 8" X 8" CAST-CRETE PRE -CAST LINTEL 8FS I 1T, TYP. MIN, 8" BEARING SX16 - 8" X 16" CAST-CRETE PRE -CAST LINTEL 81`161B 1T, TYP, MIN, 8" BEARING axz' PRE -CAST LINTEL SF241B 1T, TYP. MIN?8' I BEASRINGETE 71--18" H. X 32" CONT CONC, FTNG W/ (5) CONT. # 5 REBARS x� - PT (2) 2 X 12 CANTI LEVERED BEAM LET -I N TH RU. BOND BEAM, TYP. '' - PT 2 X 12 FLOOR )OIST �Xi - PT (2) 2 X 10 BEAM BOXED 2xs PT 2 X8 DECK )OIST 0 24" O.C.ON • 4> 6°6 - b X 6 PT POST- BOXED W/ PAINT GRADE WOOD � 16°L -16" X 16" MASONRY COLUMN -SEE DETAIL SHT. A-5 *� � STUCCO FIN., TYP. BLK _2 X 4 BLOCKING MIN. 8'-0" O.C., TYP. C) CONNECTOR SCHEDULE ALL HARDWARE GALVANIZED HETA 20 - SIMPSON HETA 20 TRUSS ANCHOR W/ 2" MIN. EDGE DISTANCE FROM EDGE OF BLOCK �'c ,o G (2) 2 X 10 PT LEDGER ATT. BOND BEAM W/ 3/4" X 8" � E ANCHOR BOLT O 24" O.C. STAGGERED, TYP. � � DGR =''Xe (2) 2 X 8 PT LEDGER ATT. BOND BEAM W/ 112" X 8" ANCHOR BOLT 0 24" O.C. STAGGERED, TYP. G- SIMPSON ST12 STRAPS FROM BEAM TO WALL STUD C@ 16'/.O.C, TYP �..� (2) sr12 -(2) SIMPSON ST12 STRAPS FROM POST TO EA. BEAM, ABOVE, TYP. I 7:1 36TA -(2) MSTA36 STRAPS FROM POST TO BEAM TO POST, TYP. Hv - SIMP50N HUC210-2 HANGER- BEAM CANTILEVERED 210-' WOOD BEAMS OR LINTEL Lvs - SLMPSON LVS 26 HANGER. PROV. 1/4" X 3" TAPCONS �6 INTO MASONRY, TYP Lvs - SIMPSON LUS 28 HANGER. PROV. 1/4" X 3" TAPCONS �$ INTO MASONRY, TYP ABv _ SIMPSON ABU 66Z POST BASE W/ 5/8" GALV. ANCHOR ' bbz BOLT 0 BOTTOM OF POST SIMPSON MTSM TWIST STRAP FROM MASONRY COLUMN/ 16 BEAM TO CANTILEVERED PT BEAM BA MA -SIMPSON BA MAX X 11" HIGH TOPFLANGE STRAP FROM TRUSS TO CANTIVEVERED PT BEAM py 4'-0" SIMPSON HUS26--,-Z B RACKET PE TAI L 3/41/ =1 /-0 W/ I A RST FLOOR WALLS A� ELEVATIONS JOB NUMBER2035 STUB OUT FOR FUTURE SINK - CK. LOCATION W1 OWNERS , EXi CFI ' \ i 1 � TO SWITCH La-) ENTRY e TO SWITCH C� ENTRY •� TO F'_OOP LIGHTS FIRST FLOOR ELECTRIC PLAN 1/4 // — PROVIDE PORCELAIN BULB HOLDER W/ SWITCH IN ATTIC OALL ACCESS LOCATIONS — PROVIDE PAN FOR WATER HEATER — PROVIDE UFER GROUND — PROVIDE DISCONNECTS 0 WATER HEATER AND AIR CONDITIONING — PROVIDE ARC FAULT CIRCUIT INTERUPTERS FOR ALL 120 VOLT SINGLE PHASE, 15 & 20 AMP BRANCH CIRCUITS FOR KITCHENS FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION CLOSETS, HALLWAYS, LAUNDRY AREAS OR SIMILAR ROOMS PROVIDE TAMPER RESISTANT RECEPTACLES FORALL NON —LOCKING 120 VOLT SINGLE PHASE, 15 & 20 AMP BRANCH CIRCUITS AT WALL SPACES, SMALL APPLIANCE CIRCUITS, COUNTER TOP SPACES, BATHROOM AREAS OUTDOOR AREAS, LAUNDRY AREAS, GARAGE AND OUTBUILDINGS AND HALLWAYS CLOSET MASTER B E D ROO M I •� TO GARAGE •� SCONCE LIGHTS 'e � e �. EX-1 GFI 1 GUEST 1 BATH 1 OW / 1 6 C LOS ET i AFI ! 'e 1 � e' / r A j TO SWITCH �. BELOW �.�,�„�•�,.�'/. SECOND FLOOR ELECTRIC PLAN ELECTRIC LEGEND - SWITCH - "D" DENOTES DIMMER # DENOTES TERMINALS -DUPLEX WALL OUTLET CFI =:et - DUPLEX WALL OUTLET, GROUND FAULT INTERUPT =,(n-- - SWITCHED OUTLET AFI $ - DUPLEX WALL OUTLET, ARC FAULT INTERUPT 4�- - DUPLEX WALL OUTLET, ONE OUTLET SWITCHED EXT. CFI =@: -EXTERIOR RATED DUPLEX WALL OUTLET, GROUND FAULT INTERUPT VD- - WALL LIGHT -TELEPHONE OUTLET - NEW CEILING FAN ABLE TV FAN BATHROOM FAN P - PENDANT LIGHT - 4 RECESSED LIGHT O - 6, RECESSED LIGHT SO - RECESSED SHOWER LIGHT S, - S,NAOKE/CARBON MONOXIDE DETECTOR. EP - ELECTRIC PANEL LEI)- LEP FIXTURE - SIZE AS SHOWN - EXTERIOR LIGHTS CM - CEILING ,MOUNTED LIGHT FIXTURE - VC UNDER CABINET LIGHTS �- - CATEGORY 5 NETWORK CABLE OUTLET CAT DO- GARAGE DOOR OPENER VTR I I 2,1 3» SHOWER 12" I � �3" VTR I 12" 3" W.C. LAV I i MASTER BATH 13" \» 2" I <3. LAV. 3 2ND FLR I SINK 3' W.C. � A.A.V. .. 3" JJJ Day 2 2" I GUEST BATH SHOWER 1 /4 // I KITCHEN WASHER 3" A.A. V. 2 \� 3.. SINK 2„ 2 OUTDOOR LAUNDRY SHOWER IST FLR` ROUTE TO MUN/Ulr-AL SANITARY SYSTEM PLUMBING DIAGRAM P RMIT 2 i W/ FIRST FLOOR WALLS C.O. N TS � N I —I �� w0 Q N N u U 00 ct ct U J U ct � � O ct O v � � � O (r) ct �`�► N O �l ELECTRIC )OB NUMBER 2035