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HomeMy WebLinkAbout37753-37759 Prairie Rose Lpj 16010' QQ 0 30' 2525' SWWWE 140.6-o-; --------- (D CD 110,01 P o 0 vi 5. I 0 0 ' [0' 25 0# 25' 3 TT -1 17"A7 EU Single Family Dwelling Plan Review Comments l . F.F.E. Shall be a minimum of 8" above the road elevation and a engineered site plan. 2. Lots shall be graded to comply with R401.3 of the F.B.C.. 3. Compaction test required if 24" or more of fill dirt is brought in at any one place. 4. Tie in survey required before pouring concrete. 5. Driveways require a R.O.W. use permit. 6. All setbacks shall be met. 7. All property markers shall be uncovered and marked at time of first inspection. 8. All A.D.A. requirements shall be met. 9. No electric, plumbing. mechanical, or framing shall be covered without ari inspection and approval first. 10. All Garages shall comply with section R309.2 of the F.B.C. (Fire Separation). 11. Appliances shall not be installed in a location where subject to mechanical damage unless protected by approved barriers. NI303.4 of the F.B.0 12. Water heaters shall comply with section P607.3 of the .F.B.0 13. Foundation supports t()r A/C units shall be raised at least 3" above finished grade. MI 303.1 14. Return air in all bedrooms. F.B.C. M1620A 15. Smoke detectors are to be installed in accordance with R313.1 of the F.B.C. 16. All glazing requirements are to be in accordance with R308.4 of the F.B.0 . 17. All means of egress arc to be in accordance with R311 of the F.B.C. 18. "Green gypsum board" shall not be used as a backer in showers or tubs. R`702.4.2 F.B.C. 19. Combination -type AFCI breakers are required at all locations requiring a AFCI type breaker. 20. Carbon monoxide alarms will be required in new construction that uses fossil -burning heatirg-r or appliances or an attached garage. They shall be installed in accordance with the F.B.C. 21. All plumbing, mechanical, and electrical shall be separate from unit to uni t. This includes all underground plumbing and electric. 22. All 2008 N.E.C. Codes will be enforced. 23. Tamper- Resistant Receptacles in accordance with 406.11 of the 2008 N.F .0 22. In accordance with the Land Development Code, lots shall be sodded before final at least 10 feet around the: structure. F.F.E.-Finished Floor Elevation F.B.C- Florida Building Code (2010) R.O.W.-Right Of Way A.D.A.- Americans with Disabilities Act N.E.C.- National Electric Code (2008) FIBERGLASS SHINGLES NMI MIN MEN MI MIN ON - . I MINI MEN FRONT ELEVATION - UNIT 2 FLORIDA APPROVED PRODUCTS LIST Parent Approval Manufacturer Cate ory Subcategory A/SeApp/Seq # Product Model # or Name Model Dcscri tion FLI 1321.1 Builders Hardware Inc. Exterior Doors Swin8ing Ext. Door Opaque Fiberglass Door Entry Door FLI5220.1 Plastico Inc. Exterior Doors Swinging Ext. Door Assemblies Opaque Fiberglass Door Glazed Fiberglass Door FL 15279-R1 Clovay Buildina Products Company Exterior Doors Sectional Ext. Door Assemblies FL15349-RI Ml Windows and Doors Windows Fixed Model 185PW Aluminum FL.3664-R3 Tamko Building Products Roofing Underlayments TW Underlayment Sclf-Adhering Rubbcr-izcd F'L4968 l ardian B ilding Pra ucts - Ashlev Pane! Walls Soffits 16" Quad our /4 Aluminum FL9792-10 Atlas Roofing Co oration Roofing Asphalt Shingles StormMaster Shake Fiberglass Reinlorced FL1 1473-R2 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors LSUU210 Adjustable I Langer FL 1473-R2 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors fIETA Embedded T'nrss Anchor FLl 1473-R2 Sim son Strong -Tic Co. Structural Components Wood Connectors Anchors META Embedded Truss Anchor Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors Sim son Strop -Tic Co. Structural Components Wood Connectors Anchors Simpson Strong -Tic Co. Structural Components Wood Connectors Anchors Strap Ties FL11473-R2 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors LSI'Al2 Strap Tics F'L11473-R2 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors H2.5 Truss Tie NOTE flW FLORIDA APPROVED WINDOWS AND DOORS RATED FOR INDICATED DESIGN PRESSURES AND INSTALLED PER DOOR MANUFACTURERS SPECIFICATIONS. ES i'11t:ST. 1`u-.`�:•: luiF,l. i' I "MI r: QU[I.Fv!LNTS OFTHE 2010 FLORIDA R-ESIDENTLAL BUILDING CODE, 1. CONCRETE SiiA!A, iiA - A N C'aJAPRhSSI',•``,'I STREMUTI1 OI' 2,000 PSI (UNLESS NOTED OTHERWISE) (U 28 DAYS. 2. STEEL. RI_1NFOP,.0 i-"MEt< S, EA!_.1 HAV L t%1TJ! :iL ^ 1 YIELD STRENGHI I OF 40,000 PSI 1N ACCORDANCE WCHI ASTM A-6i 5. 3. C'UNCRt:'TE [vL1SONItY F'I"I'S, it -' NY, Sil!lLL ILL`. i l 1,LOW ('ORE; 1.GA1) BEAR{N(.iS 1N ACCORDANCE'1'O ASTM C'90 OR C145, 1,900.PSI MINIMUM. ,� G r '%�;' �. d PJ P � 0 P I S PER AST'NL 4 6. 4. TR) 'T [F ANY.. I _,'� .,L HAS L �.. Nr�.?Cl.. I A��rREGA'1'E. `� 11 _ Cl SLUM 0 0 S A � C. 7 C _U ,S I �. , 5. MORTAR,IF ANY, SHALL BE TYPL `v, OR `I IN cONFORMAN'C'E ASTM C'270. EFOUNDATION' TIEOU R ZS SilsiS UNI.�US AROUND CO RNERS BY BENDING THE BAR1N ACCORDANCE WITH 2023.4 OF THE SSTD 10-99. IN BOTH CASES I HE T-AINIMUM BAR LAPS] IALL, BE 40 DIAMETER LIKEWISE,THE BONI) BEAM RL-'INFORCEMENTSFIALL BE CONTINOUS AROUND ALL CORNERS. ...,, 7. ATTACH PLYWOOD WO(zll SHEATHING TO SUPPOR'CIN.r � BUSSES OR OTHER FRAMING WITH COMMON NAILS FOR GABLE DIAPHRAGMS ONLY, (UNLESS OTHERWISE NOTED) 8d. A. 4" O.C. ALONG EDGES OF PLYWOOD PANELS. B. 6" OC. ALONG FIELD OF PLYWOOD PANELS. 8. PROVIDE 4" X 4" CLEAN OUTFOR ALI., CONCRETE FILLED CELLS. AT THE BASE OF WALL. 9. ALL WOOD LOAD 13EARING EXTERIOR AND INTERIOR WALLS TO BE 92 SOUTHERN YELLOW PINE: (OR EQUAL (FB = 1200 PSI) (a,) 16" U.C. UNLESS NOTED OTHERWISE). 10. ALL WOOD GIRDERS SHALL I IAV'E A MIN. OF (4) - 2"X4" SI(; DS PLACED DIRECTLY UNDER TI IE GIRDER AND DOUBLE PLATES. 11. PRE -MANUFACTURED ROOF' RUSSE'S 10 BE DESIGN E D iN ACCORDANCE WITII TI I1? LATEST I'M DESIGN REQUIREMENTS. TI IE TRUSS MANUFACTURER IS REQUIRED TO FURNISH ALL REACTION LOADS FOR DEAD LOADS, LIVE' LOADS AND W[`JL) LOADS. NL� N'U''AC'i'C'1 :`ram "i C% SUIItiiIT TRUSS LAYOUT AND DETAILS SIGNED BY A FLORIDA REGISTERED ENGINEER. 12. EXI ERIOR FRONTAND I3At.: v )C1iZS., WINDOWS. S. GARAGE DOORS, CLADDING AND C:OMPONEN`1'SARE SUBMITTED WITI-I. THT: !A_." l t r;.; I! IST'A[_LATION AND T'E:CHNICAL MATERIAL SPECIFICATIONS. 13. ALL EXTERIOR (;(?",C:1J.I'.'['1 BI- 01--'K WALLS ARE DESIGNED AS SHEAIL WALS OR SHEAR WALL SEGMENTS WITH DIJR A-1�i' LL ?ZF,I!>i[';)R( ENJ 7_ v"[ 1'V1,[Z` ()Il-II:RBLOCK AS PER I'liF, REQUIREMENTS OFTIIE NATIONALCONCIZE'1'E �1ASO^'R'z' INS'[',1 .! l'I;. if Di:' _ n °h' .Ll_ 1ZEIN 'ORCEMI N"T IS `ICT' USED FORTHE ENTIRE BUILDING, LENGTH OF [ACT%JAI: ,.F.L!">L ',k,',1I.;- Wi,,_. i3E L« 5IG'>A"TE.D ON T'HF E, TANS. 14. ALL OPEA +r S ( RI A I};I' I ilA FFEIT I-(" 'IAVE' 1-it i BAR ON EACH SIDE OF OPENING AND FILLED WITII GROUT. O ENIIN ER rI IAN r� I F I T :O III, v'E ,'_-# ; BARS ON EACI[ SIDE OF OPENING. 15. CONTRACTOK I'.) VERIFY iV,L J)IT,A.I:NSTCjNS h;ND CONDITIONS IN THE FIELD. 16. ANY CIIANGES T j SEALED DRA' INGS MUST BE; APPROVED BYTHE PROFESSIONAL ENGINEER OF RECORD. 17. STRUCTURAL DPSIGN (..R1 ['FR:_A:�-� A. BASICWIND SPEF'I) i1? MPH 108 MP1I 3 SEC. GUST B. RISK CATEGORY if C. APPLICABLE INTERNAL RES`''-URE COEFFICIENT .- WINDWARD LEEWARD ±0.18 18. ASSUMED MINIMUM EXISTING SOIL BEARING PRESSURE = 2500 PSF 19, SOIL NOTED AS COMPACTED IS 95% MODIFIED PROCTOR, ASTNI D1557. � SL.I FOUNDATION NOTES VERIFY LOCATION OF BUILDING AT SITE USING OWNERS APPROVED PLOT PLAN AND ADJUST CONCRETE L004ING, SLAB, LANDING. AND STEPS, AS GRADE REQUIRES. IF CONFLICTS BETWEEN EXISTING SITE CONDITIONS AND APPROVED PLOT PLAN ARISE CON I AC"I BUILDER. 1. PREPARE ARE SOILTO RECEIVE" 4 CONCRETE SLAB W/ WIRE MESH OVER 6 MIL VAPOR BARRIER AN D CL.F.AN, W F:I.I, C'OM PACT LD, TE:P.M, I1. TREATED FILL. 2. ALL FOOTINGS T'O BE 16"W X 8" D W/2 #5 REBAR CONTINUOUS (UNLESS NOTED). 3. ALL THICKENED SLABS (BELL FOOTING) TO BE 12" W X 20" D W/2 # 5 REBAR CONTINUOUS (PLACE UPLIFT SI'ItAPPLN(1 OR ANTI IORS AS MAY BE REQUIRED PER CODE). 4, ALI, COLUMN PAD TO BE 24" X 24" X12" W/ 3- #5 REBAR EACI I WAY (UNLESS NOTED). 5. ALL THICKENED EDGE SLABS TO BE 12" 12" W/ (1) #5 REBAR, 6.41 HCKENED SLAB AT FLOOR ELEVATION CHANGE IS TO BE 8" D X 16" W/2 45 REBAR CONTINUOUS. FILL 'O WITH CONCRETE AND PLACE 1 #5 REBAR VERTICAL FROM FOOTING TO TIE -BEAM. 7 CORE 8. PITCH SLAB AT GRADE AT 1" IN 10' TYPICAL IN DIRECTION OF ARROW). 9. RECESS FLOOR SLAB 3/4" AT ALL SLIDING GLASS DOORS AND EXTEND SLAB 1 1/2" PAST BLOCK FACE. 100. SEXTEKND SLAB �1EDGE r ATT EXTERIOR �ll }O.ORFS� 1 1/2"" PArSJT' BLwOCK(FACE. "7: 5 -1i AK[NCi' Al'�rT�TI Y'SCI�i C"Y �IC I�ITN:�PSZ>�0-I'�� i /NOP,'Nt7"1'1Fl-AY,14ORK tM MkWA,Y FOR RF:V[EW OF FOI;NDA'I'ION 1)L51(iN 12. AIR CONDITIONER COMPRESSOR PAD SHALL BE 3'X4'X4" PLACED 8" FROM WALL, TYPICAL OR AS PLANS. 13. ALL. STONE OR BRICK VINEER FOOTINGS T'O BE 22" W X 10" 1) W/ 345 REBARS CONTINUOUS. 14. ALL FOOTING FOR 2 STORY TO BE 20" W X 10" D W/ 345 REBAR CONTINUOUS. 15. ALL THICKENED SLAB (BELL TOOTING) W/ 2 STORIES BEARING TO BE 20" W x 20" D W/ 3- #5 REBARS (PLACE UPLIFT STRAPS OR ANCHORS AS MAY BE REQUIRED PER CODE.) 16. TII[CKENED SLAB (BELL FOOTING) WI IE1tE ATBEARING WALL OCCURS AT CHANGE IN FLOOR ELEVATION SI TALI. BL A MIN. 16" D X 16" W CONTINUOUS. I8. TERMITE SOIL PROTECTION TO BE PROVIDED BY REGISTERED TERMITICIDES. WOOD NOTES 1. ALL FRAMING MEMBERS SHALL BE WOOD MEMBERS WITH PROPERTIES EQUAL TO Olt BE.T'T'ER "THAN "1T1(-)SE GIVLN ill' 1 [ [E S0 uTJIERN PINE INSPECTION BUREAU FOR SURFACED DRIED SOUTHERN PINE NO.2 (MINIMUM ALLOWABLE BENDING STRESS - 1 1`90131 FOR SINGLL MEMBERS USES AND 1400 PSI FOR REPETITIVE MEMBER USES. MODULES OF ELASTICITY-1.600,00 PSI) 2. ALL LUMBER IN CONTACTWITH MASONRY OR CONCRETE SHALL BE PRESSURE "CREATED. 3. ALL ROOF RAFTERS AND PREFABRICATED WOOD TRUSSES SHALL, BE SECURELY FASTENED TO THEIR SUPPORTING WALL OR BEAMS WITH HURRICANE CLIPS OR ANCHORS AS NOTED. 4. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITHTHE LATESTED1410N OF I'll E;"NA"1ION A1, DLSIGN SPECIFICATION FOR STRESS -GRADE LUMBER" AND IT'S FASTENERS AS RECOMMENDED I3Y THE NATIONAL FOREST PRODI_:(`TS ASSOCIATION 5. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTE WITI I AN FNG!NFER SEAL. FOR APPROVAL. DESIGN NOTES ARE TO INCLUDE THE RATED LOAD CAPACITY OF THE CONNECTORS USED TO SECURE THE MEMBERS C'F:R1TI ICATION ' 'R ' UTILIZING HE C' -NNE 'I ORS SYSTEM PROPOSED. OF' "THE CONNECTOR CAPACITY'S AND MANUFACTURES LICENSE TO FABRICATE I USSES T U C � S 7. BRIDGING FOR PRE-ENGINEERED 'TRUSS SHALL BE AS REQUIRED BY TRUSS MANUFACTURER IN ADDITION TO MEMBER SiK)W ON DRAWINGS. 8. ROOF DECKS SFIALL BE 1/2" PLYWOOD OROSB FOR FIBERGLASS SHINGLE ROOFS AND 5/8" PLYWOOD FOR CONCRETE OR CLAY TILE ROOFS. USE 8D NAILS WITH 6" SPACING AT ALL PANEL EDGES AND 6" SPACING INTERMEDIATE SUPPORTS. PROVIDE. PLY CLIPS AI' UNSUPPORTED EDGES. 9. ALL WOOD FRAME DETAILS SHALL BE IN ACCORDANCE WITII "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" LATEST ADDITION, NATIONAL FOREST PRODUCT'S ASSOCIATION, UNLESS DETAILED OTHERWISE ON TIIE STRUCTURAL DRAWINGS. 10. ROOF LIVE LOAD = 20 PSF. ROOF DEAD LOAD = 20 PSF 11. GABLE ENDWALLS ADJACENT TO CATHEDRAL CEILINGS ARE REQUIRED TO 13E CONTINUOUS FROM FLOOR TO ROOF DIAPI IRAGM. ■ ■ MEAN ROOF HEIGHT -. ° •rrrrrrr rrrrti•.rrrrr�ir�ri.i....rrrrr. i1i1 . L l 9-4 V" PLUMBING NOTES 1. PROVIDE PLU'MBLNG FIXTURES, AS SELECTED BY PRACTICAL CONSI. COMPLETE WITH ALL TRIM "CRAPS, STOP VALVES, SUPPLIES AND 1:SCUTCIIEONS. 2. AL.1. I'L.UM131NG SHALL 13E IS ST`RICI' ACCORDANCE; WIII I STANDARD PLUMBING CODES AND LOCAL ORDINANCES. 3. SOIL. WASI E AND VENT PLYING SHALL BE SCHEDULE 40 PVC. 4. Al 1, WATER PIPING SHALL BY "TYPE "L" WITI I 95-5 SOLDERED JOINTS OR C-P.V.C. 5. ('OPPFR PIPING UNDERGROUND AND IN CONTRACTWITII DISSIMILAR METALS SHALL BE COATED WITI I TAR ENAMEL AWWA-C-203 OR T;QUAL. 6. PROVIDE; INDIVIDUAL WATER STOPS AT ALI., WATER CLOSETS, LAVATORIES AND KITCHEN SINK INSTALLATIONS. 7. 11"UN ALI, PIPES CONCEALED IN WALL, FLOORS, A13OVE CEILINGS OR BELOW GRADE. 8. VERIFY ALL, ROUGH IN REQUIREMENT'S WIT]] THE FIXTURES TI IAT ARE SELECTED. 9. ('(,)ORDINATE ALL WORK WAIT TRADES. 10. PROVIDE FULL SIZE; PIPING FROM HOT WATER P&T WALVE TO EXTERIOR. 1 I. WATER PIPING RUN I'1IROUGI I CONCRETE OR MASONRY SHALL BE WRAPPED WITH 10-ML VINYL PLUMBING TAPE. 12. 1 LOTWATER PIPING SHALL BE INSULATED IN ACCORDANCE WITH COUNTY WIDE ENERGY CODE. 13.40 GALLON WATER HEATER. 14.'I'AN'K TYPE' WATER CLOSETVOLUME 1.5 GALLONS. 15. WA LIZ-FLOW RATE. SHOWER HEADS 2.5 GPM PRIVATE FACILITES 2.213 GPM 16. PLUMBERS MUSTUSE A METAL OR PLASTIC: MATERIAL TO BOX OUT AREAS IN CONCRETE WHERE DRAINS ARETO BE INSTALLED. 17.11 LERMAL. EXPANSION PROTECTION IS REQUIRED WHEN TI IE WATER SERVICE IS EQUIPPED WITH A BACKFLOWN PREVENTION DEVICE. , 2 014 I `{.ALL BAC'KF'LOWN PREVENTION DEVICES ARE REQUIREDTO BE'1 ES"1-ED AND TESL' RESULT'S SUBMITTED TO If IE BUILDING DEI A`Rf464 MAY BEFOKE'1'lLL- C'ERI'IFICA"I'E OF OCCUPANCY IS ISSUED. 19. IN GARAGES ALL WATER HEATERS SHALL BE ELEVATED TO UNSURE THAT I,i IE LOWEST IGNITION SOURCE IS 18" ABLOVE'THE$iJF t INCLUDING ELECTRIC WATER HEATERS. GENERAL NOTES L BUILDER WILL VERIFY ALL DIMENSIONS SHOWN OR IMPLIED BEFORE STARTING ANY WORK. 2. BUILDER WILL COMPLY WITH ALL BUILDING CODES BOTH STATE AND LOCAL, AND COMPLY WITH ALL LOCAL AUTHORITES I CAVING JURISDICTION. 3.1'T IS TI IE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE -1-0 INSURE -1.1IE SAFETY OF" 1TLE BUILDING AND COMPONENT PARTS DURING ERECTION PHIS INCLUDES BUT IS NOT LIMITED TO THE ADDITION WHAI'EVER'TL:MPORARY �- BRAC'ING. GUYS, OR TI IE DOWNS TI IAT MAY BE NECESSARY. SUCH MATERIAL SI IALL. 13E REMOVED AND SHALL REMAIN THE PROPERTY OF "I 1IF. CONTRACTOR AFTER COMPLETION OF TI IE PROJECT. 4. ALL DIMENSIONS AND ELEVATIONS SHOWN ON TI IE STRUCTURAL DRAWINGS SHALL BE VERIFIED AND SHALL, CONFORM TO TILE ARC'111TECTURAL DRAWINGS, 5. NAIL AND GLUE BUCKS, THE WOOD BETWEEN TI IE DOOR ,IAMB AND TIIE WALL. 6. "1LIE MULLIONS - STRIPS BETWEEN A SERIES OF WINDOWS - MUSTBE CERTIFIED TO WITHSTAND TIIE DESIGNED WIND CAPACITY. 7. WINDOWS AND GLASS DOORS MUST MEETT'HE IMPACT STANDARDS. WINDOW MFGR MUST I LAVE LABELS ATTACHED LISTING MANUFACTURER, PERFORMANCE CI IARACTERISTIC'SAND CER'1'IIICALION "I'HA"1"1't[FY IIAV1 BEEN TESTED. LABELS MUST S"TAY ON UNTIL THE FINAL. INSPECTION. 8. WALL SIDING, INCLUDING BRICK FACING, PAINTED BLOCK OR S"I UCCO MUS END 6 INCHES ABOVELHE GROUND TO ALLOW FOR }L 1 URE �: � ( S` NI. S "L'HAN 5 'C T "1 TERMITE "'E INS} LC I N '1'H 'CONTRACT )R CAN PAINT TIIE BARE BAND OR APPLY A PLASTER -LIKE FINISH LE 5 /81N 1 1 11CK I E ZMT 1 1C S. E � S r' DIRECTLY T'O'1'HE FOUNDATION WALL. n n S , C G "I TIN 3h IORIZONTALLY AND BET) 60 OF "THE STANDING SURFACE OF BA'1'H'CU13 S1lOWER..I A ETC'. SHALL BE ..ANY ALA'/.IN _ W11 - 1 _ BELOW C �S SAFETY GLAZED. q! 10. BAIITROOM VENTILATION MUST' BE MECHNICALLY EXI LAUSTED TO BUILDING EXTERIOR. )' �SI 1�� 11. EQUIPMENT DISCONNECT MUST BE WITHIN SITE. �l �Oa "1� 1 12. THE EQUIPMENT SERVICE PANEL. MUST BE LOCATED WITHIN 6'-0" OF ATTIC ACCESS, IF THE AIR HANDLER UNIT' IS INTHE ATTIC. I 'Y 13. A FLOAT SWITCI I TO SI TUT DOWN THE UNIT OR OTHER APPROVED DEVICE TO ALERTTHE I IOME OWNER TI [AI"!II E CONDENSATION�'j ' / DRAIN IS STOPPED UP MUST BE INSTALLED IF THE AIR HANDLER UNIT IS IN THE ATTIC. 15v21;1 � t 16. ALL MECHANICAL EQUIPMENT INCLUDING .A/C CONDENSERS, POOL FILTERS AND POOL HEATERS SHALL BE SECURED FO RESIST' �� LOCATION WIND LOADS. �io MASONRY/CONCRETE NOTES MASONRY NOTES: 1. ALI, MASONRY IS'TO BE 8" HOLLOW UNITS SHALL CONFORM TO ASTM C90, TYPE NJ, WITII A MNINIMUM COMPRESSIVE STRENGTI I OF 1000 PSI. 2. MORTAR SHALL CONFORM TO ASTM C476, TYPE PL, WITI I A MINIMUM COMPRESSIVE STRENGTH OF2500 PSI. CONCRETE NOTES. J. ALI, CONCRETE SI [ALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. 2. ALL REINFORCING STEEL TO BE NEW DOMESTIC: DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40 EXCEPTTHAT TIES MAY BE DOMESTIC STEEL CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC: SHALL CONFORM TO A-185. 4. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENING S,SLEEVES,ANCHOR BOLTS,INSERTS,ETC. AS REQUIRED BY OT HER TRADES BEFORE CONCRETE IS PLACED. NO SLEEVES,OPENINGS PR INESERTS MAY BE PLACED IN BEAMS OR SLABS UNLESS APPROVED BY "THE ARCHITECTAND SHOWN ON SHOP DRAWINGS. 5. ALL REINFORCING DETAILS TO CONFORMTO "MANUEL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, AC[ 315, UNLESS DETAILED OTHERWISE ON STRUCTURAL DRAWINGS. 6. PROVIDE SPACERS,CHAIRS,BOLTS,ETC. AS REQUIRED TO ASSEMBLE,PLACE AND SUPPORT ALL REINFORCING IN PLACE. 7. PROVIDE CORNER BARS FOR ALL FOOTINGS. 8. ALL FOOTING DOWEL BARS SHALL HAVE A STANDARD 90 DEGREE BEND AND SHALL BE EMBEDDED 5 INCHES INTO -INCH FOOTINGS AND A MINIMUM OF 6 INCHES INTO ALL THE OTHERS. DOWEL BARS LAP VERTICAL WALL REINFORCEMENT A MINIMUM OF 25 INCITES. 9. GABLE ENDWALLS ADJACENT TO CATI IEDRAL CEILINGS ARE REQUIRED TO BE CONTINUOUS FROM FLOUR TO ROOF DIAPHRAGM. 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FELD LOCATE AA CHASE VtWY LOCATION 1 w/ Alt TRADE ■ ■ ■4 1■ ill Imo' SMM ■ IQ� NL F?I V H .. V H � Z O O w V A w a Ear � V � w W Z UNIT 2-1 UNIT 2- JUNIT-2-� 1- - 1 1 -.L l I i I I I 1 11.. I _-ll_L_ I I I I 1 1 - - - I. _l _ ] I I _. ❑ _ L . 1 11- U � O A U � w w H W W � A � O H 110/—Oa 4 00 � W O � " ilr N F `� r � M 00 tfff cz 5v � w W>W a A a V W a N A Q x Z M H H � Lz, J W ✓' W w u o �' x w o A N W M • • d. cv e• d" N 0 0 t I I I I 1 1 I I 1 1 Q I I I 1 i 1 I 1 1 I i f 1 1 1 i I f I -- --- --- -- --- --- -- --- - ---- ----------------------- ---- ---- - ____ _--- ---- --- ---- ---- - -- ---- ---- ---- ---- ---- ---- - ___ __ E E T I 1 e 1 7/-4a 4/— a 7i_ a i— a i_oa ROOFPLAN1 11 1 I I ' t 1 If I 1 I I I I 1 I 1 1 I I I 1 I I I I I I I I I ! I I ! I I ! 1 I I11 xIf 1 ' I ! 1 If i 1 � ! ! S I 1 1 I 1 1 11 9 0 r I 1 1 1 1 I 1 I 1 6 1 1 1 1 1 1 I 1 I I 1 1 I I 1 1 1 I I I 1 1 I I I I I I I I 1 I 1 I I 1 I I 1 1 1 I I I I I = I ! I 1 ! I I I I ! 1 I ! 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I 1 1 I1 e t I 1 , 1 1 1 It it I 1 I 6 I 91 0 !! 1 11 I 1 1 I 1 f I t I 1 I t 1 1 1 ! 1 I I I 1 1 1 I 1 1 1 1 I I 1 II 1 I 1 I I I I 1 1 I I 1 1 I 1 1 I I I I 1 1 1 t I 1 1 I 1 1 I I 11 1 1 1 I � i I 1 I 1 I I 1 I 1 I 1 t I I I 1 I I 1 I 1 I 1 1 I 1 I 1 1 1 1 1 9 1 1 It I 1 I I 1 1 I 1 I 1 1 I 1 1 I I I I I 1 I 1 I I I I I -}-----{----+----T I ( 1 I I I I I ( I ! �'--�---- I I -�----�-----�----+-----I-- 1 1 I II 11 1 I 1 I I 1 1 1 1 1 I 1 1 I I I 1 1 I 1 1 I 1 1 1 I 1 0 1 ! 1 I 1 I I I I I I I ! 1 1 o 1 1 1 I I I I I 1 1 1 1 I I 1 I 1 1 I 1 UST 2-1 UNIT 2-2 UMT 2-3 UNIT 2-4 - 3 BR AREA - -- 2 BIR AREA - - 2 AREA 3 IM AREA J - 1505 SF LIVING AWW 1202 SF LIVING ARD:.--- 1129 SF LIVING AREA: 1456 SF . �'� SF Q/.���-pc����R� GARAGE AWA* /� M SF _'�_q6/A�R; �✓,� .,�,�- LA i1 � , 115 SF l .�.. - _ __-_ - ill S ' 112 5F UNAI AREA. 125 SF' - ENTRY A .. - - Y 64 SF A' 43 SF ---EA - - ENTRY AREA: 75 SF twf WI'k IM SF; UNT TOTAL. _ORY 1603 SF i WT TOTAL. 1540 SF UNIT TOTAL- 1944 SF TONAL AMA UMM RW-. 7007 SF UNIT 2-11 T-4• I2`-OAF 5�-4�-- 9P_ ill J Zvi U w � z � � o � H a � U � o U w o � � w � � w w w A � � o w � A A II w M H H � ;w woo a pq o 0 dEE 6A LI I I I__ _ 2-1llygT 2-2 -2 BIR AREA lT 2-3 2 B AREA SF UNIT 2-4 3 BR AREA u1MNG AREA: 456 SF AMA -� • 1505 S LOG AKA: 12022 5F LPMG Aft - • --- - • 05 IF : -_ 111 SF __._ _____1129 G __- -- - ARK- 112 SF AREA; LANAI AREA: 125cSF 5F _ -- UNlT TOTAL 64F 1603 SF] - _L_ IA: _ . _ ___ ._ UtT TOTAL __--43 SF 1540 SF -ENVY AREA: UNIT TOTAL 1944 SF Tell: 1 5F MAL AMA LWO R : 7007 SIF UNIT 2-31 T-4' UNIT 2 - V W W � � V ® V W A � � W Z� A4 W .. � � W a � A i '. n� N tQ [UNIT JUNIT JUNIT 2-3 UNIT 2-� U-1 AL Va. -WS i J i'., '� h1 111 Ax AL IRM AW Air -v` simi i -`' " �,.- DM *, rew Wow AS "MB, N WE OF K gy ELEOW FM WM TO BACK MMCEAPM MA) MD SW BE ROB OR NM RIIAI IIIIR t� (DIII All 11111 .., DEONMAFCI W 000. n 00.0 � � rO, v O A W � � � A � O a ]EE 7 I I I I I - 1 I I 1- �I �I 'ALfYS$L1L:_?n'f•JYn'Jt'itr::ZSS:L:£iY4lr.:Y 3LL'#33e 250 REBAR LAP DISTANCE ------------------------- ------------------- 25' W, LAP 2r Wit LAP UE W i= WA- , s __ 1r-------•---------- ---- ------------------------ Al - = EPODtY SET j5 \ Ii = 7! 12 ', ` i IFr- I a�a. FnO1NrG B 1 ----------------------------------- 1 C.M.U. WAII I ` I . o II I II �• � Ell 9AW I I I I �R 30mm WIT SMM I I 1 ' IN/� i I e e ADM CONTINUITY OF FOOTING ------ WM'E SU O G)tllEDIAL REPAIR F®R DOWEL DETAIL MM"1wul Su " CORNER CONTINUITY & WALL REINFURCMENT % F®UND, WALL REIN, DETAIL S, ,) c 3/4 - 1 0 3/4' = 11-0' Wilt Ow VAL INN a Y FASDI wooF �►� r/ e� Mrs • r ac R-30 elAw/BATf N�Ju110N (ilel.) • 0� Or o� • �n s � ac �nic w�•x 1nP PtAt� 11T GYP. rMALL BOiARO ---- r- -. , 1/1' GYP. WALL BONID 00 • r:OA: • 2X4 S11NS 016' O t g 6 ill VAPOR BARM I 2k6 WAB EX NAM a p , IT: SECTION 11 VALLEY —SET ATTACHMENT 2X4 P.T. PLATE Od 10/t0 an WE: X NO& cX s SUM AS M ALI NX A AT== KM su B K 1 E RM M T r" IC L WALL SECTION t• lflq . LINTEL RATINGS LINTEL LENGT CLEAR SPAN LINTEL plf 2'-10' 1'-6• 1700 3'-6' 2'-2' 1700 4'-0' 2'-8' 900 4'-6' 3'-2' 900 5'-4' 4'-0' 900 5'-10' 4'-6' 900 6'-6' 5'-2 1200 7'-6' 6'-2' 800 8'-4' 7'-0' 650 9'-4' 8'-0' 450 10'-6' 9'-2' 350 11'-4' 10'-0' 450 12'-0' 10'-8' 400 12'-6' 11'-2' 350 13'-4' 12'-0' 350 14'-0' 12'-8' 350 14'-8' 13'-4' 350 17'-4' 16`-0' 470 19'-4' 18'-0' 500 TYPO IITIRIM NNN—BEARING WALL 3/4' = i'_v 2' IR LE 4'-0* MIN. 4'--0" MIN. 5 I HOUR FK RAU PLYW HAIN 5 I M MI RA1ED PLYM S1ME M 3 & #4 LAP SPLICE PRE-•ENGMEfAE0 WM 0 2,' QC. MA -- _ - F1IMI NZ WM VERIICN.1N.O W 0 24' QG 1 D �24LLA� OF 5 � ROOF SIEAIIOIG FELT FROM . y LAP SPLICE R- 30 81001 OR BAnS NSUAIIUI M -iff c�lCF111GwaN/ .,. 1010=0 1x4 PT I CEINlG X f IOI U--OUT R= N/ 15 :• : . t .. I I tXM11M10US REHAB •'. .. R f 1 HOUi YA901NtY WALL ' Simpson Strong-Tle .M� . 1 HOUR CUM WNl HETA20 \ U. RXU4 SIH1iC1UtAl NDFPE1CM EXCEPTION NQ I \' a A.C.I. ST, LO" BEND T0N+H010 SEPWB BY A CMLION 1•-l0R FK WME RAB WALL AS PROW N SEG 302.2 DETAIL SHED GY3 NT��IIR FIRE COMMON—WALLSECTION RER LAP & BENDING DETAILS 4' -0' U W 04 4 T r„ v F••� Q � o A � W � W � w � � w A z � a � A ao n � � A A"j � a o 5 0 -� w W w730.0 A r W O A W N M W >* Ac � cv C C I o i _ — — —- I 1 !II 11 1 1111 __ " I _ _ 1 1 1 1 I! I I — - — co N it. W�twow'll Mom wwwr. 0"13 Cr x ' 2" MONOLITHIC FDN• do 25" LA I/ot cr. au wn al 3/r P.T. flA W sm 4' me SUB m pi w/ U-10AO flu W. n v" BARKER `-tfll� N FOOArG 16" x 12" INTERIOR MONOLITHIC FDN. 3/4' - 1'-0' C ONV ��AM , 5TANPAPb HOOK ► 'I:1 71 I ►1 71 `1 m 15 1= CONC. SLAB 16 IIL VAPOR BARRER : U-* 16"x80 3/4' - 1'-0` NG ETA 5f� • } �t, rr �y '�� •1 +• •sr• � t�. � ti � T � Ilk •��+r.•/a'+" �r • r r �/+' •� r�"� / •.•r''���'�':; V'vf• •% • r p�r.•t � � rr►f �s b s��.�r ' :y�.. : '� {� t • �'�� ty!�t.r;•*y + t �.., r �• , ' � HooK� ONE STORY MASONRY WALL LOAD PATH 3/4' - 1'-T CA. F�QU PAP FOP _�POUf L-FT �;/ FT, UN��55 OOM6 pomA� 5 NOT F\�QUIp�b! rool,�,F m 'l1=II=11=.=11.11.11.11.11.11� -Jim Be I j 1'-4' 16" x 16" STEPDOWN 3/4' - 1'-T DETAIL SHEET U I� O � ~ � � N O � � A U � a W W U W Z O H tn 7. 1s7 a a c V o z a A � N e x C z O M H o M H w o � ►••� w F�'+ A � N W M N ct N pQ O O COMPONENTS AND CLADDING NOTEi ALL EXTERIOR DOORS & WINDOWS ASSEMBLIES SHALL SATISFY THE REQUIREMENTS IN FBC 2010. ALL CONNECTIONS TO BUILDING STRUCTURE SHALL HAVE THE CAPACITY TO WITHSTAND THE PRESSURES INDICATED IN THIS SCHEDULE. X-0' FROM THE BUILDING EDGE GOVERNS FOR ZONE 5. COMPONENTS AND CLADDING 140 Ult - ROOF NET UPLIFT SCHEDULE MAIN ROOF (NOMINAL) EFFECTIVE WIND AREA ROOF ZONE DECREES 10 SQ. FT. 20 SQ, FT, 50 SQ. FT. 100 SQ. FT. > 27 TO 45 1 +32.3/-35.3 PSF +31.4/-33.5 PSF +30.2/-31.1 PSF +29,3/-29,3 PSF TO 45 2 +32.3/-41.2 PSF +31.4/-39.4 PSF +30.2/-37.1 PSF +29,3/-35,3 PSF I) 27 TO 45 3 +32.3/-41.2 PSF +31.4/-39.4 PSF +30.2/-37.1 PSF +29.3/-35,3 PSF L. NOTE: ROOFING MATERIALS SHALL BE CONNECTED TO THE ROOF STRUCTURE TO RESIST UPLIFT INDICATED IN THE NET UPLIFT SCHEDULE. 3'--0® FROM THE BUILDING EDGE GOVERNS FOR ZONE 3. O2 4 ft. 5ft i � 4 ft. O 2 4 ft. 4 ft. O2 O O 4 ft. O2 O 2 4 ft. 3 O 2 4 ft. 5 ft. � � B O O O 4 ft. i 4 ft. 4 ft. O 4 ft. 5 ft. O O 5 ft. 4 ft.O ROOF NAILING SCHEDULE R803.2.3.1 SHEATHING FASTENING WOOD STRUCTURAL PANEL SHEATHING SHALL BE FASTENED TO ROOF FRAMING WITH 8d RING —SHANK NAILS AT 6" O.C. AT EDGES AND 6" O.C. AT INTERMEDIATE FRAMING. RING —SHANK NAILS SHALL HAVE THE FOLLOWING MINIMUM DIMENSIONS: 1. 0.113 INCH SHANK DIAMETER. 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER. 3. 16 TO 20 RINGS PER INCH. 4. 0.280 INCH FULL ROUND HEAD DIAMETER. 5. 2 INCH NAIL LENGTH. R905.2.7 UNDERLAYMENT APPLICATION FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL, AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE I OR II, ASTM D4869 TYPE I OR II, OR ASTM D6757 SHALL BE APPLIED IN THE FOLLOWING MANNER: 1. UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2 INCHES. 2. END LAPS SHALL BE OFFSET BY 6 FEET. 3. CORROSION RESISTANT FASTENERS ARE TO BE APPLIED ALONG THE OVERLAP AT A MINIMUM SPACING OF 36" ON CENTER. R905.2.4 ASPHALT SHINGLES ASPHALT SHINGLES SHALL COMPLY WITH ASTM D225 OR D3464. ASPHALT SHINGLES SHALL BE RATED FOR INDICATED WIND SPEED. R905.2.4 ASPHALT SHINGLE FASTENERS FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED, STAINLESS STEEL, ALUMINUM, OR COPPER ROOFING NAILS, MINIMUM 12 gage SHANK WITH A MINIMUM i INCH DIAMETER HEAD, ASTM F 16671 OF A LENGTT TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM OF INCH INTO THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN "INCHES THICK THE FASTENERS SLAA PENETRATE THROGH THE SHEATHING. FASTENERS SHALL COMPLY WITH ASTM F 1667. R905.2.6 ASPHALT SHINGLE ATTACHMENT ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY THE MANUFACTURER, BUT NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO PER INDIVIDUAL SHINGLE. V W � � O a � � � H a O � � � � V H O U � O A � � W W V � W A Z � A '�I w w N M W M p�q�s � V � 0 � pq 0rT� O h�