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HomeMy WebLinkAboutBuilding PlansRESPLANDOR 121 €; 1^Y �. LIE: SLR GI..CIR}A Juanita Ave 01,rtri�aCh C1 e ter JWnfln AvI��tEk� A = t;ryl8;r tTta1 a' ��re�°i��tr,<Aa=e I�it��*t"si11i`rlt � SherifthlNaza I w "xr €'3,' c 3 #..fit' -•-• g .. XAa4to S it � a A.vn 0 Ave AY6 0 Madison6 ALIBI'L , Sam 1arke1 Arita D I1 41 NOI r 13 E N /irP;(��te2020 WAV *10 Rl I MIR I I" 1101`01111011 PORT ST LUCIE PROPERTIES 2401 • MODEL• 11 1 r • 01:' DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE PROJECT NAME: PROPOSED AVANT RES. OCCUPANCY TYPE : R __ STREET ADDRESS : 4005 AVENUE T., FORT PIERCE FL 34947 CONSTRUCTION TYPB : V PERMIT NUMBER: CERTIFICATION STATEMENT: VE E TH THE APPLICABLE N E BEEN DESIGNED TO COMPLY WI i CERTIFY THAT TO THE THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HA STRUCTURAL POSITION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY THE ST LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASSUMPTIONSUSED: 7 1. FLORIDA BUILDING CODE: 2020 ' EDITION WITH: X SUPPLEMENTS AND ASCE 16 2. STRUCTURE DESIGNED AS : ENCLOSED : X PARTIALLY ENCLOSED: OPEN BUILDING: _ 3. RISK CATEGORY : 1 II X III IV EXPOSURE CATEGORY, B C X D _ 4. DESIGN WIND VELOCITY: 160 MPH 124 ASD NIA LRFD END ZONE WIDTH : — 5. MEAN ROOF HEIGHT. +1 1X-7" ROOF PITCH : 6112 PARAPET: N/A FT. r USED: PSF BASED ON 90 S . F = . 1 C MRH ND PRESSURES Q CO PONENTS & CLADDING WI @ ) 6. M r + - a, + + c + P ` , , + D" ZONE 1: ZONE 2: ZONE 3: + ZONE 4: ZONE 3. GARAGE: — - 1���4 - 4 - - .1$.%)- -_ - 7. DESIGN LOADS: FLOOR: 40 PSF ROOF / DEAD: 5 PSF ROOF/LIVE: _ 20 PSF BALCONY_ NSA PSF DOCK: NIA PSF DECK : NIA PSF STAIRS : NIA PSF FENCE: N/A PSF RAILING • N/A PLF / CONCENTRATED 8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE: YES —X NO (NOT APPLICABLE EXPLAIN WHY NOT) 9. IS A CONTINUOUS LOAD PATH PROVIDED: — X YES (NOT APPLICABLE EXPLAIN WHY NOT) YES EST REPORTS SUBMITTED . 2000 S SOIL T PRESSURE:PSF DESIGN SOIL BEARINGgg 10.t AS WITNESSED BY MY SEAL I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CEERTIFICATION IS TRU AND CORRECT, TO THE BEST OF MY KNOWLEDGE ! AND BELIEF. NAME: BOWDOIN G. HUTCHINSON, P.E. CERT. # & CO. CERT. AUTH. 70878 BENCHMARK ENGINEERING DESIGN FIRM: DATE ADDRESS: 806 DELANARE AVE. FORT PIERCE FLORIDA ju- 4005 AVENUE T. FT PIERCE, FL. 34947 P LAN ZDN- AN ID Fm N G I N E E R1 N uAwoh' BftT'w �,�''� • ' S E''-, j BEN 1G "HMARK EN0"%1NEE,..R1'1LN ' O �,�' (0 Z,0�. rr T •cr_= tO` •• �. ...... r..•• s aiti�� - LESS IOIA,AI�+°a4 4►nnmtW" PLANNING & DEVELOPMENT SERVICES DEPARTMENT ST LUCIE COUNTY, FLORIDA BUILDING & REGULATIONS DIVISION PRODUCT R EVIEW AFFIDAVIT BUILDING PERMIT NUMBER: OWNERS NAME : PROPOSED AVANT RES. APPLICANT: I s PRODUCT OPENING PRODUCT RATED MANUFACTURER MODEL NUMBER PRODUCT GLASS TYPE METHOD OF ATTACHMENT DESIGN PRESSURES DESIGN PRESSURES APPROVAL NUMBER x, k 7 r4 s Q, .a' WINDOWS SEE ELEVATIONS + / - 55.0 MI WINDOWS & DOORS 185 SH FL # 17499.1 IMPACT 3/1s° X 1-1t4" MIN. EMBED TAPCONS AT 2^ r 1 s^ o.C. WINDOWS SEE ELEVATIONS _ +50 / - 63.0 _ _ MI WINDOWS & IDOORS 185 PW FL # 15349.5 IMPACT 3116" x 1-1/4" MIN. EMBED TAPCONS AT 3" / 14'° O.C. MULLIONS N/A N/A N/A N/A N/A N/A N/A 777 BLOCK GLASS N/A N/A N/A N/A N/A N/A N/A SKYLIGHTS N/A N/A N/A N/A N/A N/A NIA r t X fir' :J•l SLIDING GLASS DOORS SEE ELEVATIONS +/- 55.0 MI WINDOWS & DOORS 120/130/140 SGD FL # 22401.3 IMPACT (2 R�APCONSAT 6" / 16" O.C. SWING TYPE DOORS SEE ELEVATIONS +/- 50 rHERMA-TRU SMOOTH STAR FL # 20468.3 N/A 1/4° x 1-1/4" MIN. EMBED TAPCONS AT 6" / 14" O.C. FRENCH DOORS N/A GARAGE DOORS SEE ELEVATIONS + 55 / - 64 DAB 73W6 NOA # 2 0-10�5,1-' N/A 5116" X 1-(O MIN, EMBED LAG SCREWS ONE PER BRACKET HURRICANE PROTECTION N/A N/A N/A NIA N/A NIA N/A ROOF VENTILATION -80.7 -180 TAMCO-COOL RIDGE CM-18531 FL#4103.1 N/A FASTEN USING MIN. 0.125" SHANK DIA. MIN. 0.410" DIA. HEAD, MIN. 2.52"LONG RESISTANT ROOFINGNAILS SPACED 24"O R SION ID GE SLOT ONTO SHEATHING. O.C. ON EITHER SIDE OF THE RID APPLY DIRECTLY TO THE ROOF DECK. DO NOTAPPLY UNDERLAYMENT N/A N/A SOPREMA, INC. RESISTO LB1236 FL# 2569.1 NIA .AMDEOWEST POINTOFTHE TO FDECKWHEREHINGLES OR HERROO.OVERL OVERLAP SEAMSARTAT ROOF DECK WHERE POSSIBLE. OVERLAP SEAMS 3" MIN. AMD ENDLAPS 3" MIN. PEAL HALF OF THE BACKING OFF THE ROLLAND APPLY FIRM, EVEN PRESSURE FROM THE CENTER TO THE EDGES. REMOVE THE BACKING FROM THE REMAINING HALF OF THE ROLLAND APPLY PRESSURE. 777777 FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, ROOFING MATERIALS too I4p 194 Yla� `'4m OWENS CORNING ARCH. ASPHALT SHINGLE FL 10674.1 N/A ALUMINUM LU IN 18INAILS, MINIMUM 12GAUSTAINLESS0.105I CH(3MUMORCO WITH PER ROOFING 12 GAUGE (0.1051NCH (3MM) SHANK WITH A MINIMUM 3l61NCH (10MM) DIAMETER HEAD, ASTM F 1667, OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM 3/41NCH (19MM) INTO 1 HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, AND HAVE APPROVED THEIR USE IN THIS THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN 3/4 INCH (1 9MM) THICK, THE FASTENERS SHALL PENETRATE THROUGH THE STRUCTURE TO PROVIDE ADEQUATE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. SHEATHING FASTENERS SHALL COMPLY WITH ASTM F 1667 (6 PER SHINGLE) NAME: BOWDOIN G HUTCHINSON, P.E. SIGNATURE: ON PLAN DESIGN PROFESSIONAL: BENCHMARK ENGINEERING CERTIFICATION NO. 70878 10 4 iZ 14 • L • "_ VER'FY .ALL. DIMENSIONS CONDITIONS T SHAL , R SUBCONTRACTOR, SUPPLIER EC 1 THE CONTRACTOR, U AT JOB SITE, PLANS, SPECIFICATIONS, ECT. 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. ALL WRITTEN DIMENSION HESE DRAWINGS TAK PRECEDENXC'OVE-R SCALED D1 ONS. 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (F13C)2020 FBG 2020 RESIDENTIAL, FBC2020 PLUMBING CODE, FBC 2020MECHANICAL CODE, FBC2020 ENERGY CONSERVATION, AND THE NEC (NFPA 70) 2017W1TION. _ 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 301. ENERGY CONSERVATION NOTES 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDf N:G CODE ENERGY CONSERVATION RESIDENTIAL. 2) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO UNC-ONDITIONED SPACES SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES, A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED TO PREP"ENT LOOSE FILL FROM SPILLING INTO THE LIVING SPACE. 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT,AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH R402A.4. 4) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAJE AN AIR I INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FT, AND SWINGING DOORS NO MORE: THAN 0.5 CFM PER SQUARE FTAND MUST BE TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3. 5) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION R401I.3. ELECTRICAL NOTES 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 701201715DITION. ) 2)-AVINIMUM OF % OF THE LAMPS IN PERMANE STA LC ED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS OR A MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 4) SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP - ARC FAULT CIRCUDT 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 6) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FORALL CIRCUITED SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. 7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR. ALL 125-VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITw HENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. 1) INTERIOR TO BE.'/2' DRYWALL FINISH. 2) ALL INTERIOR GYPSUM BOARD TO BE MIN. ''/," THICK WITH (13 GAGE, 1 3/8" LONG, 19/64" HEAD; 0.098" DIAMETER, 1 '/" LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 1 5/8" LONG, 5/64" HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER, 1 5/8" LON'3, 9/32" HEAD) SPACED AT 7" Q.C. FOR NAILS AND 12" (D.C. FOR SCREWS, 3) WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR C 1278 AND INSTALLED IN ACCORDANCE WITH MAN UFACTURF_RS' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702A.2), 4) WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 5) WALL. AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200, 6) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOOF;S SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE C ENTINIETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE: OF THE ROOF DECK OR ;: ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRI'", SE , 316. G P FRC 7 1 t 7 PER C 02.2. ALL GYPSUM BOARD MATERIALS L CONFORM TO MA _.RIA AND ACCESSORIES SHAL CO O ) LS ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 100:-', C 1047, G', 1177, C 1178, C 1278, C 1395, C 139&i OR C 1658 AND SHALL BE INS LALLED IN ACCORDANCE WITH THE PROVISIONS OF FRG, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 ' O 8 INSULATION MATERIALS '>,AP R RETARDERS OR VAPOR INCLUDING FACINGS SUCH AS ING/ ASSEMBLIES, ROOF -CEILING PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING _IL � ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND AIJ TICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WI -H ASTM E 84 OR UL 723. I ._.., STRUCTURAL NOTES 1 DESIGN LOADS IN ACCORDANCE WITH AS 7-1 CE 6 2 OIL RING C 2000 PSF /MIN. ) 1 ) 3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS; ,VERTICAL CELLS, AND COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000, PST COMPRESSIVE STRENGTH AT 28 DAYS. 4) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR S12ES & STEEL REQUIREMENTS. 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3"BEAMS:1 %2'SUSPENDED SLABS: 1 1/2" 6) LAP ALL REINFORCING STEEL MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. 7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS NOT PERMITED. 9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICES 10) UNLESS OTHERWISE NOTED, FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND NAILED WITH 10d OR BETT ER NAILS 6" O.C. EDGES AND 6" O.C. INTERIOR DRYWALL IS TO BE , " G AND 0.131 DIA. W I A L SCREWS 1.5 LON FIELD OR SORE ED W TH DRYW L 11) LINTELS SHALL HAVE A MINIMUM 4" BEARING. 12) PROVIDE # 5 CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAM. 13) EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 3/8" 0 HEAD @ 6" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19/32" CDX PLYWOOD WITH 10D NAILS TO STUDS @ 6" O.C. PERIMETER AND FIELD. 14) BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS (2) OR MORE PLIES UNLESS NOTED. U!"." f`lu o0 9100-1 '106 at L 9 am uj Mill ucie County I mum Ad Ahk, %J St perm�ttln9 c� w °- Z Of w IJ o LLI W Z W Z W Z U 00 Z W ~ ti 00 Q Z d Z_ Lij U O m m Q ® � � W t7_ Q = ® U Z Q d- N Z W 4 ® O F_ Z m (1) m Q � ¢ QL. ® < (5O IZ rY to Z J � o O a o m Ca � U f PLAN SHEET INDEX COVER SHEET 1 SHEET 2 FLOOR PLAN SHEET 3 ELEVATIONS SHEET 4 ELEVATIONS SHEET 5 ELECTRICAL SHEET 6 FOUNDATION SHEET 7 BLOCK & TIE BEAM SHEET 8 HVAC & PLUMB. SHEET 9 TRUSS LAYOUT SHEET 10 DETAILS SHEET 11 DETAILS SHEET 12 N/A PLAN SHEET INDEX i ti N M 55'-8" 33'-0" 22'-8" SH-25 / EGRESS m NJ joi■ ■ ■ FLOOR PLAN 10'_4" SCALE: 1 /4" = 1'-0" AREA TABULATION OCCUPIED A/C AREA: 2213.0 SQ. FT. GARAGE: 429.0 SQ. FT. ENTRY: 58.0 SQ. FT. COVERED PORCH: 245.0 SQ. FT. TOTAL FOOTPRINT: 2945.0 SQ. FT. 10'-0" SH�-25 SHO25 ■ <■ ■ ■ ■-- — — — — — ■ EGRE,$S EGRESS ■ 0 4,-4„ r — — L0 I siTrINGAREA I � ■ I I � I � ■ I r 1 N � I MASTER SUITE 8'-1" FLAT CEILING 9'-1" COFFER CEILING I I I I I co N 23'-0" 1,4„ 9,_8„ 1, 4„ ■ ■ -PRECAST LINTELS- _ - ■ ■ 16" x 8" BLOCK COLUMN CD 13'-5" COVERED PORCH iv 10'-1" FLAT CEILING fV I (V O ■ 8080 / SGD / TEMP. 3-1/2° STEP 13'-10" 2'-0" 13'-0" LIVING ROOM 5' ao 3'-6" 3'-10" N 10-1" FLAT CEILING iv 5'-4Y2" T-6'/i' ca w N W.I.C. LL w 22-1/2" X 36" MINIMUM dd ATTIC ACCESS K tl LL W.1.C. m N .- _ T N r N ■ o ul I Ix co 1'-8—Yz" i 7tin 2868 III w F_ N 0w M BEDROOM # 3 8'-1" FLAT CEILING -v 6'-10%" T-5Y4" T-7'/4" 3'-5'/4" o /L CLOSET 6� �;� c iV "v 4068BF �`�� T4 '/2' 6'-10%.' -v W.I.C. T-4" HALL 00 N ROD & SHELF i- 3'-5" w � TUB/SHOWER o Z r - I (V 2868 5'-1 Y4" 1'-9'/s" SH-25 ( EGRESS ■ W-9'/4" BEDROOM # 4 ■' 8'-1" FLAT CEILING N T-2" 3'-5%" C/L CLOSET ■ 50686E ROD & SHELF ROD & SHELF 5068BF 3'-5y , CIL CLOSET T-2„ m cm BEDROOM # 2 8'-1" FLAT CEILING U) w BATH w 0 WC 48" VANITY uo 10'-7" r 8 95-1/2" WALL 3468 10'-1" INT. BEARING WALL & HEADER T-2'/" T-4" 10'-10'/2' 21'-43/:' = O U) ' O � JQ'�g OgP y\ O 0 I 6. W KITCHEN z 10'-1" FLAT CEILING o , I ,w , LL' , z P� �J a MASTER Z N BATHJ° 22'-5" it '-62/" H/B o FOYER 10-1" FLAT CEILING 42" H GH WALLS 42" HIGH WALLS ■ TILED 'fT <- w/ C.M. SILL & TEMP, ap 1'-7� " CD pp �O SHOWER \O/ GLASS ENCLOSURE C V N TRANSOM D1 r D O / N = WC U) ■ ■ ■ I♦ 3 3'/4" d o = (-`-- ■ 6068 w/ TRA OM ABOVE ■ (—� 3-112" STEP ■ ■ ■ ■ 72" X 42" iq TUB ■ ■ ■ I I N ■ ■ T-10" ■ . SH-24 TEMP. ■ iv N -ce') d I ENTRY 11'-4" FLAT CEILING m I OI E `- o ■L - - �■ PRECAST LINTELS ■ 12" SQUARE CMU COLUMNS 12 7'-4" 12" 3'-6" L T-4" T-6" 8'-6" 14'4" 9,-4" 6'-0" 8'-7" DINING ROOM 10-1" FLAT CEILING q TRANSOM TRANSOM C1 B1 1 ■. SH-25 WITH SH-25 WITH TRANSOM ABOVE TRANSOM ABOVE 13'-2" 55'-8" 6 n FAMILY ROOM 10'-1" FLAT CEILING r; in r 42" HIGH COUNTER UTILITY SLAB „ 1 III:EO 9'-0'/e 10'-1" INT. BEARING WALL ;.ors UTILITY ROOM X 8'-1" FLAT CEILING `? LL 1 /'Y 2�s colJ x WASHER DRYER M LOCATION LOCA ION ■ VTR \ 3-112" STEP U L U71L. O O 'I O N SINK � is 9-1Y4" a Z w � F- 2'-7„- O ��. '---'-I W.H.w/DRIP PAN O� �OQ Q• U) U & DRAIN LINE LL w _j- LL ow< PROTECTION POST �. � Z_ o N a Z �2 co J 1 Q IN�J i N w 2"CURB BEYOND WALL _ _ _ _ _ : , ; . ELECT. METER (TYPICAL) I 00 N w J w INSULATE WALL w/ R-11 F/G BATT ";' GEN. OUTLET 00 N 0 m M o `C o tV zo M N GARAGE 8'-1" FLAT CEILING A.F.F. ------------------------------------------------- 1670 / OHGD ( PORT ST LUCIE PROPERTIES COPYRIGHT 2020 CAMBRIDGE MODEL 4 a- PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) HETA 20 HURRICANE ANCHORS EMBEDDED 4" INTO BEAM FOR TRUSSES (PER CONN. SCHEDULE) FIBERGLASS SHINGLE ROOF PEEL & STICK UNDERLAYMENT CONT AOUMN. MTL DRIP OVER (PT) 1 X 2 2" X 6" PRE -PRIMED SPRUCE FASCIAi+ VENTED STUCCO SOFFIT (SEE DETAIL)e'r: STUCCO FINISH VERTICAL REBAR TIED TO DOWEL & RUNNING INTO BEAM BLOCK.ie IN 3000 PSI CONC. �JI= VERTICAL DOWELS �'?►• w/ 30" LAP SPLICE A_ l .,. FROM FOOTER I` SEE FOUNDATION PLAN) Iilj FOR SIZE & SPACING " 0'-0" TOP OF SLAB+_+ GRADE ....4" 4 _,,a �--- R-30 INSULATION 1/2" DRYWALL @ CEILING (TYPICAL) PROVIDE 2 CORSES OF 8" X 8" BEAM BLK. W/ (1) # 5 BAR IN 3000 PSI CONCRETE EACH FILLED CELL -8" PRECAST LINTELS W/ (1) # 5 BAR FOR ALL p DOOR AND WINDOW OPENINGS u_ & FILLED W/ 3000 PSI CONCRETE � o 1"X 2" P.T. FURRING STRIPS @ 16" O.C. WITH FI-FOIL Z CO LL -INSULATION 1/2" DRYWALL Of (TYPICAL) u- 8" CONCRETE BLOCKS WOOD BASE BOARDS 4" CONC. SLAB (MIN. 2500 PSI) w/ 6 X 6 10/10 WWM OR FIBERMESH . . Via. TYPICAL WALL SECTION (CONCRETE BLOCK / LINTEL U-BLOCK CONSTRUCTION) NO SCALE SOFFIT DETAIL NO SCALE 2" X 6" PRIMED & PAINTED R/S SPRUCE VENTED SOFFIT 3" X 22" SCREENED VENTS 5, 72" O.C. ;TUCCO OVER WIRE LATH wl 11ga. 2" NAILS WITH 3/8" HEAD DIA. AT 6" O.C. OVER 3/8" RIB LATH @ 6" O.C. WITH (2 LAYERS OF 15 # FELT OVER EACH FRAMING MEMBER) REVISION REVISION O z !� m v w � v OTC/ ' 7U•. � � � ems: ESS10� ENGINEER BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 U) Wry .�Cv M �- a C5' I— W Z Z O W � w LL Q W Lo � O W O 61.. uj x O �ELW 0- 11 V, co 0 M W Q � li li O LL U J UJ U ry o U) U) o� SHEET FLOOR PLAN PAGE MODEL CAMBRIDGE 4 CUST. DRAWN MARK MONTALTO JR DATE 10/29/2020 SCALE AS NOTED SHEET NO. 02 OF 11 SHEETS I BRG, HT. 8'-l" r +/- 19'-3" TO RIDGE M.R.H. +/- 13'-7'a BRG. HT. ll'-l" SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" 1 ZI WE A�l [OPENINGD• ENING I.D. • F.F.E. 0'-0" CALCULATE ATTIC VENTILATION CEILING = 2945 SQUARE FEET 2945 / 300 = 9.82 REQUIRED VENTILATION 279.42 LINEAR FEET OF 6" X 22" VENTS (,) 72" O.C. = 29.3333 SQ. FT. / 2 = 31.79 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 31.79 SQUARE FEET > 9.82 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6" X 22" SOFFIT VENTS Cad 72" ON CENTEi_R REQUIRED VENTING IN THE UPPER PQRTION OF THE ATTIC 40 - 50 % OF REQUIRED VENTING AS PER FRC 806.2 EX #2 9.82 X 40% = 3.928 SQ. FT. OF RIDGE VENT 9.82 X 50% = 4.91 SQ. FT. OF RIDGE VENT RIDGE VENT 26 LINEAR FEET OF COOL RIDGE VENT (18SQ. IN./FT.) = 3.74 S.F. OF RIDGE VENT PROVIDE 26 LF OF RIDGE VENT FILE REVISION REVISION z W ui O ��\HtNItN4l al!! Hu G. .,ter ' Qz vp IL ENGINEER BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 Lu d' 00 .® M M 1.� 11W Q ry 0 Li- C) �'"� L.l.. J LJJ C) o CL m vi U) C.. 0 0 LZ SHEET ELEVATIONS PAGE MODEL CAMBRIDGE 4 CUST. DRAWN MARK MONTALTO JR DATE 10/29/2020 SCALE AS NOTED SHEET NO. 0 OF 11 SHEETS REVISION !� REVISION z m W Y. 0`a`�y���staupiu� 's 78 �. 10 LF RIDGE VENT n C� 12 NA 12 6 ENGINEER BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 BRG. HT. 1a'-1" BRG. HT.10'-l" —__-- _ —_ —_ _�_�_ -- BRG. HT. 8'-l" BRG. HT. 8'-l" ^ _ _ DEFLECTION — - — - — — DEFLECTION N ui co o 0 L�j W rco z O W F.F.E.0-0,, < z —I F.F.E. 0,_ a., - — > L / E. w U) OPENING I.D. OPENING I.D. OPENING I.D. OPENING I•` • OPENING I.D. [�F-NiNGLD. P NING I.D. (HIDDEN) AZE.E C5 W xAIIE A4,E 21 L'-�FL W A 0�_.. SCALE :1/4" = l'-0" vi d' DD �" d7 ct' N M U.0 Q ClIf LL LLI 12 U 6� 1L V � 6 14 LF RIDGE VENT D1 1 12 6 1212 c �J 6 BRG. HT. 10'-1" BRG. HT_8'-l" J BAG. H-�. 8°-1" ° — - --- - V) CL OPENING LD.50 Q, �— 11 N F.F.E. 00„ F F.E. 0'-0" - _- - _ - o OPENING I.D. OPENING I.D.1 OPENING ID. P O L !" _-- ..�. EZIZ,EI SHEET SCALE : 1 /4'° = 1'-0" Z. ELEVATIONS PAGE MODEL CAMBRIDGE 4 CUST. DRAWN MARK MONTALTO JR DATE 12/17/2020 SCALE AS NOTED SHEET NO. 04 OF 11 SHEETS REVISION REVISION z m W Y a Ci = +�+ililll III11I11j�� Y Y �C, 70� 2 f . S��� OF Eft` "°I�I��R BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. AEG. # 70878 tioTo off` o ■ - ■ ` \ a ■ \ ■ t ■ / ■ SD / " SD / ■ + SD/CCY 1 4J SD U5 d- W M \ n/ G� U LL i 0 E- W � cs� -� z Do � Q z W tio2, we Wu N 00 M ■ > W D - 0 LSO ■' �' ■' a ■' ■ ■ PRECAST LINTELS ■ ■ - - - - - - - - - ■ EL .� ELECTRICAL NOTES ♦ ..-- i '` � DISC.-�-��-,.� .��,.. ■ l "f`� CTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2017EDITION. LL \ , 220V Z) A MINIMUM OF % OF THE LAMPS PER RMAIVENT `� AL D LIGHT G FIXTURES SHALL BE ey i� �°`� HIGH-EFFACY LAMPS OR A MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES ♦* SHALL CONTAIN ONLY HIGH LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED \ / �A ■ TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND e \ ' ' j UNCONDITIONED SPACES. ■' \ ( i w� I � ; �E UTILITY SLAB 4)SMOKE DETECTORS TO BE 110V W1 BATTERY BACK UP -ARC FAULT CIRCUIT ■ \ ",% �,S�gP�' / ■ 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL ■ ■ ♦ oJ� 5Q0 , I,i� 1 SMOKE DETECTORS IN THE RESIDENCE ■ \ ���� / `�` 6) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, \ ' n $'b ` ' \ ES, DENS, BEDROOMS, SUNROOM ROOMS, CLOSETS, HALLWADINING ROOMS, LIVING YS, OR SIMILAR ROOMSMS, PARLORS, PER FBC AND NEC REQUIREMENTS. RECREATION ui co 7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT, SINGLE-PHASE 15 ■ I I I / , 220V , w I \ AND 20 AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, d. ,, �., ■ OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. M z ' \ '� 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. ry Q 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. �] �1 L — — _ — — — J € % - " ' - ` ' / 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. Iy LL W oD O N W \ J cos`; �� .r■� ■ � LL. 69 ATTICACCESS ; / 1 a v GFI P� WK) .o U SJQ INK W w ■' \ / / SD PROTECTION POST' I- - - - - - I PROTECTION POST 1 I S D/CO � \ U o 0 11 o U ' 3 # 3/0 IN 2" C ELECT. SERVICE �, ELECT, METER R. _ --- GEN. OUTLET r n V GA / GFI + "EP" n / \ / \ ■ 220 120/240V ■ �1 \ 1� 200A I ® / MBR MLO O — ---------- a a ■■"■ a ■' In ■/ ■ y�I,y ■ ■ ■ }�lr ■ ■ - ■ ■:_ WP/ FI I I 3 # 3/0, # 6, 2" C �,�`� ■ `� # 4 CU GROUND TIED ono ■ ■ ■ • • I I TO BUILDING STEEL, CWP AND DRIVEN --------_-�� GROUND ROUND a PRECAST LINTELS . ■ i ■' SHEET ELECTRICAL PAGE MODEL CAMBRIDGE 4 CUST. DRAWN MARK MONTALTO JR DATE OPTION - "A" 12/11/2020 ELECTRICAL RISER / DIST. SCALE AS NOTED NOTE: USE ALL COPPER WIRE SHEET NO. NO SCALE ELECTRICAL PLAN- 05 SCALE: 1 /4" = 1'-0" 0F 11 SHEETS ELECTRICAL SYMBOL LEGEND SWITCH � THERMOSTAT 0 GFI OUTLET 3-WAY SWITCH �s SD/CO DETECTOR SD GFI 4-WAY SWITCH �4 EXHAUST FAN ® FLUORESCENT LIGHT DIMMER SWITCH �p DOOR CHIMES � PUSH BUTTON � ALARM PAD o GARAGE DOOR OPENER WP-GFI OUTLET wP� I SERVICE PANEL 110V OUTLET � SERVICE METER CEILING FAN 220V OUTLET � LIGHT FIXTURE \/ 4-PLEX OUTLET � WALL MOUNTED }� O SWITCHED OUTLET +� LIGHT FIXTURE SPECIAL PURPOSE � LIGHT FIXTURE w/PULL SWITCH � 1 \PJ CEILING FAN w/LIGHT JUNCTION BOX 0 RECESSED LIGHT A/C DISCONNECT �' VAPOR PROOF PHONE OUTLET T RECESSED LIGHT N OUTLET � FLOOD LIGHT FLOOR OUTLET DISK LIGHT SCONCE PREWIRE � NOTE TO BUILDER: ALL BEDROOM OUTLETS MUST BE ARC FAULT PROTECTION OUTLETS PER NEC 210-12(b) SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NFPA 72 ELECTRICAL LOAD CALCULATIONS PER NEC 1 2213 SQ. FT. AT 3 VOLT-AMPERES (GENERAL LIGHTING) 6639 VA 2 (2) 20 AMP APPLIANCE CIRCUITS 3000 3 LAUNDRY CIRCUIT 1500 4 DRYER 5000 5 RANGE 12000 6 WATER HEATER 4500 7 DISHWASHER 1200 8 REFRIGERATOR 1200 9 IRRIGATION PUMP OPTION 1800 10 MISC. 5000 TOTAL: 41839 VA FIRST 10 KW @ 100% REMAINDER (p7 40% TOTAL: A/C HEAT Ca)_ 100% TOTAL: 32735.E 136.4 AMPS USE 200 AMP SERVICE. 240 10000 12735.E 22735.E 10000 32735,E VA BEND # 5 BAR INTO SLAB - it-+---- #5 REBAR O M 411 CONCRETE SLAB F. FLOOR FINISH GRADE _III:_III_III_111_!!11_ ��il�COVER CONTINUOUS, �BEARINGFOOTING Fl SC #5 REBAR Z_ I� 7-5/8" CURB O M CONCRETE SLAB 4" ,�1 FINISH GRADE _ i° ►'t _111m; _III_III_�. 6111=111_I ONE —so —III- (2) # 5 REBAR 12 CONTINUOUS INTERIOR NON—BRG. FTG. F2 SCALE: 1/2" = 1'-0" • • A • .anr _IIIBI 111151116 i1111-w-.m 111- I_IIII_I==111-111 I.u�cmdllll8iiil III_111_III_ — s • _III_III_III i l 411 CURB SECTION � �.s SCALE. 1 /2 = 1 -0 # 5 REBAR WITH 30" MIN. LAP SPLICE GRADE # 5 VERT. REBAR IN (3000 PSI) CONCRETE FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) r 8" X 8" FHA BLOCK WITH (1) # 5 BAR CONTINUOUS STUCCO FINISH 8" X 8" X 16" CONCRETE BLOCK (MASONRY) ALL CELLS FILLED WITH (3000 PSI) CONCRETE FINISH GRADE ( "SEE ELEVATION PLAN") (2500 PSI) CONCRETE SPREAD FOOTING (2) # 5 BARS CONTINUOUS TYPICAL STEM WALL FOOTING DETAIL SCALE: 1/2" = V-0" #5C( 4" THICK Cl w/6"X6"1i ( L C # 5 REBAR WITH 30" MIN. LAP SPLICE # 5 VERT. REBAR IN (3000 PSI) CONCRETE FILLED CELL, (SEE FOUNDATION PLAN FOR LOCATIONS) STUCCO FINISH 8" X 8" FHA BLOCK WITH (1) # 5 BAR CONTINUOUS 8" X 8" X 16" CONCRETE BLOCK (MASONRY) ALL CELLS FILLED WITH (3000 PSI) CONCRETE FINISH GRADE (2500 PSI) CONCRETE SPREAD FOOTING (2) # 5 BARS CONTINUOUS TYPICAL STEM WALL FOOTING DETAIL SCALE: 1/2" = V-0" • �' • I. i am SCALE: 1 /4" = 1'-0" it-+-#5 REBAR O M CONCRETE SLAB ff rrwmlvdul�lll� BII_ 9 (2) # 5 MINIMUM CONTINU 16" �4'1 3" COVER MIMIMUM. F6 EXTERIOR STEP SCALE: 1/2 - 1 -0 #5 REBAR II CURB ECESS @ SHOWER VARIES FINISH FLOOR 4" c) _ - - a o i — — — —"1. _ o, . 8n (2) # 5 MINIMUM CONTINUOUS, 16" 3" COVER MIMIMUM. SHOWER/CURB/RECESS SECTION SCALE: 1/2" = V-0" CONCRETE SLAB FINISH FLOOR (2) # 5 REBAR CONTINUOUS 3" MINIMUM CONC. COVER F4 INTERIOR BRIG. FTG. (NO STEP) SCALE. 1 /2 = 1 -0 FINISHED F NCRETE SLAB F5 INTERIOR, BRIG. FTG. (STEP) SCALE: 1/2 = 1 -0 F_-z REVISION REVISION Z or0 W Y V IL csi 1111111111I11 (� G: c S Q �w BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 I*,-- VJ � �W/ < / 1 1 I.L. Q O i- W _ Z ZpW Q WLL.W ©C QWu) C� �n�0 WoWx t/) O qtEW Q_ F- w/ p 0.. u- w / W It 00 V) M W Q QN olL 0 QLL ry W U 0 J W c/) 0 ry o D J � J 120 v J CL vJ ON iL SHEET FOUNDATION PAGE MODEL CAMBRIDGE 4 CUST. DRAWN MARK MONTALTO JR DATE 12/11 /2020 SCALE AS NOTED SHEET NO. 06 OF 1 1 SHEETS F;9.yr c-.tch Legend-,� 8'-1 " BRG. HT. 1 0'-1 " BRG. HT ll'-l" BRG. HT v 1 7 6-10" BRG. HT m TRUSS CONNECTOR SCHEDULE TRUSS ID 1 BEARING POINT TRUSS ACTUAL CONNECTOR CONNECTOR FASTENERS NOTES UPLIFT ID UPLIFT DESIGN NOTE: FOR MISSED TRUSS CONNECTORS AT BLOCK WALLS WITH 1115 # UPLIFT OR LESS, PROVIDE "SIMPSON" HTSM WITH (4) 1/4" X 1-3/4" TITEN, AND (10) 1 Od. FOR MISSED TRUSS CONNECTORS FOR TRUSSES WITH 1175 # UPLIFT OR MORE, CONSULT ENGINEER FOR ADDITIONAL TRUSS CONNECTOR OPTIONS 10 VALLEY TRUSSES MAY BE ATTACHED WITH SIMPSON VTCR wl (4) # 9SD X 2-112- TO SUPPORTING TRUSS AND (3) # 9 SD X 1-112- TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX. NOTE: ALL STRAPPING TO BE SIMPSON STRONG -TIERS SPECIFIED. FILE REVISION REVISION z w Lu 0 w t'llillillill/l/ w u T N n- ENGINEER BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 U) ui ry co < L) I 0 C) w ry (o Z D 0 < z luji 0� > w L.L > LLJ D < 0� W U) C:) c) W 0- x 0 't E-L Ui cL ry 0 M u- Alp ^ vi w IRt 00 0') NT cy') 0 0 i u- LLj c) (:L :D W F- (/) F- 0 0- .J n U) u c:) U. SHEET TRUSS LAYOUT PAGE MODEL CAMBRIDGE 4 CUST DRAWN MARK MONTALTO JR DATE 12/11/2020 SCALE AS NOTED SHEET NO. 09 OF 11 SHEETS I/16" X 3" TAPCONS @ 12" O.C. (TYPICAL) PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) SIMPSON STRAP PER SCH. ZEXTERIOR CEILING TO BE CV — 1/2" X 5-1/2" REDHEADS w/ 2" DIA. X 1/8" WASHER W STUCCO OVER WIRELATH CONT. GALV. MTL DRIP (TYPICAL} OVER (PT) 1 X 2 �� w/ 11 GA. 2" NAILS w/ 3/8" DIA. CL HEAD @ 6" O.C. OVER 3/8" METAL RIB LATH @ 6" O 2" X 6" RS SPRUCE FASCIA O.C. wl (2 LAYERS OF 15 # 0 FELT OVER EACH 0 8" PRECAST LINTELS FRAMING MEMBER ' SOFFIT PER DETAIL ) 0 N W/ (1) # 5 BAR FILLED 0 2" X 6" (PT) OR 2" X 8" (PT) BUCK (TYPICAL) W/ 3000 PSI CONCRETE TEXTURED STUCCO FINISH VERTICAL REBAR TIED TO DOWEL O &RUNNING INTO BEAM BLOCK —TEXTURED STUCCO FINISH IN 3000 PSI CONC. (\I GARAGE FINISH FLOOR (2) w5 30" LTAPP SPucE 16" X 8" CONCRETE BLOCK COLUMN FROM FOOTER PER PLANS lit CONCRETE SLAB C SEE FOUNDATION PLAN 1 '' PER FOUNDATION PLAN FOR SIZE & SPACING ) GARAGE DOOR JAMB ATTACHMENT TO CBS WALL NO SCALE FOOTING F-1 (16-0- X 8'-0" & 9'-0" X 8'-0" GARAGE DOORS)D. 1. JAMBS: 2" X 6" OR 2" X 8" P.T. w/ 3/8" X 5-1/2" EMBED. TITEN HD w/ MIN. 2" DIA. X 1/8" WASHER. (TYPICAL) 2. HEAD: 2" X 6" OR 2" X 8" P.T. w/ 3/16" X 3" PORCH POST DETAIL_ TAPCONS AT 12" O.C. [NOTE: SEE TYPICAL WALL SECTION FOR MORE INFORMATION 3. TORSION SPRING BLOCKING 2" X 6" P.T. w/ (4) 3/16" X 3" NO SCALE TAPCONS w/ 5/8" WASHERS. (STAGGER GRAIN) MATT IAIC•111 ATI/°AI TRUSS BOTTOM CHORD 1/2" DRYWALL CEILING 2" X 4" TOP PLATE OR 1-1/2" X 3-5/8" METAL RUNNER 2" X 4" WOOD FRAMING @ 24" O.C. OR 1-1/2" X 3-5/8" METAL STUDS 1/2" DRYWALL BOTH SIDES (TYPICAL ALL WALLS INCLUDING GARAGE) 2" X 4" BOTTOM PLAT OR 1-1/2" X 3-5/8" METAL RUNNER w/ TAPCONS OR CUT NAILS @ 2'-0" O.C. (10d NAILS FOR WOOD FLOOR) :*X&IIH1, Eel 91101011 TYPICAL INTERIOR NON -BEARING WALL DETAIL NO SCALE I �E EAVE „A„ 1/2" DRYWALL (WALLS & CEILINGS) 114" X 3" TAPCONS @ 12" O.C. TO BLOCK WALL OR 1/2" X 5-1/2"► REDHEADS @ 24" O.C. R-11 INSULATION —� NOTE: PROVIDE SIMPSON SPH-4 @TOP & BOTTOM PLATES @ 16" O.C. w/ 10-10d NAILS. SIMPSON MTS 16 w/14-10d NAILS PER CONNECTOR SCHEDULE DOUBLE 2"X4" TOP PLATE PROVIDE (2) 2"X12" YP HEADER w/FLITCH PLATE GLUED & NAILED w/10d NAILS @ 8" O.C. STAGGERED BOTH SIDES @ DOOR OPENINGS. 2"X4" STUDS @ 16"O.C. SPH-4 TOP & BOTTOM EACH STUD P.T. 2"X4" BOTTOM PLATE w/ 1/2" DIA. X 12"A.B. @ 24" O.C. OR 5/8" DIA. X 6" REDHEADS @ 24" O.C. w/ HURRICANE WASHERS. •• s 11 11 _ _ EIII'clll 111BI11.111E I111110 , _��� 91,11— �— INTERIOR STEP DOWN BEARING WALL SECTION NO SCALE NOTE: INTERIOR BEARING WALL WITHOUT STEP SIMILAR (TYPICAL GENERIC ROOF PLAN "PLAN VIEW") A = 5 FEET ROOF SHEATHING ATTACHMENT REQUIREMENTS ZONE NAILSAT''O.C. PERIMETER AND 6" O.C. FIELD ZONE NAILS AT,� O.C. PERIMETER AND 6" O.C. FIELD ZONE NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD NOTE ROOF SHEATHING SHALL BE 19/32" THICK CDX PLYWOOD ROOF SHEATHING FASTENED TO ROOF FRAMING WITH 8d RING -SHANK NAILS (PER FRC803.2.3.1) SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE. ROOF SHEATHING NAILING ZONE # 5 CORNER BAR WITH 30" MINIMUM OVERLAP # 5 VERT REINF. IN FILLED CELL CONTINUOUS W TO FOOTINGS. w -I CORNER BAR # 5 HORIZ REINF. TYP BLOCK TRANSITION NO SCALE 2XPT BLOCKING @ COLUMN 11'-1" FROM FINISHED FLOOR EXTERIOR CEILING TO BE - STUCCO OVER WIRELATH w/ 11 GA. 2" NAILS w/ 3/8" DIA. HEAD @ 6" O.C. OVER 3/8" METAL RIB LATH @ 6" O.C. w/ (2 LAYERS OF 15 # FELT OVER EACH FRAMING MEMBER) PRE-ENGINEERED WOOD TRUSSES SIMPSON STRAP PER SCH. SOFFIT PER DETAIL -8" BEAM BLOCK W/ (1) # 5 BAR IN 3000 PSI CONCRETE FILLED CELL. 8" PRECAST LINTELS W/ (1) # 5 BAR FOR OPENINGS & FILLED W/ 3000 PSI CONCRETE 12" X 12" BLOCK COLUMN w/ (2) # 5 BARS IN (3000 PSI) CONC. FILLED CELLS. STUCCO FINISH # 5 DOWEL w/ 30" MIN. LAP SPLICE VERTICAL DOWELS FROM FOOTER # 5 BAR VERT. IN (3000 PSI) CONC. FILLED CELL. (LOCATIONS PER FOUNDATION PLAN) FOOTING PER PLAN 12" X 12" ENTRY COLUMN DETAIL NO SCALE NOTE: SEE TYPICAL WALL SECTION FOR MORE INFORMATION 19/32" ROOF SHEATHING ROOFING UNDERLAYMENT PER PLAN (3) 16d NAILS (TYPICAL) 2"X4" "X" BRACING @ RIDGE AND 6' O.C. EACH SIDE OF RIDGE 2"X WOOD FASCIA W/ ALUM. DRIP EDGE SOFFIT (SEE DETAIL) 2" X 4" LADDER FRAMING @ 12" O.C. 1/2" STUCCO EXPANSION JOINT ' STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS ' WITH 3/8" DIAMETER HEAD @ 6" O.C. OVER (2) LAYERS OF (15 # FELT OR TYVAK BUILDING WRAP) OVER 15/32" ` CDX PLYWOOD WITH 10d NAILS TO STUDS @ 6" O.C. PERIMETER AND FIELD. CEILING PER PLAN GABLE END TRUSS 2"X4" SPRUCE OR BETTER LATERAL BRACE @ 6' O.C. FASTENED TO TOP OF BOTTOM 16d COMMON NAILS @ 12" O.C. CHORD OF TRUSSES WITH (2) 16d NAILS EACH, AT GABLE END TRUSS AND STRAP GABLE END TRUSS WITH "SIMPSON" 4 TRUSS BACK HETA20AT48" O.C. WITH (9) 10d X 1-1/2" NAILS EMBED STRAP IN BEAM 4" P.T. 2" X 8" CONTINUOUS WITH 112" " J " BOLT OR 1/2" X 5-1/2" WEDGE ANCHOR AT 24" O.C. WITH 2" X 2" X 1/8" WASHERS NOTE: PROVIDE RAKE BEAM @ VAULTED GABLE ENDS /� GABLE END DETAIL TRUSS VERTICAL WEB NO SCALE REINFORCE EACH VERTICAL MEMBER OF GABLE END TRUSS WITH 2" X 4" T-BRACE WITH 16d NAILS AT 8 INCHES O.C. REVISION REVISION a z m v w 0 Oa, v W = a ,•` CENT • C' N 7C,8 A ?i '.Rl- ENGINEER BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 V ,r W co •ACV � 06 �-' W�� Z Q z�W uj 0L Q �C W Lo U U)C� O W U) 0W X O �� W LL � ry o Q. LL V W d' 0) M w Q 0U 0 ry LLI U J W U) U �__ cll� O CL U) J C/) CL 3; ry U) p T_ N n SHEET DETAILS PAGE MODEL CAMBRIDGE 4 CUST. DRAWN MARK MONTALTO JR DATE 12/11 /2020 SCALE AS NOTED SHEET NO. 10 OF 11 SHEETS CMU W (SEE W/ CORRO: PER b APPLY PE BETWEE (SEE V1 FILLED CELL AT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS. SEE WATER PROOFING NOTE # 6 ANCHOR 1" X 4" P.T. (MIN.) BUCK WITH SEALANT PER WATERPROOFING NOTE # 4, AND ANCHORED TO MASONRY WITH 1-1/2" CASE HARDENED COIL NAILS AT 12" O.C. MAX. ANCHOR WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCTAPPROVAL INSTALLATION REQUIREMENTS. WINDOW HEADER AND JAMBS TYPICAL BUCK DETAIL NO SCALE 4-1/2" 7-5/8" nlnT� TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/ MIN. 1-114" EMBEDMENT PER PRODUCTAPPROVAL PER FBC 1715.5.4.3 BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. 3" NOTE: WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE WITH FBC R703.4 (1.2) AS PER DETAILS PROVIDED - 3/4" NOTE: PRECAST CONCRETE WIND RESISTANT FLUSH 3/8" SILL AS MANUFACTURED BY CAST-CRETE (OR EQUAL) - 1-3/8" PRECAST CONCRETE WINDOW SILL DETAIL NO SCALE STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE # 5) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 2 FILLED CELL AT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM 1" X R T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 1-1/2" CASE HARDENED COIL NAILS @ 12" O.C. MAX SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB AND HEADER TO 1 x BUCKS IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCTAPPROVAL INSTALLATION REQUIREMENTS. SLIDING GLASS DOOR BUCK DETAIL NO SCALE STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 } CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 4 APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE # 5) EXTERIOR DOOR BUCK DETAIL NO SCALE NOTE: TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/ MIN. 1-114" EMBEDMENT PER PRODUCTAPPROVAL PER FBC 1715.5.4.3. BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. CONTINUOUS FOAM INTERIOR AIR AND WATER SEALANT PER WATERPROOFING NOTE # 6 MARBLE SILL MORTAR OR GROUT 1/2" DRYWALL FILLED CELL AT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM 2" X R T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 1/4" TAPCONS w/ MIN. 1-114" EMBED. 3" FROM EDGES & 12" O.C. MAX. SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB HEADER TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. NOTE: BUCK 2"X 6" P.T. RIPPED DOWN TO 2 X 4-118" P. T. w/ 3116" TAPCONS 1-1/4" MIN. EMB. 4 112" O.C. w/ # 10 SCREWS, PER PRODUCTAPPROVAL. FASTENERS AS REQUIRED BY WINDOW MANUFACTURER CORROSION RESISTANT FLASHING PER WATERPROOFING (NOTE # 2) CAULK SEAM AT WINDOW INSTALLTION (SEE WATERPROOFING NOTE # 5) CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) SET SILL IN FULL MORTAR BED STUCCO OR DECORATIVE CEMENTITIOUS COATING 3/4" FURRING TO MASONRY WALL WATERPROOFING NOTES: 1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO SEAL THE WINDOW / DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER. THE CMU WATER RESISTANT COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS. THE APPLICATION OF THE CMU WATER RESISTANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING (SILLS, JAMBS, HEAD)AND RETURN WALLS OF THE OPENING 8" MINIMUM EACH DIRECTION. ALL CMU WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS. FBC R703.4 AAAMA-714 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCK AND MASONRY. 3. PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED WITH A LIQUID APPLIED WATER RESISTIVE COATING / SEALANT. 4. PROVIDE PAN FLASHING AT THE SILL OF WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. INCORPORATE PAN FLASHING AT HEAD AND SILL AS WELL. PAN FLASHING SHALL BE CORROSION RESISTANT. (OPTIONAL, NOT REQUIRED) 5. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR FRAMES AT ALL PERIMETER ON FRONT AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION. 6. AFTER WINDOW / DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEAL AROUND THE ENTIRE PERIMETER. REVISION REVISION O z m v w Y � a V W = v q�gmu ►rrgrrr + O "'r'cf� , LIAR BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 0) 6 � W . < C) n O UJ _ rymv- z z0W Q W H ry Q �CWw Lo 00 W C/) owx 0 �W 0 CL LL v/ W� 00 c It W Q 0. ® 0 LL cW U J W U) U O J � m U) T- ® O SHEET DETAILS PAGE MODEL CAMBRIDGE 4 CUST. DRAWN MARK MONTALTO JR DATE 12/11 /2020 SCALE AS NOTED SHEET NO. 11 OF 11 SHEETS