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HomeMy WebLinkAboutREVISION 10-3-08OFFICE USE ONLY: a DATE FILED: REVISION FEE: LOCATION/SITE ADDRESS: PERMIT# %/07 d (OPJ 9 RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772)462-1553 APPLICATION FOR BUILDING PERMIT DEFERRAL PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT REVISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. # BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: PHONE (DAYTIME): STATE: OWNER/BUILDER INFORMATION: NAME: �'::u , ?fnp6T'-neS ADDRESS:�yp I S�>J 1(Y1o✓�T�y%re, CITY: � Ll STATE: _ PHONE (DAYTIME: 772 -d qq •008 C.o ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: _ CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 06130117 STATE: ST. LUCIE CO CERT. #: ZIP: FAX: FAX: y Pm !, *�47 ��A N File COO J� PROPOSED SETTEDUCATI AND HERNANDEZ RESIDENCE STRUCTURALNOTES 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. 2) SOIL BEARING CAPACITY: 2500 PSF (MIN.). 3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS, AND COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 4) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3"BEAMS: 1 Yz"SUSPENDED SLABS: 1 Y." 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 INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6" O.C. EDGES, AND 6" O.C. FIELD, OR SCREWED WITH DRYWALL SCREWS 1.5" LONG AND 0.131 DIA. 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 @ 5" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19/32" CDX PLYWOOD WITH 1OD 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. ADDITIONAL NOTES 1) INTERIOR TO BE %" DRYWALL FINISH. 2) ALL INTERIOR GYPSUM BOARD TO BE MIN. W' THICK WITH (13 GAGE, 1 3/8" LONG, 19/64" H€AD ; 0.028" 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" LONG, 9/32" HEAD) SPACED AT 7" O.C. FOR NAILS AND 12" O.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 MANUFACTURERS' RECOMMENDATIONS AS BACKERS FOR WALLTILE IN TUB AND SHOWERAREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2). 4) WALLAND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 5) WALLAND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. 6)ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316. 7) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C 1177, C 1178, C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALLASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. LOT-38, BLOCK-25, UNIT-1, ST LUCIE COUNTY, FLORIDA SEAGRAPE DRIVE, FORT PIERCE, FL 34982 DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE PROJECT NAME: SETTEDUCATI& HERNANDEZ RESIDENCE OCCUPANCYTYPE: R STREETADDRESS : SEAGRAPE DRIVE, FORT PIERCE FL 34982 CONSTRUCTION TYPE: V PERMIT NUMBER : CERTIFICATION STATEMENT: I CERTIFY THAT, TO THE THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE 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 ASSUMPTIONS USED: 1. FLORIDA BUILDING CODE: 2014 EDITION WITH: 2014 SUPPLEMENTS AND ASCE 7 -10 2. STRUCTURE DESIGNED AS :ENCLOSED: X PARTIALLY ENCLOSED: OPEN BUILDING: 3. RISK CATEGORY : 111 X III _ IV _ EXPOSURE CATEGORY: B _ C __X_ D 4. DESIGN WIND VELOCITY: 160 MPH 128 ASO NIA _RFD END ZONE WIDTH: 5' 5. MEAN ROOF HEIGHT: +A IY-6" ROOF PITCH: N12 PARAPET: NIA FT. 6. COMPONENTS & CLADDING WIND PRESSURES USED: (PSF, BASED ON 10 SQ. FT @ 10'MRH) ZONE 1: + 22.3 ZONE 2: + 22.3 ZONE 3: + 22.3 -'ONE 4: + 33.6 ZONE 5; + 33.6 GARAGE: + 22.3 -35.4 -59.8 -87.9 -36.4 -44.9 -29.0 7. DESIGN LOADS: FLOOR: 40 PSF ROOF/DEAD: 5 PSF ROOF/LIVE! 20 PSF BALCONY - NSA PSF DOCK: NSA _ PSF DECK : NIA PSF STAIRS : NSA_ PSF FENCE! NIA PSF RAILING • NIA 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) 10. DESIGN SOIL BEARING PRESSURE: 2500 PSF SOIL TEST REPORTS SUBMITTED? YES 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: PAUL WELCH, P.E. CERT, # & CO. CERT. AUTH. 29945/5115 DESIGN FIRM: _ PAUL WELCH, INC. DATE: - ADDRESS: 1984 SW BILTMORE ST. SUITE # 114 PORT ST LUCIE, FL 34953 ,s CONSTRUCTION BY: PORT ST LUCIE PROPERTIES 2401 SW MONTEREY LANE, PORT ST LUCIE, FLORIDA, 34953 MODEL: (772) 336-0050 CONSTRUCTION OFFICE: (772) 249-0089 LANS AND ENGINEERING BY: PAUL WELCH, INC. 1984 SW BILTMORE STREET # 114 PORT SAINT LUCIE, FLORIDA 34984 PHONE: (772) 785-9888 FAX : (772) 785-9933 GENERAL NOTES 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2014, FBC 2014 RESIDENTIAL, FBC 2014 PLUMBING CODE, FBC 2014 MECHANICAL CODE, FBC 2014 ENERGY CONSERVATION, AND THE NEC (NFPA 70) 2011 EDITION. 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 BUILDING CODE 2014 ENERGY CONSERVATION RESIDENTIAL.. 2) CEILINGS WITHATTIC SPACES SHALL BE INSULATED WITH R-30 INSULATION. 3) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO UNCONDITIONED 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 PREVENT LOOSE FILL FROM SPILLING INTO THE LIVING SPACE. 4) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMITAIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402A.1 THROUGH R402.4.4. 5) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR 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. 6) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDANCE WITH FBC 2014 ENERGY CONSERVATION R401.3. THESE PLANS AND ALL PROPOSED WORK RE IN5PREQUIY S HFELD INSPECTORS MAYBE NECESSARY IN ORDBR TO ELECTRICAL NOTES COMPLY WITH ALL APPLICABLE Cone% 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2011 EDITION. 2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED 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 LIMITAIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 4) SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP -ARC FAULT CIRCUIT 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 FOR ALL CIRCUITS 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, KITCHENS, 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. >(7t L-O6 ST, LUC COL)N"I'y BL' DL"ri ri`_= N REVIEWED FOR CqV E REVIEWED BY DATE ST LUCIE COUNTY, FLORIDA UL ALLr A V1� wr PLANNING & DEVELOPMENT SERVICEG,VfipAWfQpWV1tLBE MAJUL. BUILDING& REGULATIONS DIVISION PRODUCT REVIEW AFFIDAVIT BUILDING PERMIT NUMBER: OWNERS NAME: SETTEDUCATIAND HERNANDEZ APPLICANT: PRODUCT OPENING DESIGN PRESSURES PRODUCT RATED DESIGN PRESSURES MANUFACTURER MODEL NUMBER PRODUCT APPROVAL NUMBER GLASS TYPE METHOD OF ATTACHMENT WINDOWS SEE ELEVATIONS + / _ 55.0 MI WINDOWS & DOORS 185 SH FL # 17499.1 IMPACT 3/16" X 1-1/4" MIN, EMBED TAPCONS AT 2" / 11" O.C. WINDOWS N/A N/A N/A N/A N/A N/A N/A MULLIONS N/A N/A N/A N/A N/A N/A N/A 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 N/A --= SLIDING GLASS DOORS N/A N/A N/A N/A N/A N/A SWING TYPE DOORS SEE ELEVATIONS + 49.2 / - 50.0 THERMA-TRU SMOOTH STAR FL # 7640.2 IMPACT S/L 1/4" X 1-1/4" MIN. EMBED TAPCONS AT 6" / 13,75" O.C. FRENCH DOORS SEE ELEVATIONS +/_50.0 THERMA-TRU SMOOTH STAR FL#7640.4 IMPACT 1/4"X1-114" MIN. EMBED TAPCONS AT 6" 1 13.75" O.C. .- GARAGE DOORS SEE ELEVATIONS + / _ 37.0 CLOPAY 29W6-10 FL # 5678.29 N/A 5/16" X 1-5/8" MIN EMBED LAG SCREWS ONE PER BRACKET HURRICANE fROTECTION N/A N/A N/A NIA N/A N/A N/A ROOF VENTILATION N/A N/A N/A N/A, N/A N/A N/A ROOFING MATERIALS c —U�,°1 -IUDVVA SaatrpL �'M. 2 't G*La+nt" F� 9ltorala�2 hJ �A AtaT*4 FL�a-6k` 5=lam 1 154�eI- 1# a 4:01N �F pAW p 1., Co° a�.t A tL HAVE REVIEWErT ABOVE COMPONENTS AND CLADDING, AND HAVE APPROVED THEIR USE IN THIS STRUCTURE TO PROVIDE ADEQUATE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS.- NAME: PAUL WELCH, P.E. SIGNATURE: ON PLAN -~ ~ , y DESIGN PROFESSIONAL: PAUL WELCH, INC. CERTIFICATION NO. 29945 H W W cn r m, U) ,-- 2 O I.L. M 1'4w M mw m U W t d 0LL m� p W W x o w 03 rZ m U Zd U � Z Z M _J J H .. r r VX U J Z U m Q W Z X EL WJ`6� OLL a a IL Q rn w N rn co Z O CQ c W ❑ a K W Q O LL K W O I.I_ N Z , W ❑ Q O N LD Q LL LL > 0 J) J = ¢ ¢ 7 ❑ W W > Y ❑ Lu a -7_ m U U) W U) Ill Z W 0 O y r AN SHEET INDEX COVER SH SHE::I FLOORSHEET3 ELEVATIO 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 DET ILS SHE T 12 N/A PLAN SHEET INDEX IUM SCANNED BY Af e Co T w w LL J 0 O w Q °w fD co o / \ V 3-112" STEP WC 5'_1,Y, F Y BATH o i (L p N IL WARDROBE J W x f4 � c7 0 ■ 51_1,1e CONCRETE STOOP 31/2 STEP ■I ■ 60681 TEMP. / 1-LITE (EGRESS) (V I g I I � 0 I LU v LWi I a m Lu N W N q� U) I I I I ° L " aF NON-BRG. WALL (V N W SO V1 11 HV' t 5 ttN1 f WHw/ DRIP PAN �t ' WH & DRAIN LINE o, du PROTECTI N POST a t7 0 FPL METER 2" URB - AHU LOCA/ ED IN ATTIC ¢ z o 2" CU BEYOND BEYO D WALL w/ DRIP PAN & DRAIN LINE. J I I J xa I I ' UTILITY PAD '. 150AMP ELECT. PANEL - ---- —.. A/C COND. INSULATE WALL w/ R-11 FIG BATT GIRDER BY TRU55 CO o GARAGE 8'-0"FLATCEILING (A.F..F..) 3 6 i-------------------- 193/,__--___-__--_________ ■ Z � I I W I w I ' I I I I w I d C , I a W N I cc I m -Z O Na a I. 0 O I NN ■ a OCCUPIED CUBIC FOOTAGE = 11008 FLOOR PLAN SCALE: 1/4" = 1'-0" AREA TABULATION OCCUPIED A/C AREA: 1376.0 SQ. FT. GARAGE: 420.0 SQ. FT. FRONT ENTRY: 96.0 SQ. FT. REAR PORCH: N/A TOTAL FOOTPRINT: 1892.0 SQ. FT. 6T.Ell 7,_9e CONCRETE STOOP 3-1/2"STEP\ _ 068 / TEMP. / 1-111TE I 1 15'-01, HOSE BIBB HB H-23 t SH-25I EGRESS _ _ _ _ KITCHEN _ _ SLOPE CEILING FROM 8'-0"TO 9'-4" o DINING 21" PANTRY CABINET — io 36" HIGH COUNTER 2' II 1 I I LL N ee 00 p 0 o m U w n O 5-1/2" WALL —w/VTR 11 BEDROOM #3 8'-0"FLAT CEILING DRYER WASHER LOCATION y e t? , LOCATION 4'-8/4 T-1/," UTILITY CLOSET 5068 BF 34-112" KNEE WALL I I 6'_6" ,14>"O� ROD &SHELF LL NI ROOM NON-BRG—►1 I e•-t•FuATCE UNc CLOSET 11 9'-4"FLATCEILING '-----' 50681 BIFO HEADER/CAMBER i xw 111'-7Y," ><I T-9"-cp L3 itl- e SLOPE CEILING FROM 8'-0" TO 9'-4" q 19'-4Y„ FOYER o 5 © N © 3068 114"TEMP, / SL - SH-35ICOL. 3 /2'STEP F MAIN EGRESS DOOR [C COVERED ENTRY/ FRONT PORCH --- 9'-4" FLAT CEILING al � ��, I _ ■ i'•� _-- PREC AST LINTEL- -_- -- \ --i2"X 12' CMU COLUMN— (3 LOCATIONS) CALCULATE ATTIC VENTILATION CEILING = 1892 SQUARE FEET 1892 / 300 = 6,30 REQUIRED VENTILATION 216.0 LINEAR FEET OF 6" X 22" VENTS @ 48" O.C. = 49.7 SQ. FT. 12 = 24.8 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 24.8 SQUARE FEET > 6.30 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6"X 22" SOFFIT VENTS Cat 48" ON CENTER REQUIRED VENTING IN THE UPPER PORTION OF THE ATTIC 40 - 50 % OF REQUIRED VENTING AS PER FRC 806.2 EX #2 6.30 X 40%= 2.52 SQ. FT. OF RIDGE VENT 6.30 X 50% = 3.15 SQ. FT. OF RIDGE VENT RIDGE VENT 16 LINEAR FEET OF 2" VENT= 2.72 SQUARE FEET OF RIDGE VENT PROVIDE 16 LF OF RIDGE VENT BEDROOM #2 8'-0"FLAT CEILING we) BATH TUB /SHOWER 4Ll 11 - N ■ ■ ■ ■ SH-25 EGRESS/ COL. CD 4'-2" 13'_2e SOFFIT DETAIL NO SCALE 2" X 6" PRIMED & PAINTED R/S SPRUCE 3" X 22" VENTS AT 4'-0" O.C. �TUCCO OVER WIRE LATH W! I Iga. 2" NAILS WITH 3/8" HEAD DIA. AT 6" O.C. OVER 3/8" RIB LATH @ 6" O.C. WITH (2 LAYERSOF 15 # FELT OVER EACH FRAMING MEMBER) PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) HETA20 HURRICANE ANCHORS EMBEDDED 4" INTO ■ BEAM FOR TRUSSES 12 _, PER CONN SCHEDULE) 6 l MFTA-LROOF 4 OVER 30 #ROOFING FELT R-30 TYPICAL CEILING INSULATION CONT.T GALV "MTL DRIP ■ OVER (PT)1X2 - — - - — ---� 1/2" DRYWALL @ CEILING d (TYPICAL) 8" X 8" X 16" BEAM BLK: 1 2" X 6" PRE -PRIMED 121 O.H.W/ (1) # 5 BAR IN 3000 PSI SPRUCE FASCIA 8° CONCRETE FILLED CELL ■ VENTED 8 " PRECAST LINTELS p STUCCO SOFFIT W/ (1) # 5 BAR FOR ALL O (SEE DETAIL) P. DOOR AND WINDOW OPENINGS ' LL & FILLED W! 3000 PSI CONCRETE 1 p STI ICCO FINISH 0 w 1"X2" P.T. FURRING STRIPS @ 16" O.C. WITH FI-FOIL Z N VERTICAL REBAR TIED TO DOWEL INSULATION oo LL & RUNNING INTO BEAM BLOCK 1N 3000 PSI CONC.— "' 1/2" DRYWALL 0 (TYPICAL) LL VERTICAL DOWELS w! 30" LAP SPLICE 8" CONCRETE BLOCKS FROM FOOTER WOOD BASE BOARDS r SEE FOUNDATION PLAN 1 l FOR SIZE & SPACING J 8 4" CONC. SLAB MIN. 2600 PSI w/ 6 X 6 10/10 WWM OR FIBERMESH _�0 -0' TOP OF SLAB a f GRADE 4" - _ - — —� o D o TYPICAL WALL SECTION (CONCRETE BLOCK / LINTEL U-BLOCK CONSTRUCTION) NO SCALE ROOF CONCEPT DRAWING SCALE: 3/16" = 1'-O" REVISION REVISION O >; Z m U W Wui Y U a = U ®D N wT Lu 6n C/3 ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG, # 29945 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE: (772) 785.9888 FAX: (772) 785-9933 N Lu � 7� QN c LL Lu M z O' Qry z Q uJ 0 U- J awW� W U �' a N Y o w O LL J W'^ U) v/ L0 Ln W c- co w -' LL [L w O:D L.. J w ry o Uw Q J � w w z O U) a. CD d- CV SHEET FLOOR PLAN MODEL CAYMAN DRAWN BILL SCHROEDER DATE NOVEMBER 27, 2017 &SCALE AS NOTED File coPY �. VEARING HT 9'4" (ENTRY) BEARING HT. 8'-T - - - - -- 7E OPENING I.D. _. FINISHED FLOOR 000" _ I� I. f I � I I 6" STUCCO L BANDS STUCCO BASE F � Mrs - - - - - - - - - RIDGE HT +/_15'-11 TEXTURED STUCCO FINISH (TYPICAL) 6" STUCCO + 1- 11'-6_M.R.H. '�L I BEARING HT_8_0". 0 3 FINISHED FLOOR 0_0-4 zH,... 7 i€i s ty i "( } I�;yP� y' ..f i:} bi }i ii+ iJ a. +�4:3,} ¢ "L ., (4>3v L-i OPENING G LD _ OPENICNG LD. OPE�ID. SCALE : 1/4" = V-0" NOTE: 4 3 1 3 1 SAND FLOAT FINISH 12 X 12 CMU COLUMN ONALL STUCCO BANDS & (TYPICAL (3) PLACES) RETURNS SUCHAS WINDOWS, SIDELIGHT DOORS, GARAGE DOORS, AND ENTRY 1 I CALCULATE ATTIC VENTILATION CEILING = 1892 SQUARE FEET 1892 / 300 = 6.30 REQUIRED VENTILATION 216.0 LINEAR FEET OF 6" X 22" VENTS @ 48" O.C. - 49.7 SQ. FT. 12 = 24.8 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 24.8 SQUARE FEET> 6.30 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6"X 22" SOFFIT VENTS Cc) 48" ON CENTER REQUIRED VENTING IN THE UPPER PORTION OF THE ATTIC 40 - 50 % OF REQUIRED VENTING AS PER FRC 806.2 EX #2 6,30 X 40 % = 2.52 SQ. FT. OF RIDGE VENT 6.30 X 50% = 3.15 SQ. FT. OF RIDGE VENT RIDGE VENT 16 LINEAR FEET OF 2" VENT = 2.72 SQUARE FEET OF RIDGE VENT PROVIDE 16 LF OF RIDGE VENT BEARING HT 8'-0" FINISHED FLOOR 0 [04] LEFT SIDE ELEVATION SCALE: 1/4" = V-0" BEARING HT. 8'-0" FINISHED FLOOR 0'-0" 12 6[:� OPENING I.D. E w z w l 3I 3 SCALE: 1/4" = V-0" BEARING HT 9'-4" BEARING HT. 8'-0" FINISHED FLOOR 0'-0" SCALE : 1/4" = V-0" ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE O DOORS, AND SIMILAR ENVELOPE ELEMENTS. `O OPENING AREA INTERIOR ZONE A END ZONE (NOTE #1) IN SQUARE FEET POSITIVE NEGATIVE POSITIVE NEGATIVE 1 10 +33.6 ESE - 36.4 ESE +33.6 ESE +44.9 ESE 2 15 +33.5 ESE - 36.3 ESE +33.5 ESE +44.8 ESE 20 +33.4 ESE - 36.2 ESE +33.4 ESE +44.6 ESE 4 16 25 +33.3 PSF - 36.1 ESE +33.3 ESE +44.4 ESE 6 30 +33.2 ESE - 36.1 ESE +33.2 ESE +44.2 ESE 35 +33.1 ESE - 36.0 ESE +33.1 ESE +44.1 ESE 7 110 +22.3 ESE -24.3 ESE +22.3 ESE -29.0 ESE w 1. DESIGN PRESSURES PER ASCE 7-10 z 16' L.F. RIDGEVENT OPENING I.D. OPENING I.D. OPENING F G H 21 31 31 _0 BEARING HT. 8'-0". E FINISHED FLOOR 0'-0" BEARING HT 8'_C" !ISHED FLOOR 0'-0" REVISION REVISION O Y z m w W U a = V ao \ 1 ,� 0.' W C/) ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE : (772) 785-9888 FAX: (772) 785-9933 N Q o Z O < 00 OD co LLI Q O U Ci LU O " z0-jco W --I Q LLI c= K Q U W U' W N x o Q Lu O IL- J ca cn O J `Lli v ) �� v / cy a) W r O W LL ^ CL LL ® L) ry J In V W Q LU ry /^, V / W ZZ O N SHEET ELEVATIONS MODEL CAYMAN DRAWN BILL SCHROEDER DATE EMBER 24, 2018 File Copy