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HomeMy WebLinkAboutBUILDING PLANE Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5,, wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment Installed with min. side laps and 6" end laps fastened with corrosion resistant tin caps and with 5" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o_c_ n field. Attach deck to trusses using attachment detail on this sheet 3/8 thick light textured ,tucco on typical concrete 12 block construction SLOPE 4 RIGHT ELEVATION „r P E R:."A I TT i iN G St. Lucie Count,., FL 8'-1 12 •4 1 SLOPE --------------------- 5/8" thick x 8"W cut coral finished stucco bands Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min_ 4' side laps and 6" eii laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c_ at all laps and two staggered rows 12" o_c_ in field. Attach deck to trusses using attachment detail on this sheet 2 O.H. PE GRESS .. 3 0'-0" = Finished Floor LEFT ELEVATION 5/8" thick light textured stucco on typical concrete block construction OL.I&kli I/ It = I - V Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening Type NOA/FL NUMBER Product Model Manufacturer Glass Attachment method TEST Date DesignDesign Pressure of Approved Tests 1,2,3 t4 FL# 11499.2 Single Hun g g Series 185 Mi Windows and doors L I . x gpcona mrrr�� pen tration at max. rom each caner and b o-c. ti,ereaFter through �T Buck into solid filled CMu wall maintaining min 2.5" edge distance in strict adherence to the product approval. + 40 psf - p A 16-0330.02 Overhead Garage Door Model 824/811 9'-4" max. width 16'-0" max height DAB note z V 5TF1 5uckto concrete block with i filled ce sot a o5 bar Vert. using 3/8' x L' Hilti li sleeve anchor, at e• o.c. ith 1.25' dia. washers with min. 1' edge distance. Install traqck to buck rig (13 5/1L` >< 1 5/8' full thread leg acraws .n each brackat maintaining min of 1.5' edge distance - GC to atnctlg adhere to product approval rovide 1/I6` pushnut washer on roller shafts. 10-9-21 + 50.0/-60.0 psf B FLU 16474.1 Fiberglass Smooth Pro Jeld-Wen Elco 1/4" dra. tapcon with min 1.25" embedment at 3" max from corners and I1.5" o.c. max thereafter In head and iambs. + 50.0 PSF C FLU 15332.2 Sliding Glass Door Series '420 Mi Windows and doors L q_ x apcons w min. ppenetration at b max. rom each caner and -io-c. all double row thereafter through PT Buck into solid filled CMu wall maintaining min 2.5" edge distance in strict adherence to the product approval. I + 48.2 PSF I- Product NOA/FL NUMBER Model # Manufacturer Attachment Method TE EXSp, ation Date Design Pressure of Approved Tests Mullions FLU 15353.8 CM-18531 vertical mullion Mi Windows and doors For CMU use (2) 1/4" x 2 3/4" tapeons with min 1 1/4" embedment penetration Into each Mull Clip. Attach mull to clip using (4) 410 x 1.25" self tapping screws per clip as shown in product approval. + 118.9 PSF _ Roof FL# 11651.12 5V Crimp Metal Roofing g Gulf Coast Supply and manufacturing 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c, in field. Attach deck to trusses using attachment detail on roof plan - 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vinyl Soffit Kagcan Install using 2" x 2" battens at 6" o.c. screwed to soffit framing using at eachktruss.Install swith 3/8" doffit to battens using 4812x 3" woodSscreshank ia. head. +55.0/-35.0 PSF Hurricane Panels Fitt15076.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2" dia. solid set lead anchors with 1/4" dra.-20 x 1.5" long SS screw head combo. with Neoprene washer at 12 1/2" o.c. along the bottom and 13" o.c. at the top + 45.0 PSF - I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record Finish Columns with / 5/8" thick cut coral finished stucco bands Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet H. COVERED PORCH 0'-0" = Finished Floor CONCEALED FASTENERS OR ATTAMENT$ ARE THE RESPONSIBILITY OF THE CCNTR.ACTOR OF RI(01" ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS 12 UNTIL INSPECTIONS ARE APPROVED SLOPE],4 2" II III �/III .. 5/8" thick light textured stucco on typical concrete 5/8" thick x 8"W cut block construction coral finished stucco bands REAR ELEVATION SCALE: 1/4" = 1'-0" ._ !. i.:l l e . r-.qTj v"V,`.e.. r-F':i �Y 2:ii jib Gulf Coast Supply and I,NIrG 5v Crimp Metal roofing FL #11651.12 i�tt\pL_cFO1� r "19LL1 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" p wood screws with self sealing washer at 12" o.c. max spacing over ASTM DPi (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end ?_9E laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails € :i � ' D 1r'Ei 11T MUST BE APT 0�+`30-B spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach �`F , � �1.` - MTh N�1LLU deck to trusses using attachment detail on this sheet T E"SE PLANS AND ALL PROPOSED'Wi SCANS , ARE SUBJECT TO ANY CORRECTIONS BY REQUIRM 3Y FIELD INSPECTORS THAT ST [_-MI w (>IEDES� RYIN, 0R0FR TO : �/8" Thick cut coral stucco over paper �;Q"P;' �lt`I r; I.� 1i�t �'~ backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 •4 SLOPE GRESS 8'-1" BEARING 12 12 I7�7 - ------ I L r7171® o�® i O'-O" =Finished Floor 5/8" thick x 8"W cut N coral finished stucco bands F R OT E LEVATiO `� SCALE: 1/4" = 1'-0" truss bottom cord e \ 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non-Sedrinp F drtltlon nts ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUA FOR ONE YEAR FROM THAT DATE PERMiTTiNG INFORMATION (FORM 100) Florida Building C ode Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: 145 mph ultimate Mean Roof Height: 11'-0" Roof Pitch: 4.12 Internal Pressure Coefficient: ±0_I8 Subjectabilitg to damage from: Wea thering: Negligible Termites: Very Heavy Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C 1.21 x 0.6 = O.126 Adjustment factor for Exposure Height: ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; OL+0.6WL; 0.4DL+0.61DL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.6 psf Roof Zone: 2. +20.L/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: 3'_4„ Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.� psf Wall Zone: 5. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided?yes Are Components an Cladding Details Provided? Yes Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X Bg Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: RF-ITHER: ROOF LiVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LiVE LOAD: -±5-- psf FLOOR DEAD LOAD: 10 psf JOB ADDRESS: 6 BOLERO NIPL'13%120 i C 0 = Roof Zone i Walls Zone 4 EM = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 Recess top plate 6"w x 3/8"d for steel support angle P O S T D E T A f L see detail on this sheet N.T.S. Counter top - verify type with contractor File Copy FLOOR PLAN CRASH TYPICAL NOTES: SCALE 1/4" = I'-O" n � I. Contractor to verify ALL notes and dimensions prior to 36" high by 4" diameter steel crash post. Floor proceeding with Work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 5o ksi steel plate) a minimum 1,400 P.S.I. fiber stress. 6" -4. No dissimilar metals to touch. 2,J" 2rS" S. ALL Concrete used for slabs shall be min. 2,500 PSi concrete. ALL Concrete used for vertical filled cells, cont. tie beams etc.. to ° shall be 3,000 P.S.i. concrete and/or 4,000 P.S.I. grout mix `� �3/e„ 0 2yz, �. Drywall at ceilings shall be leveled and attached to bottom chord(D of trusses with screws per FBC R702.3.5. 2%" 7. ALL wood in contact with concrete shall be pressure treated. 10 0 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. r" 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set by Governing Building Department 6" surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.� 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door W.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 pper FBC R302.9.1 I�. Wall and telling finishes shall have a smoke -developed index of not greater than �f50 per FBC R302.9.2 11. All exposed attic 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 on the underside of the roof deck or on the attic walls shall comply with F.B.C. R31� - see permit info box of code edition 18. Gpsum board material shall conform to ASTM C3�, C79, C-f75, C514, C�30, C931 C40, C1002, CIO-47,C1177, C1178, C1278, C1395, or C139� and shall be installed accordln to g the TOIIOWirI (FBC R702.3.5) g" Masonry Beam I" x 6" P.T. Buck nailed to block with case hardened nails / Drywall Location Orientation Framing Max. spacin Thickness Member g of fasteners Nail sizing options for of dr wall into installation 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108., , A108.1, A118.1, A118.3, A13�.1 and A137.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1178 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompan fng smoke developed index not to exceed 450 when tested in accordance with ,4STM E 84. insulation shall comply with F.B.C. R31�. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 wood- 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet \ Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. 18101bs. uplift Aluminum Drip - Edge t Fascia 2" x 6" Sub-Fasela Kagcan full o vent vingl soffit installed using 1/8" dia shank x 15" long gale. roofing nails with 3/8" dia. head per product approval — see chart sheet #1 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap — at each filled cell Grade ;r, TYPICAL 12 4 Wood Base I IIII 1,411 i— SECTiON PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) R-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete and (1) 45 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) 45 bar cont. for bottom row over openings 1/2" drywall over I" x furring strips at 16 o.c. with R4.1 PI -foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" onli� proportioned per FBC R6O1.1 and Mortar fonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) 45 bar vert. (typical). -Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x6" #10/10 UJWM on 6 mil Visqueen over clean cor;- - :ted termite treated fill I I IIIII I III — 11— 14" x 14" Cr.,ncrete footing with (2) 45 bars cont, and #5 transverse gars at 48" o.c. Bottom 1Trac S llding IN Steel countertop support angle Install 6" from each end and one in center of counter. see angle detail 1/2" drywall Base cabinet 2" x 8" wood studs at 14" O.C. 2" x 8" PT wood plate KITCHEN ISLAND FRAMING DETAIL Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x 6" PT Buck Of wall d 'cries 48 wood screws thru jamb into buck at each hinge and 15" o.c. max and i7.-t a 11 a t i7 nnr orior to door attachment NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Install windows thru buck into block with 3/16" tap —con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at lambs and 20" o.c. max. Exterior face at head and sill per product approval of wall \ Buck to be I" x 4" PT ' Varies >: 1"x4" P.T. Buck nailed to lock with case hardened nails D e t a i l at Windows prior to window attachment NTS install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval fixed door sliding door I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment \ Typical Flooring Sill Install SGD thru buck into I, --- block with 3/16" tap -con with D O O r D t a l l 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max At Masonry wall NTS thereat ter at Jambs per product approval J a m b UJ indow Schedule Mark Size Rouclh Coen. Window Description PRESSURE ZONE I. 4'-5%81,x 4'-6 %8" 54%8"x 54Y8" Single Hung ZONE 4 2. 6'-2%81,x 5'-3 %" 15" x 63 %," Single Hung ZONE 4 3, 2'-2" x 3'-2%" 271%2"x 38V Single Hung ZONE 4 4. x 5'-3%8" 38" x 43'/," Single Hung ZONE 4 131-1,, ALL Windows to be aluminum windows w/ tint nd mullions per elevations. ALL windows to withstand pressures in permit info box on sheet ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor wi h manufacturer , specs prior to construction Door S cheaule Mirk Size Rough Opening Door Description PRESSURE ZONE 9'-0" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 3'-0" X 6'-8" 41" %4' x 83%" Fiberglass Panel - Inswing ZONE 4 L'-O" X 6'-8" x 81 %s" 'rae " Sliding Glass Door ZONE 4 2'-0" X C-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2' 2'-6" X 6'-8" Solid Core - Wood - 6-Panel 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold 2'-B" x C-8" x 1 %" Solid Core Wood, Steel, or Masonite Door 2'-B" X C-8" Solid Core - Wood - 6-Panel 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL b GARAGE WITHSTAND A wi Exterior doors to withstand pressures stated in permit info x on sheet 91 DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 I rough opening dimensions to be verified by contractor h manufacturers specs prior to construction Verify attachment Hole location with CSC prior to fabrication 3/8" thick steel bracke COUNTER TOP BRACKET DETAIL Total Cubic Pt = 1-4,024 Square Footage Breakdown Total A/C Space = 1,753 sq. ft. Covered Porch Total = 212 sq. ft. Garage = 459 sq. ft. Under Roof Total = 2,-484 sq. ft. Scale : 1/2" = 1'-0" STRUCTURAL NOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL q. BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10 ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MiN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOiL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOiL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 11 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12 BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WiRE MESH. 5• LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE PHI iS BROUGHT IN F11 L TO BE SPREAD iN 12" LAYERS AND SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (iF PROVIDED) PER PLANS DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 9'1 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 6O, MEETING ASTM A-16, it A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE iN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. MACHINE COMPACTED TO A MINIMUM OF 2500 PSi iN AREA OF 13. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" BEAMS: 1-1/2" 6 TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ATTENTION OF THE ARCHITECT. I�- ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 8• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATION FL/4N 1� ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 1. Ang changes to plans must be submitted to the architect for approval before proceeding With construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should ang other conditions be encountered, the architect shall be notified in writing for revision -4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell With concrete and I US bar vert. at .48" O.C. max. Provide (1) filled cell on each side of openings to S'-11" Wide. Provide (2) filled cells on each side of openings from �' t to 9'-11" and Provide (3) filled cells on each side of openings from 10'-O" and up Contractor to see plans for ang other condition used. Foundation Walls shall have filled cells at 2-f" o.c. unless otherwise noted (see section) III Contractor to provide for Form Board Surveg - Form Board Surveg to be provided to Truss Compang prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copg of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade �0, meeting ASTM A-l� and A-35 specifications. ALL Anchors to be A-30-1 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. 45 bar vert. w/ 30" overlap SEE TYPICAL at each filled cell SECTIONS 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade tr � 1 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" TYPICAL FOOTING DETAIL J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mill Visqueen over clean compacted termite treated fill 45 bar cont. SCALE i/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) #-7 bars vert. tied into lintels above Verify house slab height in field Top of rooter 16" below finished floor fix SCALE: 1/4" = 1'-0" FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS F 12"W X 14"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THiS SHEET 30" x 30" x 1611D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 81D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS FS 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WiTH 2 45 BARS CONTINUOUS - CURB 9 0'-0" Fb 12"W X 18111D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET Thicken edge to 8"x8" with concrete and 4" concrete slab with fibermesh OR one #5 bar continuous CxC 910/10 WWM on 10 mil Visqueen over clean compacted termite treated fill GRADE 0o - — ��il gill "' 8" PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" 1*5 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL ECT10NS Adjust curb height based on gar. floor 4" concrete slab with fibermesh OR Slope. Cxd" 410/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated Fill Grade Op E _ 14"w x 14"d concrete monolithic 31 all footing with (2) #5 bars Cont. 14" �j GARAGE CURB DETAIL J SCALE 1/2" = 1'-0" -4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. 101, (2) 45 bars cont. bottom steel 12" DETAIL AT 9" GARAGE STEPDOWN SCALE 1/2" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backf illing and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment Including spaces boxed or framed. Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS iN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One t5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location 45 From Footing To Tie Beam Double Filled Cell Column NTS Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS 12" x 12" concrete column block filled with concrete and (2) #7 bars Vert. tied into lintels above 15'-3" 12" 8'-10 %s" 12" O m----------� F4----1° —F4 L -� FI I �F F T FI O Filled cell under 24" I r girder above F1 r Rear Porch Slab to be poured separately W O from House Slab. O O L -4 Thicken footing to 24"w x 14"d x 24"L under filled cell i U0 m under girder bearing. 00aU I 1-- —`� -- ------ ---- o ~N I FI Rear Patio/Slab to Fi be flush with bottom of 0 I sliding door recess. I O Slope I" I . 0 I I• F- I I I� I I FI I i I I a II O i of Io 4" concrete slab with fibermesh OR ° H.B. I 6"x6" 910/10 WWM on L mil Visqueen over I cn-n D I clean compacted termite YER ASH�R t/TREATMENT IIIIIIItI IIFI; oo- - ° 0��- � 013 mn TERMEQUIRED �- I' =0 FI I ,- �, I O DW i I cn 10 �I Io FI 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill A/C Me er and panel on either side o house field verif service location MICROWAVE i REP. NON -VENT 38' CLEAR O OPENING 4"0 Steel Balls See detail on this sheet i I I I LU o 1 F6 FI I I N F5 --� a —0--------- m 331 El o i l - o i--� ----- — i o � J LU F5 I o _ I4' Step O W rL Io I ' N L O F4 u fE L J — ——— — — — — — — O — 4► — — — — — —5 — — — O OO O 1.5" Recess for O OD — — w O 1.5" Recess for D 111119 Garage Door in P Garage oor 9'-0" _ 2'-8"_ _ 6'-4" 2'-8" 9'-01, 2,-8„ H.S. " 0 I b 0 r ROOF: SHE�Ti G ATTACHIIENT DETAIL_ 1. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX PI wood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 I �N,��������������� Q �� ►������������� WE ��*������ Q Qu K e-L Area Edge Field Fastener Pressure Zone 1 6" 6" 8d ring shank 45 psf Zone 2 14" 6" 8d ring shank % psf Zone 3 8d ring shank 84 psf ** Zone 3a 148 wood screw 1112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Provide 45 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete 8U8-OB/OT precast - - - lintel set in mortar Min. 8" Bearing Verify with Plan Concrete Lintel 12"x IZ" Column E31ock ' il.�.. �; il! ..........:.......... �. it .f � .'� Rebar Rebar 48 Bar Dia. Min. Overlap C olumn t0 Lintel /4 ttachm&nt BEAM SCHEDULE Mark Size and Description Two rows of beam block filled with concrete and 1 45 bar B1 continuous in each row. Hook vert. bar over top bar with #5 90" bend bar with a 10" min. lap at top bar. NTS Provide 95 bar set in pre -cast ROOF: F L / N Scale : 1/2" = 1'-0" lintel into beam where length of the opening calls for it. verhangS at I -O unless Otherwise noted on - Roof pitch at 4:12 unless otherwise noted on - Truss shop drawings to be provided by manufa( - Any changes to this plan shall be submitted tc architect for approval In writing prior to Start - ALL TRUSS TO TRUSS CONNECTIONS E TRUSS MANUFACTURER - Architect to review Truss Shop Drawings Pric to construction for layout and uplift verif lcatlO Poured Filled Cell — Contractor to provide for Form Board Survey Form Board Survey to Truss Company prior ti Provide 45 bars with min. 48 bar diameters illecell overlap in filled cell. Tie fd ll steel into continuous footer steel. ., :.i• ' ..• .• , . ,ice, Concrete Footing (see footer schedule for exact sizes) DETAIL AT WINDOW OPENING iN CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with IOd x 1.5 nails at 4" o.c. Install Simpson MGT into wall using 5/8" din. threaded rod set min. 12" into wet beam and (22) IOd nails into truss 3LOCKiNG DETAIL )ER STRAPPING TER BEARING POINT -1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/32' CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 911451.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Additional Precast Lintel #5 bars Lintel Bar Gear "A" "B" r , r CLEAR , . Length Length Span Bars Bars '• .: •� 1 '` • "' 1 1 1 1 �' I ' n u 2'-10" 2 -8 I'-6 2,43 none 2'-2" 2,#3 none BPS-OB/IT BPS-IB/IT 8F8-IB/2T n Additional 4'-O" 3'-10" 2'-8" 2,43 none y;::.,.. #5 bars . CLEAR 3'-2" 2,43 none >: ne Row of "H" :`; .y' Block Above r" 5'-2" 4'-O" 2,1*3 none 2,#4 none Precast Lintel 1 Additional 6'-4" none 1 1 #5 bars , -1'-O" 6'-2" 2,45 none 8FI6-IB/IT 8FI6-I13/2T 1'-10" T-O" 2,#5 none NOTES: I. min. coverage of steel=1.5" 2. min. bearing required & ea. end=8" ALL reinforcing steel is grade 60. 3, standard for reinf. steel=ASTM A616 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) L_iNTEL_ SCHEDULE Mark Window or Door Width LinteSize I Cast -Crete pecificat on Rows of "H" Block Above Steel m Size Steel Size Max. Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load PLF) L22 2'-2" V-0 BPS-OB/IT I #5 3049 1569 1024 L31 2'-6" 2'-Su 3'-I" 4'-0" eF8-OB/IT I #5 25M 1343 163 1_45 4'-5" 5'-10" BPS-OB/IT I #5 1105 909 339 LBO 5'-0" 6'(a" eFe-OB/IT 1 #5 1238 835 121 L60 6'-8" T-6" eFe-OBAT I #5 1011 "121 534 L80 8'-0" 9'-4" 8F8-IB/2T I #5 2 #5 152 591 512 L90 9'-O" 10'-6" 8F8-IB/2T I 1 #5 2 #5 643 530 401 L90B 9'-0" 10'-6" 8FI6-IB/2T ONE 1 #5 2 #5 1533 1183 401 LIOO 10'-0" II'-4" 8F8-IB/2T 1 #5 2 #5 582 494 452 LIOOB 10'-O" II'-4' 8FI6-6/2T ONE 1 #5 2 #5 1366 1028 452 LI20 12'-0" 13'-4" eF8-IB/2T I #5 2 #5 411 428 324 L120B 12'-0' 13'-4" 8FI6-I13/2T ONE I 1 #5 2 #5 1015 110 324 L140 14'-O" 15'-4" 8FI6-I15/2T ONE 1 #5 2 #5 1250 609 259 L140 16'-O" IT-4' 8F8-IB/2T 1 #5 2 #5 300 192 194 1_16015 IV -Om IZ'-4" 8FI6-IB/2T ONE 1 #5 1 2 1 #5 950 BOO m4 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WiTH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LiNTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. 12 Simpson HETA 20 or equal 4 1 hurricane anchor at each truss with (10) IOd x 1 1/2" nails __\ ( 24" o.c.) supporting Max. Ie101bs. uplift Aluminum Drip Edge ✓I Fascia Poured Concrete or concrete block wall Poured Concrete concrete block wall \\ii Concrete Anchors Per Manufacturers Specs e Anchors Per :urers Specs 1/4"Max. Flush Mounted Shutter Detal Flash and Counter f lash Nail ledger to gable end truss with (2) IOd ils at each web Aluminum Drip /111 Edge t Fascia 1/2" thrc stucco on 3/8" hi —rib lath attached to horizontal and vertical wood 12" framing with made or staples to provide 2" x 6" Sub-FasGl no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members Kaycan full o vent vinyl soffit installed using 1/8" dia shank x 15" long gale. rooFrng nails with 3/8" dia. head per product approval — see chart sheet #1 12" x 12" concrete column block Filled with concrete and (2) #1 bars vert. tied__ — into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of footer 16" below finished floor :s =- I � Ri14' 5/8" thick light textured stucco on typical concrete block construction Varies - see plan 45 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Aluminum Panel Sizes per manufacturer - See Typical Stud Detail 1/8' x 3/32" Wing Nut w/ appropriate washer and spacing per manufacturer's Details n r m � m I Stud Detail Stud w/ Die Cast Zrnc Nickel Plated Wing Nut nts Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOc nails at each truss PRE-ENGINEEi�ED W 8 24"o.c. TYPII ( shop drawings by man \R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitut precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drywall over I" x furring strips at 16" o.c, with R4.1 Pi -full Insulation on typical 8" Block walls All drywall to be installed per FBC R'1C and shall meet all pertaining ASTM codes co Mortar to be Type "M" only proportioned and Mortar Joints shall comply with FBC Provide Dur-O-Rock at all wet areas (e Fill cell with concrete and (I) #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings Step per foundation plan 4" concrete slab with fibermesh OR s 6"x6" #10/10 WlI on 6 mil Visqueen over Slope per foundation plan `r clean compacted termite treated fill 7. — IIII IIII IIII IIII II'�IN 1j1 FI IIII_ �iii1 F3 T Kcal Secticn at Front fi orc� Scale : 1/2" = 1'-0" W ood Base Simpson META 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8' dia. threaded rod with min 12" embedment t ).Ali - N +,-- M. into beam either wet set or in epoxy with hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift Provide downspout Braden t Braden AIA, PA Wgnne - Corp. MODEL: Date Drawn : Revisions : Sheet Comm Architects Planners _Building 6-23-11 411 S.E. Coconut Avenue Tel (1 12) 287-8258 THE WINDSOR R�,A� Drawn by: : Fax . (112) 281-8283 F o R C H CCU. E-mail: bradenaia8comcast.net Stuart,.FL Spanish Lakes St. Lucie Countt� Florida6 RIGHT Checked bg: 34996 #AAC000032 BOLERO ID. R-S. OF 5 Filp C()y PANEL "A" Poles BR Load Wire Description circ# circ# Description Wire Load BR Poles 2 40 1.0 kw #a A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 6 Range #6 12.0 kw 50 F2 I 8 1 20 1.8 kw #12 Pump 9 10 1 Dr er #10 5.0 kw 30 2 11 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave ►5 16 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw 412 Kitchen S.A.C. 11 18 Recepts #12 20 I 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 ► 20 IA kw #12 25 26 Recepts 412 20 1 1 20 1.92 kw #12 21 28 Recepts #12 20 1 1 IS #14 General Lighting 29 30 Recepts #12 20 1 1 15 #14 General Lighting 31 32 Recepts #12 20 I 1 15 #14 General Lighting 33 34 Exterior GFCI #12 20 1 1 15 #14 General Lighting 35 36 Bathroom GFI #12 20 1 1 20 #12 Smoke Detectors 31 38 General Lighting #14 15 I 1 20 #12 Bathroom GFI 39 40 General Lighting #14 15 I s are 41 42 1 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3 watts sq. ft.) .Small_ _A.ppllance. Circuitls>....... _ Range......................................................... .Refrl.gerator ................... .... .......... ....... Microwave .... .................... ........................ I ................ Dish Washer ................................................................. Clothes Washer ................................................................. ,Clothes, Dryer ................................................ Water Heater Water Pump ................................................... ,Garage. Door .Opener ................... 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1,200 1,200 1 1,500 1,500 1 1,200 1,200 1 1,200 j,20Q 1 5,000 5,000 1 41500 1 1,800 1,800 810 1 810 Total Watts 3-1,415 First 10000 Watts 61100% 1 10,000 10,000 Remainder 2i,415 e40% 1 O 10,966 Electric Heat or A/C 10,000 965% 1 10,000 10,000 Calculated Load Watts 30,966 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical SUmbol Le d S Single Pole Switch ® Recessed Can Light �. Double Pole Switch ® Eyeball Recessed P$ Push Button Switch Exhaust Fan Duplex Outlet -- Ceiling Mounted Light Special Receptacle C- Wall Mounted Light W Waterproof, ground fault interrupter PC Light with Pull Chain (attic) ® I Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector Flood Light Q Thermostat Electrical Panel ® Central Vac Electrical Meter ® Smoke Detector Ceiling fan TD Television Jack Telephone Jack A Disc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light 3PKR Speaker Hook -Up F11 Intercom ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: I. Use copper wire only, no aluminum. 2. Provide and Wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. S. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WF/GFI protected. 1. Recessed cans to be installed per NFPA requirements, S. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 10. A/C Refriggerant lines that are run thru slabs must be sleeved in PVC II. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical contractor, the completed system shall be fullg operative. 13. Contractor shall pay for all fees, permits, testing, and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. 16. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year from closing sale or house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that may have been damaged. 17. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. #2/0 Aluminum feed I ii' Conduit -_ 2"PVC (FPL 2" Bare #6 coppe wire to #5 cont. rear in slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction 19. The electrical system shall be completely and effectively grounded as required by the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected bg others. 23. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 3 TON SEE MANUAL. "J" and Energll Calculation for Unit info Install oulet under disc. - not shown for clarity M E C H A N CAL LAYOUT O= THERMOSTAT LOCATION SCALE: 1/,4 " = 1'- O " ELEC7R�C�4L FL/--�N_ Post Light with C SCALE: 1/4" = I'-C" Photocell Center Post Light 6 Attic Venting Calculations between driveways E - R Wire For Front Post Light Braden It Braden AIA, PA �Ur• nn� Building Corp. MODEL: Date Drawn Revisions Sheet Comm # ' Architects - Planners 9-23-I1 411 S.E. Coconut Avenue Tel : (112) 287-8258 T H E WINDSOR REAR F O R Drawn by: C C C u_ Spanish Lakes p _ Fax : (�112) 281 8283 E-mail: bradenala comcast. net R i G H T . Checked by: Stuart, FL 3,4994 UAAC000032 St. Lucie County Florida L BOLERO OF 5