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HomeMy WebLinkAboutBuilding PlanGulf Coast Supply and MPG 5v Crimp Metal roofing FL #11451.12 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' aide 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 5/8" thick light textured 12 stucco on typical concrete 4 SLOPE block construction Finish Columns with 5/8" thick x 8"w cut 5/8" thick cut coral coral finished stucco bands finished stucco bands LEFT ELEV 70N RIGHT ELEVATION 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. 4' side laps and C end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced C o.c. at all laps and two staggered rows 12" o.c. in field. Attach 7/ a LnicK ugnL LeXLUrea stucco on typical concrete block construction SCALE: 1/4" = I'—O" Gulf Coast Supply and MFG 5v Crimp Metal toofmg FL #11451.12 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" 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 TERMITE TREATNIEN71, EQUIRED a 2 —--- — 12 3 «i� s1iu�V1� GRESS C COVERED PORCH 0'-0" = Finished Floor ---------- --— — — — — —: I 5/8" thick x 8"m cut coral finished stucco bands 12 4 1 SLOPE, 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL $0451.12 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 metalled 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 ata gered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 Ib felt using 8d nails. Substrate to be 19/32" COX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. del ICI I�I'IM M-14 ICI ICI ICI ICI 1�1 ICI ■I ■ 'ICI 1J�1' ICI III ICI ICI I�l ICI � DI,� I�I'III �I�I III; ICI lml 1[01 ll�l ICI JCO71 ICI III 5/8" thick x 8"W cut / coral finished stucco bands F R O N T ELEVATION 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c. base —board ----\ 11 11 / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"xV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non —Bearing Fartltlon nts Braden It Braden AIA, PA Wgnne Building Corp. Architects — Planners l S.E. Coconut Avenue T H E I ND S C 94B Tel (112) 281-8258 W Spanish Lakes Fax : (112) 281-8283 E—mail: Atiiiirt PI bradenaiaO comcast. net 'A499L ttAAt-nnnn 12 St. Lucre County Florida SCALE: 1/4" = 1'-0" ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocity: 165 mph ultimate Mean Roof Height: II'—O" Roof Pilxh:_4:12 Internal Pressure Comae ` i—dent: ±OJB __ rp�p'm:sirs Subjectabihtg to damage from: Weathering: Negligible Termites: Very Heavy Width, of Roof End Zone: 3'-4" alind Speed: 165 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Heiclht:1.21 x 0.6 = 0.`T26ASq desiggnITCH Load Combination: ASCE 1-10 Section 2.4 OL+LL; DL+O.6WL; O.6DL+O.4UJL Components t Cladding Wind Pressure (NET) Roof Zone: 1. +20.6/-32.6 psf Roof Zone: 2. +20.6/-57.0 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/-38.1 psf 0 = Roof Zone I Wall Zone: 5. +35.8/-4"1.8 psf Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3paf Shear Walls Considered for Structure,? Yes Continuous Load Path Provided?Y�es = Roof Zone 2 Walls Zone 5 Are Components an Cladding Detail*' Provided? Yes END ZONE Minimum Soil Bearing Pressure:2.50G>.psi. Presumptive: X By Test: psi This Building Shall Have the Following: ®= Corner Zones APPROVED SHUTTERS: X IMPACTGLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: -52-- psf iROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: --'15— psf FLOOR DEAD LOAD: 1Opsf JOB ,ADDRESS: Model: REAR PORCH LEFT Date 0-awn Revisions Sheet Comm # 5-9-1i Drawn by: _ Q C.C..U. I U Checked by: D.R.B. OF 6 FLOOR PLAN Recess top plate 6"w x 3/8"d 4„ for steel support angle CRASH POST DETAIL see detail on this sheet Counter top - verify type with contractors'-O" 'C4 CorVy TYPICAL DOTES: SCALE 1/4" = I'-O" 1. Contractor to verify ALL notes and dimensions prior to 36" high bg 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 50 ksi steel plate) a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be min. 2,500 PSi concrete. ALL Concrete used for vertical filled cells, cont. tie beams etc.. to ° 12]12 shall be 3,000 P.S.i. concrete and/or 4,000 P.S.I. grout mix °3/8" Drywall at ceilings shall be leveled and attached to bottom chordof trusses with screws per FBC R�102.3.5. 7. ALL wood in contact with concrete shall be pressure treated. ° 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. %" 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 bg Governing Building Department L" surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater I5. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 4SO 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. R316 - see permit info box of code edition 18. Gt� plum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C960, C1002, C1047,C1171, C1118, C1278, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) 1" x V PT Buck nailed to Masonry Beam Drgwall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for drywall into Spacing Maximum installation of wood Framingmembers Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 139a 1 3/8" long with 19/44" head OR 0.098" diameter x 1 1/4" long apinular-ringed or 5d cooler nail �2 OR Walls Either I6" 8" 16" 0.080" dia. x 1 5/8" long with Direction 15/44" head OR Gypsum board nail 0.084" dia. x 5/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/64" head OR 0.098" diameter x 1 3/8" long annular -ringed or bd cooler nail e OR 0.092" dia. xx 1 1/8" long with Walls Either 14" 8" 16" Direction 1/4" head OR Gypsum board nail 0.0915" dia. x 11/8" with 19/64" head. block with case hardened nails / prior to door attachment 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A13-1.1 20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM C1288, C1325, OR C1118 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 accompanyin smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316, Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plgwood 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 L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Sim paan HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" c.c.) supporting Max. 181olbs. uplift Aluminum Drip - Edge t Fascia 2" x L" Sub-F Kagean full o vent vingl soffi using 1/8" die shank x 15" for roofing nails with 3/8" dia. he product approval -see chart 5/8" thick light textured stucco on typical concrete block construction 95 bar Vert. w/ 30" overlap - at each filled cell Grade per let #1 12 4 Wood Base PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings bg manufacturer) eR-30 blown fiberglass in bottom chord of trusses -1/2" drgwall with smooth finish Two rows of beam block filled with concrete _and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 or cont. For bottom row over openings 1/2" drywall over I" x furringg strips at 16" o.c. with R4.1 fi-foll -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" only proportioned per FBC R401.1 and Mortar Jonts 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) #5 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 vxV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill II N.T.S. 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 10 o.c. " x 8" PT wood plate KITCHEN ISLAND FRAMING DETAIL Attach buck to block wall with 1/4" dia. Elco tort 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 aries #8 Wood screws thru jamb into buck at each hinge and IS" o.c. max and n-t Ail Fit Mf)nr prior 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/IL" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20." ox. max thereafter at jambs and 20" o.c. max. Exterior face at head and wll per product approval of wall , / \ Buck to be I" x 4" PT I x4" P.T. Buck nailed to lock with case hardened nails Detail at Window S 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 3/14" 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 I" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment \ fixed door sliding door 1 1/2° Bottom Track 'i Sill Sliding Door Detail At Masonry Wall NTS Masonry Wall ypical Flooring 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 Jambs per product approval Jamb Window Schedule Mark Size Rough Coen. Window DescrilAlon PRESSURE ZONE I. 4'-5Aa"x 4'-6 %a" 54%a"x 54Ye" Single Hung ZONE 4 2. 6'-2 /a'x 5'-3 %' -15" x 63 %;' Single Hung ZONE 4 3, 2'-2" x V-2%2" 21%'x 38%" Single Hung ZONE 4 4. V-1" x 5'-3'/e" 38" x 63'/4' Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint LL windows to withstand pressures in permit info box on sheet 1 Aind mullions per elevations. LL windows in bathrooms to be tempered l rough opening dimensions to be verified bg contractor wi h manufacturer s specs prior to construction Door Schedule Mark 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"%' x 83%+" Fiberglass Panel - Inswing ZONE 4 6'-O" X L°-8" 14" X 81 %2" eceeetom Sliding Glass Door ZONE 4 2'-0" X C-8" Solid Core - Wood - L-Panel -BI-Fold Finished 24" x 81'/' 2'-6" X 4'-8" Solid Core - Wood - I. -Panel 5'-0.. X 6'-e" Solid Core - Wood - L-Panel - BI-Fold 2'-8" x C-8" x 1 %q' Solid Core Wood, Steel, or Masonite Door 2'-8" X 6'-8" Solid Core - Wood - 6-Panel 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - BI-Fold b GARAGE WITHSTAND Al wi LL Exterior doors to withstand pressures stated in permit info x on sheet 41 DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 rough opening dimensions to be verified bg contractor h manufacturers specs prior to construction Verify attachment hole location with GC prior to fabrication 3/e" thick steel brack COUNTER TOP BRAG-KET DETAIL Square Footage Breakdown Total A/C Space = 1,153 sq. ft. Covered Porch Total = 212 sq. ft. Garage = 459 sq. ft. Under Roof Total = 2,484 sq. ft. x 14" Concrete footing 14" �/�N 14" with (2) #5 bars Cont. and #5 T Y P I C A L SECTION tfansverse bars at 48" o.c. Scale : 1/2" = 1'-0" STRuc DOTE 1. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS PROPER ENGINEERING DATA FOR DESIGN. 2• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10• DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 41 PSF BE 3000 PSI OR 4,000 PSi GROUT MiX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 91 EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS, NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 11. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, & GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 12. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, 5• SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILLIS BROUGHT FILL TO SPREAD iN 12" LAYERS AND MACHINE COO A 2MPACTED TO A MINIMUM OF 500 PSI IN AREA OF 13. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" BEAMS: I-I/2" 6 TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. I5. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER I6. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR NOTED OTHERWISE. 17• ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE ,4 N PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Any 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 any 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 ri'�'� to 5'—I1" wide. Provide (2) filled cells on each side of openings from pI tIt to 9111H and Frovide (3) filled cells on each side of openings from 10'—O" and Up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24 o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction -1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-3S specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2 It concrete protection at beams for ALL reinforcing bars. #5 bar Vert. w/ Thicken edge to 8"x8" " SEE TYPICAL SCALE: 1/4" = 1'-0" FOOTING SCHEDULE Mark Size DewripUon FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 14"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 30" x 30" x I6"p COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"w x 8"0 THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS FS 14"W With x I4"D Curb at Garage I MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB s 0'-0" F6 12"W X IS"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 30 overlap ECTIONS with concrete and 4" concrete slab with fibermesh OR at each filled cell one #5 bar continuous 6 x6' #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 4" concrete slab with fibermesh OR GRADE / Cx6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill a�• Grade 14% x 14"d concrete monolithic footing with (2) #5 bars cont. 14" f- I / TYPICAL FOOTING DETAIL J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill / #5 bar cont. 12" x 12" concrete column block filled with concrete ' and (2) 41 bars Vert. tied into lintels above Top of rooter 16" below finished floor SCALE 1/2" = I'-O" Verify house slab height in field PORCH SLAB EDGE DETAIL #5 bar Vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ Grade � E _ �- 30"x30"xl6" concrete _= column footing with (4) _� #5 bars each way 3 OLUMN FOOTING DETAIL SCALE 1/2" = 1'-0" SCALE 1/2" = I'-O" \SEE TYPICAL ECTIONS 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated rill — III —III 14% x 14"d concrete monolithic footing with (2) #5 bars Cont. 14"' GARAGE CURB DETAIL J SCALE 1/2" 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. Termite Frotection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling 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 IS" 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 #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI Filled Cell Masonry Column With One See Floor Plan For Location #5 From Footing To Tie Beam Double Filled Conic. Fill To Be 3000 PSI See Floor Plan For Location ell Column Single Filled Cell COlumn NTS NTS 9 12" x 12" concrete column block filled with concrete and (2) #1 bars Vert. tied L Into lintels above 12" 8'-10 %a" 12" T Filled cell under girder above 0 I ' I ° r 4 p Rear Porch Slab to 15'-3" �4" I FI I W — be poured separately L I WO from House Slab. O I ry I I � I 24"Thwicxken14"fdooxtingg24"toL I O under filled cell I EE OE� Ell) under girder bearing. I r — -- � I FI Rear Patio/Slab to FI be flush with bottom or sliding door recess. Slope I" i II I _i I I I I� I of I 4" concrete slab with fibermesh OR �m 6"x6" 410/10 WWM on 6 mill Visqueen over m $E�� I clean compacted termite treated fill ya I LL I �I EI o I' WASHER DRYER FI I F- EI I� 'I I _i i I-i i a I � I Fi I I u_ U EI I O I� I DW- F- I i ❑I I� concrete slab with fibermesh OR pl 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill MICROWAVE O I NON -VENT l " (] 0 39" CLEAR OPENING I O 0 I W.H. � El E 4"0 See Steel Ballard detail on this sheet I I I W *V1 I I I l i o=1 m W I I I I I IQ o N I I I I E i — — $ a Meter and panel — , Q) J—Dm either side of O E — ouse field verif service location N I IE I� W Std pl p I to N O z I L — ------- _J 4 OE E 1.5" Recess for E EE — — Et---------- EE E 1.5" Recess for — O EE O (Zsarage Door J" inGarage �r Door E2 -8 9 0 6'-V 2'-8" q,_0„ 2,_8., Braden t Braden A1,4, r/A WJ nne Building Corp. MODEL: Date Drawn Revisions Sheet Architects - Planners 5-9-11 Comm # 411 S.E. Coconut Avenue T l I I j j� l j'1 1C o REAR Drawn by; Tel : (112) 281-8258 I W I I �l D J FORCH c.c,u BFax (112) 281-8283 Spanish Lakes E-mail: bradenaia comcast.net StLucie Count FloridaLEFT Checked by: Stuart FL 34. 994 UAAC000032 D.R.B. OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Edge Field Fastener Pressure Zone I 6" 6" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank % psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 6" 6" JU8 wood screw 112.5 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 -i - Provide #5 bar set in pre -cast y 0 F F L,4N lintel into beam where length or Scale the opening calls for it. - O h t 1 i-nit Cii i t 11 t d t e PT Buck ed per iamb into filled ci 4" Pre -cast Sill k ver angs a Un ass — Roof pitch at -4:12 unless O III rwlse n0 e On otherwise noted on t� — Truss shop drawings to be provided by manufact ._ — Any changes to this plan shall be submitted to i architect for approval In writing prior to startin — ALL TRUSS TO TRUSS CONNECTIONS B1 TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification Poured Filled Cell - Contractor to provide for Form Board Survey Form Board Survey to Truss Company prior to Provide #5 bare with min. 48 bar diameters overlap in filled cell. Tie tilled cell steel into continuous footer steel. SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vent. leg of trues with IOd x 1.6 nails at 4" o.c. Verify with Plan \\ I Install Simpson MGT into wall n, 12g Concrete 12°x 12° \\`y 5/8" din. threaded rod eat min. 12" /Lintel ���11 Column Block into wet 6aam and (22) IOd Haile into trues Column `I Rebar to Lintel Rebar 48 Bar Did. Min. Overlap /4ttachment NITS TRUSS BLOCKING DETAIL AT GIRDER STRAPPiNG AT CENTER 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 lager of ASTM D TyyPe 2 felt paper using Sd nails_ Substrate to be 19/32' CDX Plgwood nailed at C o.c. in field and edges with 10d ring shank nails into studs. Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11451_I2 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 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 tt5 bars Lintel Bar Clear u n A,B 11 N Length Length Span Bars Bars ., CLEAR 2'-10" 2'-8" I'-6" 2,#3 none 3'-4" 2'-2" 2,43 none 8F8-OBAT 8F8-IBAT 8F8-I5/2T Additional 4'-O" 3'-10" 2'-8" 2,#3 none tt5 bare CLEAT '•'N"' :- ;•' 4'-6" 4'-4" a`2" 2.43 none ; One Row of "H" 4'-0" 2,43 none ;-M Block Above '"Z 2.44 none Precast Lintel i Additional '� i 6'-6„ 61_411 2194 none #5 bars t� 1'-O" 6'-2" 2,#5 none 8FIL-BAT 8FIL-IB/2T T-10" 1'-O" 2,#5 none NOTES: ALL reinforcing steel is grade X. I. min. coverage of steel-1.5" 2. min, bearing required m ea. end=8" 3. standard for reinf. steei=ASTM ALIS TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHED ALE Mark Window or Door Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above Bottom Steel Size Top Steel Sim Max. Gravity Load (PLF) Max Uplift Load (PLF) Max. Lateral Load iPLF) L22 2'-2" T-L" 8F8-OBAT 1 45 3049 IS49 1024 L31 2'-L" 2' -8" 3'-1" 4'-0" 8F8-OB/IT I #5 25LI 343 143 1_45 4'-5" 5'-10" 8F8-OB/IT I #5 1105 909 339 LBO 5'-0" C-C 8F8-OBAT 1 #5 1238 835 121 1-40 L'-8" T-4" aF8-OBAT 1 #5 1011 127 534 LSO 8'-0" 9'-4" 8F8-6/2T 1 #5 2 1 #5 152 591 512 L90 9' O" 10'-6" SFS-IB/2T 1 #5 2 1 45 443 530 401 L90B T-O" 10'-4" SF14-IB/2T ONE 1 #5 2 '� tt5 1533 1183 401 LI00 10'-0' II'-4" 8F8-IB/2T 1 #5 2 #5 582 499 452 LIOOB 10'-O" II'-4" BFI6-I15/2T ONE 1 #5 2 #5 131.4 1026 452 1_I20 IT-O" 13'-4" 8FB-IB/2T 1 #5 2 #5 411 428 324 L120B IT-O" 13'-4" 8FIL-I13/2T ONE 1 #5 2 #5 1015 110 324 1-140 111 IS'-4" 8FI4-8/2T ONE I tt5 2 #5 1250 409 259 LILO It'-O" IT-4" 8F8-IB/2T 1 #5 2 j #5 300 192 194 LI(OB IC-O" IT-4" 8FIi IB/2T ONE I #5 2 tt5 950 500 194 - 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 RECsARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER III LONG ARE TO BE PRESTREISSED. 12 Simpson HETA 20 or equal 4 hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. 18101bs. uplift � Aluminum Drip - Edge E Fascia Pared Concrete concrete block u Concrete Manufacture chore Per Specs lax. Aluminum Panel Sizes per manufacturer — See Typical Stud Detail 1/8' x 3/32" Wing Nut w/ appropriate washer and spacing `v per manufacturer's Details .063' V a S m � m I Stud Detail Stud w/ Die Cast Zinc NT3 Nickel Plated Wing Nut V 4" Plush Mounted Shutter Detail n t.5 Flash and Counter flash Nail ledger to gable end truQllr\ with (2) IOd at each web Brace Gable end with 2" x 4" SYP #2 aft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEER-2D WO > ® 24"o.c. TYPIC, ( shop drawings by manuf Strap truss to wall using Simpson MGT with 9/8" dia. threaded rod with min 12" embedment _ 1i_na into beam either wet set or in epoxy with Simpson HETA 20 hurricane anchor at each truss Aluminum Drip Edge $ Fascia ' \R-30 blown fiberglass 1/2" this stucco on 3/8" hi -rib lath in bottom chord or trusses 12" attached to harizontel and vertical wood I I 2" Praming with Haile a staples to provideV-1/2" no less than 1-3/4' penetration into drywall with smooth finish I I x 6" Sub -Passe horizontal wood framing and 3/4" penetration Two rows of beam block filled with concrete / into vertical wood framing members and (U #5 bar cont. in each row. Substitute 12 1 I L31 Q Ke can full o vent vin I soffit installed y g precast lintel filled with concrete and (l) #S bar cant. for bottom row over openings II- I I 1GI using 1/8' dia shank x 15" long gaiv.SLOPE / 8' O" MAX roofing nails with 3/8' dia. head per T product approval - see chart sheet #1 5/8" thick light textured 1/2" dryywall over I" x furring I I strips at 16" o.c. with R4.1 fi-fall 12" x 12' concrete columnstucco on typical concrete block construction insulation on typical 8" Block walls I 1 I IODD SPACE block filled with concrete Varies - see plan All drywall to be installed per FBC R102.3.1 I I / I \ and (2) #1 bare vert. tied I and shall meet all pertaining ASTM codes. into lintels above #5 bar vert. w/ ao Mortar to be Type "M" onT proportioned per FBC R601.1 thicken edge to 8'1 SO" overlap and ppyy Provide tOur-O-Roar joints k shall at all l wet t areas (ex. ex. sowers, tubs etc...) L22 BI BI BI L22 with concrete and at each filled cell one tt5 bar continuous BEYOND Fill cell with concrete and Ill Rear Patio/Slab to (U #5 bar vert. (typical). O N be flush with bottom of Max. spacing shall not exceed I sliding door recess. Wood 48" unless otherwise noted r TA 0 N Top of Tooter Base see foundation plan notes for Bi BI Bi BI 1C below finished floor spacing at openings g) Step per foundation plan 4" concrete slab with fibermesh OR L90 L40 L90B 6"xb" #10/10 WWM on 4 mil Vlsqueen over -m Slope per foundation plan 'r clean compacted termite treated fill ETA 20 ETA 20 = _ _ II II I _ _ I _ IIII—IIII IIII—IIII Provide for gutter Simpson HETA 20 11=1 —I IIII=IIII III=IIII=I IIIIIIII=IIIIIIII1 _—III IIII—IIII- I- =IIII—I Provide downspout h anchor Provide downspout at eachtruss ''IIIIIIII—I I =IIII IIII III I—IIII=1 1=1 n —III I" — �I (r24" o1810s1 g so t ng '1=iil ..' �;=IIII= 14 S. uplift TIIII,,;;IITI1i1 ill„ 113 Typlcdl Section at Front fi arch Scale : 1/2" = I'-C" PANEL "Ai, arc# Description Wire Load BR Poles 2 AHU I #10 3.5 kw 30 2 4 Poles BR Load Wire Description circ# 2 40 l.0 kw 48 A/C comp 1 3 2 30 4.5 kw #10 40 gal. water HTR 5 6 Range #6 12.0 kw 50 2 I 8 1 20 1.8 kw #12 Pump 9 10 Dryer #10 9.0 kw 30 2 I 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave IS 14 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw 412 Kitchen S.A.C. 11 I8 Recepts 412 20 1 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 1 20 1A kw 912 25 26 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts #12 20 1 I I5 214 General Lighting 29 30 Recepts 412 - 20 1 1 IS #14 General Lighting 31 32 Recepts #12 20 I 1 I5 #14 General Lighting 33 34 Exterior GFCI #12 20 I I 15 #14 General Lighting 35 36 Bathroom GFI #12 - 20 I I 20 #12 Smoke Detectors 31 38 General Lighting #14 15 I I 20 #12 Bathroom GFI 39 40 General Lighting U14 15 I Share 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) ,General. Lighting (3 watts Small. Appliance. Circult(s). . Range ................ .................. Refrigerator . . . . . . . .. . ..... Microwave..................................................... Dish Washer ......................................................... Clothes„Washer............................................... .Clothes..Dryer.................................... Water Heater ..... ......... .................. Water Pump ................................................... Garage. Door , Opener . ... . . sq. ft.). . . . 11 ................ .. .... . ... . . .. . .. .. .. ......... .......... ................................ . . . . . . .... ......... . _ ... . . . . . ............ ........ , ........... 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1,200 1,200 1 1,500 1,900 1 1,200 1,200 I 1,200 1,200 1 5,000 5,000 1 4,500 4,500 1 1,800 1,800 1 810 810 First 10000 Watts Remainder Electric Heat or A/C 0100% 21,415 e40% 10,000 e65% Total 1 1 1 Watts 10,000 0 10,000 31,415 10,000 10,946 10,000 Calculated Load Watts 30,964 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps Panel Size Required = 129.03 ISO Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light `S•3 Double Pole Switch ® Eyeball Recessed F® Push Button Switch -0- Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle O- Wall Mounted Light wF 1 Waterproof, ground fault interruptef Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cn 1 Carbon Monoxide Detector 112 Flood Light TQ Thermostat m Electrical Panel ® Central Vac r=� Electrical Meter ® Smoke Detector M v/jw Ceiling fan © Television Jack ❑3 Telephone Jack A Disc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light sFxa Speaker Hook -Up it Intercom IFF4= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: I. Use coppper wire onlg, no aluminum. 2. Provide and were all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. G. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. 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 Refrigerant 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 by a licensed electrical contractor, the completed system shall be full operative. 13. Contractor shall pay for all fees, permits, tes ing, 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 of 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. 11. It is not the intent of these plans to show every miner 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. disc. 150 #2/0 Aluminum feed AMP CB 1 h" Conduit �_ PA EL 2"PVC ( 3 TON SEE MANUAL "J" and Energy Calculation for Unit info 2" rigid service PPL l oa tt5#conLpYe6eWi in slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NITS - 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 MECH,4NIC,4L O= THERMOSTAT LOCATION SCALE: 1/4" = I' - O " Vent thru ---Soffit Install oulet under disc, not shown for clarity UP GFCI U Q AiC / WP GFCI LVJ I I I � O I I I 1 / GREATI ROOM I LOSET 1 \ I \ \ WASHER DRYER I \ DINING I \\\ LAUNDRY ROOM I ; �s I II M MASTER BEDROOM I A �1l �(i 0 �i. • 1 i E . r_t -• 6 SIC �7 sv. at^... aoar.•.msyssa.•avta ..•.•.. s......... rar.•.vas•.cva.•.vos.•r.•so❖,;: ®4"0 Steel Ballard See detail on this sheet I / . l 22" x 54" Attic Access- Lwmhygh£ I in _�___� / I OPTIONAL PANEL LOCATION GARAGE / GFC GFCI / i r-------- ®=------I Garage Door 1 Opener I I I 1 1 Wire For Front Post Light 1 1 B \ gt to Latimer \ 11 to garage 1'ghts O Post Light with Photo cell Center Post Light between driveways 1 Uv '\ SECOND 1 `�3EDROOM 1 \ 1 � \ THIRD ---BEDROOM \ op'.m. '.1 WP GFCI GFC� I50 Amp / GFCI Panel r_®--------� Garage I � I Door i Opener I GOLF CART GARAGE 1 E� I I I I GFCI GFCI I I I I ELECTRICAL FLAN SCALE: 1/4" = 1'-O" Attic Ventino Calculations Total Attic Space = 2101 sq. ft.FBC 2309.1 Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit Braden $ Braden AIA, Pro Wynne Building Corp. MODEL: Date Drawn : Revisions : Sheet Comm It Architects - Planners ' 411 S.E. Coconut Avenue Tel wj�y®D REAR 5- 9-11 Drawn by: : (112) 281-8258 PORCH c.c.U_ U Fax : (112) 281-8283 E-mail: bradenaia comcast.net Spanish Lakes St. Lucie County Florida LEFT Checked b Stuart, FL 34996 #AACOO0032 D, R.g. OF 5