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HomeMy WebLinkAboutBuilding Plan5/8" 11 finish 5/8" thick cut coral finished stucco bands LEFT ELEVATION Gulf Coast Supply and MFG 5v Crimp Metal roofing FL WILSIJ2 26 ga. Sv crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with sell' 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 labs fastened with corrosion resistant- tin ran. an,l i •7c" .,, rk—L. _.J_ SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651,12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with sell' sealing washer at 12" o.c. max spacing over ASTM O (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion_ resistant tin_ caps and wrt.h 1.25" ring,shank nails ..�n�a.l /�� e♦ III I _J .... _J i n 12" 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 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 12 4 1 SLOPE INL■J 5/8" thick x 8"w cut coral finished stucco bands 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 411651.12 26 ga. 5v crimp metal roofing attached to pigwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM O (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 12 EA. COP` WE 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through 12 one lager of IS lb felt using 8d nails. Substrate to be 19/32" COX Plgwood nailed at C o.c. SLOPE 4 -2 in field and edges with IOd ring shank galvanized nails into truss webbing. 12 4 SLOPE B'—I" BEARING 8'—I" BEARING w cut 3 EGRES PER 3 Q O IHI ®®® � 2' ®®®® bands----------------------------------------------- ®® . ®® O ®®® ®®® . — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — '—O" — — Finished Floor ®® A T ® ®®®® O'—O" = Finished Floo 5/8" — — _ thick light textured stucco on tgplcal concrete block construction RIGHT ELEVATION FRONT ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 2" x 4" top plate base -board 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" c.c 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"xC #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill nterlor Non—Bearina Partltlon ST, LUCTE COUNiY REVIEWED FOR CO BDICbTN�, DIVISPON NC NC REVIEWED BV DATE q _... PLANS AND RMIT MUST BE KEPT ON JOB SITE OR NO tNSPECTION(5) WILL BE MADE 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: Sth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: it Wind Velocity: 165 mph ultimate Mean Roof Height: " ll'- Roof Pitch: 4:12 Internal Pressure Coefficient: ±0.18 Subjectabilitg to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.6 = 0.126 ASO design Load Combination: ASCE 1-10 Section 2.4 OL+LL; DL+O.6WL; O.6DL+0.61DL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20A /-32.6 psf Roof Zone: 2_ +20.6/-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/-38.1 psf Wall Zone: 5. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3oaf Shear Walls Considered for Structure? Yes Continuous Load Path Provided?Yes Are Components an Cladding Details Provided? Yea Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X Bg Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: -A- psf FLOOR DEAD LOAD 1O psf JOn ADDRESS. X\1 -2 'TCH ® = Roof Zone I Walls Zone 4 = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 (FLOOR FLAN 4" Recess top plate 6"w x 3/8"d 411 for steel support angle Counter top - verify type with contractor TYPICAL NOTES: SCALE 1/4" = 1'-0" CR 4SH POST DETAIL See detail on this a set N.T.S. 1. Contractor t0 verify ALL notes and dimensions prior t0 36" high by 4" diameter pproceeding with work. 9 steel crash post. Floor Steel countertop support angle Flange with 4 - 3/8" Install 6" from each end and Base cabinet 2. Contractor to STRICTLY enforce ALL OSHA Requirements. q expansion bolts Into one in center of counter. see angle detail 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksl steel late) p z" x e" wood studs a minimum 1,400 P.S.I. fiber stress. 6" 1/2" drywall at 14" o.c. 4. No dissimilar metals to touch. 2%' 2h" 2" x 8" PT wood plate S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. '/z" '211 ALL Concrete used for vertical filled cells, cont. tle beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 0) O KITCHEN ISLAND FRAMING DETAIL 6. Drywall at ceilings shall be leveled and attached to bottom chord Of trusses with screws per FBC R702.3.5. 2'/z' Attach buck to block wall with 1. ALL wood in contact with concrete shall be pressure treated. ° ° 114" dia. Elco conic screws with min.1 1/4" penetration at 12" o.c. max S. ALL wall dimensions are nominal and not finished wall or stud dimensions. yz" and 4" max from each corner thru 2" G" PT Buck 9. ALL plumbing fixtures to be low flow. Exterior face x of wall 10. Contractor to Provide Drain at water heater in accordance arias with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for 98 Wood screws thru jamb into buck handicap accessibility requirements. 2 ja" 2 jz' at each hinge and 15" o.c. max and Detail at Door prior to door attachment 12. Lowest finished floor to be set by Governing Building Department 6" /' NTS surveyor t0 Set in field. 13, Separation between residence and garage shall be per FBC R302.6 INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND A. Door between garage and residence shall be 1-3/'4"t 20 min, rated door BLK iLL STAL A IONRIOR TO BUCK N W-H. = Water Heater E� thrtapuk into Install windowswith block 1 1/2" penetration at 6" o.c. max. 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 pper FBC R302.9.1 from each onJamba a d0.' o o.camax. 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 Exterior face at at head and 911I per product approval 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant of wall Back to be I" x 4" PT flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation varies 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. Gyypsum board material shall conform to ASTM C36, C19, C415, C514, C00, C931 I"x4" P.T. Buck nailed to C40, C1002, C104-1,C1111, C1118, C12-18, C1395, or C1396 and shall be installed block with case hardened nails Detail windows to according to the following: (FBC R102.3.5) 11 11 at prior window attachment Masonry Beam Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for drywall Spacing installation of into Maximum Nails Screws wood framin members g 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/44" head OR 0.098" diameter x 1 1/4" long /2 annular -ringed or 5d cooler nail OR Walls Either 141, g° I6" 0.080" dia. xx 1 5/8" long with Direction 15/G4" head OR Gypsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" lloong with 19/64" head O 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail e Walls Either 16" 8. 16" 0.092" dia. xR 1 1/8" long with Direction 1/4" head OR Gypsum board nail 0.0915' dia. x 11/8" with 19/64" head. I x 6 P.T. Buck nailed to NTS block with case hardened nails prior to door attachment Install SGD thru buck into Z: ;�' block with 3/14" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 2C." o.c. max thereafter at head per product approval p O a 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 I" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door 19. ALL ceramic the surfaces Installed shall conform to ASTM A108.1 thru A108.6, Masonry Wall __Tism A108.1, A118.1, A118.3, Ala6.1 and A13-1.1 M. v2" r 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall .' Bottom Track Typical Flooring be used as backer for the wall tile in tub areas and wall panels in shower areas. Sill Install SGD thru buck into 21. insulation including facings such as retarders or vapor permeable members installed block with 3/16" tap -con with S l i d i n Door Detail I from penetration at ." max, within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics 9 from each corner and 20." o.c. max shall have a flame spread index not to exceed 25 with an accompanyin smoke thereafter at Jambs per product approvaIjamb developed index not to exceed 45O when tested in accordance with ASTM E 84, At Masonry Wall NTS 111SUlatlon shall comply Wlth F.B.C. R316. Gulf Coast Supply and MFG 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 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" D.C.) supporting Max. 4I-- 1810lbs. uplift 12 PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings bg manufacturer) Aluminum Drip -� Edge t Fascia R-30 blown fiberglass in bottom chord of trusses 1/2" drywall with smooth finish 2" x 6" Sub -Fascia k:agcan full o vent vinyl soffit installed using I/8" dia shank x 15" long gals. roofing nails with 3/8" dia. head per product approval - see chart sheet ill Two rows of beam block filled with concrete and (U #5 bar cont. in each row. Substitute recast lintel filled with concrete and (1) 45 �ar cont. for bottom row over openings 1/2" drywall over I" x furringg strips at 16" O.C. with R4.1 fl-foil insulation on typical 8" Block walls 5/8" thick light textured stucco on typical concrete block construction = ro 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 R601.1 and Mortar Jonts shall comply with FBC RLO1.2.1, Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ 30" overlap at each frlled cell Wood Base Fill cell with concrete and (I) 3*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 Vxb" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Grade •r II1-IIII-IIII . I IIII �I�II1111- -IIII-I IIII111 IIII - 1!4" x 14" Concrete footing 14" uith (2) #5se bbars ars atont. an oc.#5 TYPICAL SECT IO>�l Scale : 1/2" = 1'-0" Window Schedule Mark Size Rough Open. Window Descrl tion PRESSURE ZONE I. 4'-5k°x 4'-6 %s" 54ke"x 54V' Single Hung ZONE 4 2. 6'-2%9"x 5'-3 %" 15" x 63 %;' Single Hung ZONE 4 3. 2'-2" x V-2'/2' 21/2"x 38%a" Single Hung ZONE 4 4. 3'-I" x 5'-3%' 38" x 63 %4" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint Imullions per elevations. LL windows to withstand pressures in permit info box on sheet 1 LL Windows in bathrooms to be tempered Al rough opening dimensions to be verified by contractor wl h manufacturers specs prior to construction Door Schedule Mark Size ROUL 1h ot)ening Door Descrl tlOn PRESSURE ZONE 9'-0" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 3'-0" x 6'-8" 41"'/4' x Wo" Fiberglass Panel - Inswing ZONE 4 G'-O" X 6'-81, 14" x 81 %" a ;�;°`„° Sliding Glass Door ZONE 4 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -BI-Fold Finished 24" x 81 %," X-0 X 6'-8" Solid Core - Wood - 6-Panel li 5'-0" X 4'-8" Solid Core - Wood - 6-Panel - Bi-Fold 2'-8" x C-8" x 1%" Solid Core Wood, Steel, or Masonite Door if 2'-8" X 6'-8" Solid Core - Wood - 6-Panel 2'-6" x 6'-8" Solid Core - Wood - 6-Panel - Br -Fold b GARAGE WITHSTAND A wi LL Exterior doors to withstand pressures stated in permit info x on sheet #1 DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I I rough opening dimensions to be verified by contractor h manufacturers specs prior to construction I Ln ,T to 12" Verify attachment hole location with GC prior to fabrication 3/e" thick 6 steel bracke COUNTER TOP BRACKET DETAIL N H Z"- O 35'-0" 2" 8'-10 %2" 12" 8'-10 %2" 0IF .11 Filled cell under p PORCH girder above O OD WIRE LATH t STUCCO CEILING O I I I 8'-0" to 9'-8" A.F.F Vaulter{ Ceiling GREAt ROOM I I I 1 r " I I I I 8'-0" to 9'-8" A.F.F Vauted Ceiling DINING ROOM 3/8" thick steel counter overhang EGRESS 13'-II" MASTER zclq E=ROOM za 8'-0" A.F.F. Flat Ceding �i Rod t Shelf n F 4„ -uOICUOSET ac I I------ ICI Rod t Shelf if 0 31„ WASHER DRYER 2" in LAUNDRY i Vanity to be/f 34 " 2yhigh counter tops to overhang wall 1.5" r II 5'-3" 4" 1!dPP.�I��PCIh•PAOuJP.•flfJiCJSiiiCTl•'•CA•dTldSSL6•dh 51h Wu4^P�4uhL155 ���u.•i! . R-II Batts Insulation r - - --- 22" x 54" Attic Access with light -----J 8'-0" A.F.F. Flat Ceiling ARAGE ] Block wall in p garage to be ry struck block 4 - - - I I ------------- I I I I I I I I I I I I I I I I I I I I JO D O C 2'-8" 9'-0" 2'-8 Lu ta/� q> / I'QQI v! 1 0 6'-4" Vanity to be 34 i2"high, 0 ul 9'-5" ° O a al H SECOND BEDROOM 8'-0" A.F.F. Flat Ceiling 2'-8" R-II Batts Insulation 8'-0" A.F.F. 150 Amp Flat Ceiling Panel II GARAGE Block wall in O garage to be ty truck block 13'-O" I r----------------i I I I I I I I I I I I I I I I I I I I I I I lO C N I Meter and panel" on either aide of house field verify service location O O 9 O 2 8 Square Footage Breakdown Total A/C Space = 1,608 sq. ft. Covered Porch Total = 264 sq. ft. Garage = 518 sq. ft. Total Cubic Ft = 12,864 Under Roof Total = 2,324 sq. ft. TURA I. 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 FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 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. DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 471 PSF BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. II. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 12, (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 FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 13. BUILDING CONSTRUCTION 6 TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. ATTENTION OF THE ARCHITECT. 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER 16. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR I�. FOUND/470N FL/4N ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, & A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL, ALL DOWELS, SLEEVES, CONDUITS, INSERTS, SLOCKOUTS, 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. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSi OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE 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 notatlon 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. \/erlfy all recess thickness at Showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 48 bar vert. at -48" O.C. max. Provide (1) filled cell on each side Of openings up to 5'—II" wide. Provide (2) filled cells on each side of openings from ( —O" to 91-11" and Provide (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-38 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2 if concrete protection at beams for ALL reinforcing bars. Gr #5 bar vert. w/ 30" overlap - at each filled cell TYPICAL rIONS 4" concrete slab with flbermesh OR Cx6" 1*10/10 WWM on Io mil Visqueen over clean compacted termite treated fill 14"w x 14"d conc^ete monolithic footing with (2) #5 bars cont. 14" TYPICAL FOOTING DETAIL J SCALE 1/2" = I'--O" 4" concrete slab with fibermesh OR 6 x6 1*10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per Q' foundation plan d. 101, (2) 45 bars cont. bottom steel 12" DETAIL AT GARAGE STEPDOWN 12" x 12" concrete column block filled with concrete and (2) #i bars vert. tied into lintels above Top of Tooter 14" below finished floor SCALE 1/2" = I' Verifg house slab height in field 1� 30" rl r= �I COLUMN FOOTING DETAIL SCALE 1/2" = 1'- 0 Thicken edge to 8"x8" with concrete and one #5 bar continuous GRADES O SCALE: I/4" = 1'-0" FOOTING SCHEDULE Mark size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS Q 30" x 30" x 16"p COLUMN FOOTING WITH (4) #5 BARS EACH WAY F4 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB ® 0'-0" 4" concrete slab with flbermesh OR 6"xC 410/10 LUWM on 10 mil Visqueen over clean compacted termite treated fill 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 O (��L1�e�IL��I81Qi]Y --,,SEE TYPICAL ECTIONS 4" concrete slab with flbermesh OR 6"x6" #10/10 WWM on 10 and Visqueen over clean compacted termite treated rill O'-O" e F.F. OL �— III(III=1 14% x 14"d concrete monolithic footing with (2) #5 bars cont. 14" I4ARAGE CURB DETAIL 01,i1 L.)= I/ I/ = I - 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured tr wood iamb per manufacturer's product approval Garage Door Jamb Detail PRESSURES STATED TO WON INARAGE PE MIT INFO BOX SHEET #IITHSTAND . SEE PRODUCT N T S APPROVAL FORM FOR MANUFACTURER MAKE AND MODE[ Termite Protection for New Construction. Soil treatment used for subterranean termite prevention Inside the foundation perimeter shall be done after all excavation, backfilhng 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 6y 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. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS Filled Cell Masonry Column With One 45 From Footing To Beam Each. Conic. Fill To Be 3000 PSI See Floor Plan For Location E IE 2" 12" -10 15'-3" 12" x 12" concrete column block filled _T with concrete and (2) 41 bars vert. tied into lintels above °O 00 ��� i1ii00 OD T FI - Filled cell under _ girder above p I FI W o LH p Rear Porch Slab to - FI Q be poured separately I I from House Slab. L 0) I I N I Thicken footingg "d to E x 24"L r filled I cell E Ner bearing. LL Rear PatioID be flush with bottom or sliding door recess. Slope I" Vnp o4" concrete slab with fiber H.B. 6 x6 10/10 WWM on 6 mil Visqueen over I clean compacted termite treated fill I O EI I o rLUASHER OIE I I DRYER �- FI I F- �I IO i Ii I _i —i 0 FI r o � L6= I I I DW I® I - I I `- � I E I I i I 4" concrete slab with flbermesh OR 6"x6" 410/10 WWM on 6 and Visqueen over I clean compacted termite treated fill I MICROWAVE O O I NON -VENT REF O �38" CLEAR 2 OPENMG � I H.B. O o------ --------� W.H. I i-- ----- 2 J O Steel Ballard I I I I v I A# C I I W I I I Ir tV� �I I 1 �I I o N I E Q I I UI I �m 1 2UJ I I oD I I I Cn I u_ FI I I C I L--m ----L " I E E E °E i CL sr Oo I I F_ 6 Q I Q — 00 E O OE — EO 11011 Recess for IEI IOE garage LJoor 9'-0" 2'-8" „ 6'-4„ 2'-8„ 91-01, 2,-8, Double Filled Cell Column m NTS Braden t Braden AI'A, FA UJgnne Building Corp. MODEL Date Drawn Revisions Sheet Architects - Planners 5- 9-1-1 Comm 41I S.E. Coconut Avenue THE MAJESTIC REAR Drawn by: 4B Tel : (172) 281-8258 PORCH( Fax : (112) 281-8283 Spanish Lakes LEFT Che:ked b E-mail: bradenaia comcast. net St. Lucie Count Florida g: Stuart, FL 34996 UAAC000032 y E R-B- OF 5 ROOF SHEETING ATTACHMENT DETAIL L 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 Provide #5 bars with min. 48 bar provide #5 bar set in pre -cast diameters ove la t b T overla ROOF FLAN Scale : I/2" = 1'-0" Strap truss to wall using Simpson MGT wit 5/8' dia. threaded rod with min 12' embec into beam either wet set or in epoxy with in o eam. le lintel into beam where length of (22) IOd nails into truss. Add blocking to filled cell steel into continuous the opening calls for it. if truss leg ber detail on this sheet beam block steel. Provide Cast -Crete — - -. - - Overhangs at I -O - Roof pitch at 4:12 - Truss shop drawings unless unless to be Otherwise otherwise provided noted On this sheet noted on this sheet bg manufacturer 8U8-OB/OT precast lintel set in mortar _ - Ang changes t0 this plan shall be Submitted to the Min. 8" Bearing - -,- - - - - - - - - - - .;::•.:;,,:x,,::;;;:�,..::,.1 architect for approval in writing prior to starting construction. ALL TRUSS TO TRUSS CONNECTIONS BY Q TRUSS MANUFACTURER Architect to review Truss Shop Drawings Prior L90B Provide PT Buck I.s..' W ,,::,, to construction for lagout and uplift verification = attached per iamb leteda into filled cel r<'-- , Poured Felled Cell - Contractor to provide for Form Board Surveg and to provide I ! Form Board Surveg to Truss Compang prior to truss construction 4" Pre -cast Sill Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie !" '1 filled cell steel into continuous footer steel. Ke Area Edge Field Fastener Pressure _� j I" 241' Zone i 11 6 611 Sd ring shank 45 psf ( �'� Concrete Anchors Per racturers specs to Zone 2 " 6" 8d ring shank l6 psf ` concrete black/4'Max. Poured concre;*2 x Zone 3 „ „ 4 8d ring shank 84 psf -'�� Concrete Footing t (see footer schedule .J a3 ** Zone 3a 6" 6" 48 wood screw 112.5 psf, T � for exact sizes) O U up stated D E T AIL A T WINDOW OPEN I N G I N Aluminum Panel Sizes CU Q) ** Use Halls or screws based on pressure for roof in permit info box on these plans for zone 3 per manufacturer Q CBS WALL Scale: 1/2" I'-O" 2I/:r See Typcal Stud Detail F- 16 Qa d 1- 0 U) N I i v Va" x 3/32" wing Nut w/ appropriate washer and spacing a3 ll 0 per manuracturer's Details N U op SINGLE PLY REAR GIRDER TRUSS o a ors^ E _ olltact 044' J S L Verify with Plan Nail 2" x ' blocking 1.5' to at 4" mtrus s Concrete 12 "x x m Lintel 12" Column Block l + Q r Install Simpson MGT into wall using N 5/8" die. threaded rod set min. 12" I t i t t into we beam and (22) IOd nails into truss I I i ue,a• < -= Detail �- Poured Concrete or concrete block wall I urs Stud w/ Die Casa Nut Nickel Plated Wing Nut LU T X Reber L4• Reber 48 Bar Dia. ConcreteAnchorsers Per 2. Min. Overlap Column to Lintel Attachment TRUSS BLOCKING DETAIL Flush Mounted shutter [Detail AT GIRDER STRAPPING nuts NTS AT CENTER BEA_POiNT 7/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tgpe 2 felt paper using 8d nails. Substrate to be 19/32 COX 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 411451.12 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 Ib felt underlagment installed with min. 4 side laps and 6" end lens fastened with corrosion resistant tin ca 9 and with 125" rin shank nails Aluminum Drip Edge E. Fascia ?aced 6" o.c. at all laps and two staggeredFlash and Counter p rows 12" o.c. in field. Attach —� deck to trusses using attachment detail on this sheet I flash Additional Precast Lintel #5 bara Lintel Bar Clear u u A u ii B Length Length Span Bars Bars CLEAR 2'-10" 2'-8" I'-6" 2 #3 none I 3'-4" 2'-2" 2,1t3 none 81=8-OBAT 8F8-I5/IT 8F8-IB/2T Additional 4'-0" 3'-10" 2'-8" 23 # none - #5 bars CLEAR'�•' 4'-6" 4'-4" 3'-2" 2 #3 none One Row of "H" ?. Block Above is 5'_4„ 5'-2" 4'-O" 2#3 none •`n 2 #4 more r' �'� Precast Lintel 2#4 none Additional •-__-� #5 bars y-__-- 6'-2" 2,x5 none 8FIL-IBAT 8FI4-IB/2T 8777 7-10" T-O" 2 z5 none NOTES: ALL reinforcing steel is grade 60. I. min. coverage of steel-1.5" 2. min. bearing required 9 ea. end=8" S. standard for remr. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LiNTEL SCHEDULE Window Rows of Max. Max May- or Door "H" Block Gravitg Uplift Lateral Mark Unit Lintel Cost -Crete Above Bottom Size Top Size Load Load Load Width Size Specification Steel Steel (PLF) (PLF) (PLF) 02 T-2" 3'-6" BPS-OBAT 1 #5 3069 IS69 1024 L31 2'-6" 4'-O" 8F8-OBAT I #5 2561 1343 163 2'-8" 3'-I" L45 4'-5" V-10' 8F8-05/IT 1 35 1105 1 909 339 L50 5'-O" C-L" 8F8-OBAT 1 #5 1238 835 i21 LLO L-8" i'-L" or8-OBAT I #5 iou '121 534 L80 8'-0" 9'-4" 8F8-I5/2T I #5 2 #5 -152 591 512 L90 9'-0" 10'-L" 8111118-8/2T 1 #5 2 #5 L43 530 401 L90B T-0" 10'-6" 81=I6-6/2T ONE 1 #5 2 #5 1533 1183 401 LI00 10'-0" II'-4" 8F8-I5/2T 1 45 2 #5 582 494 452 LIOOB 10'-O" ll'-4" 8FI6-8/2T ONE I #5 2 #5 1366 1028 452 LI20 12'-0" IV-4" 8F8-I5/2T 1 tt5 2 #5 1,11111 428 324 L120B 12'-0' 13'-4" BFIL-IB/2T ONE I #5 2 #5 1015 'I10 324 LI, H'-Ow 15'-4" 8FI6-IB/2T ONE I #S 2 tt5 1250 409 259 L140 IL'-O' IT-4" 8F8-IB/2T 1 #5 2 #5 300 192 194 L160B IL'-O" Ii'-4" 8FIL-IB/2T ONE I #5 2 #5 950 50o 194 - ALL LINTELS SHALL BE MADE BY CAST-CRET oNCRETE f CO - LINTELS SHALL BE FILLED SOLID WITH 3000 F�Fl CO - REFER TO CAST-CRETE CATALOG FOR ALL WF ATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTFRESSED. 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 Edge712 Edge E Fascia 2" x 6" Sub -Fascia Kaycan full o vent vinyl soffit installed usingg 1/8" de shank x 1.5' long gale. roof ling nails with 3/8" dia. head per product approval - see chart sheet #1 One row of beam block filled with concrete and (1) 45 bar cont. over 8" precast lintel filled with concrete and (U #5 bar cont. Nail ledger to gable end truss--\ with (2) IOd nails at each web 12 8 4 1/2' thick stucco on 3/8' hrrib lath / attached to horizontal and vertical wood framing with nails or staples to provide no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetr into vertical wood framing members 6/8" thick light textured stucco on typical concrete block construction 95 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be Flush with bottom of � sliding door recess. Step per foundation plan o Slope per foundation plan rr Brace Gable end with 2" x 4" SYP 42 81"t back nailed to bottom of top chords using (2) IOd nails at each truss s W 60 Simpson HETA 20 hurricane anchor .e. e ,I -I I_I-I-I■I—I■ I1Likililligiolmilil -il■ ►1 w7yBI L22 L VAULT A A E u c� W 12 SLOPE BI � N W I BI L31 LU I O. I I tV PRE-ENGINEER4ED WOOD TRUSSES ® 24"o.c. TYPICAL ( shop drawings by manufacturer) Q BI U-I ' \R-30 blown fiberglass I in bottom chord of trusses I I 12 I/2" drywall with smooth finish Two rows of beam block filled with concrete 41 SLOPE and (l) tt5 bar cont. in each row. Substitute I precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings I 1/2" drygwall over 1" x furringg Pi-foll I I strips ai 16" o.c. with R4.1 insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 i and shall meet all pertaining ASTM codes. m Mortar to be Type "M" only proportionedper FBC R401.1 L22 BI and Mortar joints shell comply with FBC RLO1.21 Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (I) tt5 bar vert. (typical). Max. spacing shall not exceed B1 Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR "x4" #10/10 WWM on 6 mill Visqueen over clean compacted termite treated fill HETA 2C I�� 1111III I1111�111111IPII I�I Provide downspout „ FI Tgpicaf Section at Front fi orch Scale : 1/2" = 1'-0" 1 22' x 54" If Q \ Attic Access i with lightLU t I (L i\ `n BI 49° '00 8\O" MAX i BI I I \ I ODp SPACE I I \.. ! T L x � L O� rn a3 L 4— nL EL O L a N a ui Q f] C O l~1I a� d CO 34: E Nury C L � y BI L22 BI Bi ° Q r U BI BI BI 81 0 L90 LLO L90B S N ETA 20 Provide for gutter Simpson HETA 20 Provide downspout hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift 11 niny La Braden It Braden AiA, IAA LIgnne Building Corp. MODEL Date Drawn Revisions Sheet Comm � If Architects - Planners 41l S.E. Coconut Avenue I I THE M A J E S T I C REAR 5-9-11 Drawn by: Tel : (112) 281-8258 PORCH C.C.U. Fax : (772) 287-8283 Spanish Lakes LEFT Checked b 9 E-mall: bradenaia comcast.net Stuart FL 34996 #AAC00003 Z St. Lucie County Florida D R. B OF PANEL "A" Poles I BR Load Wire Description arc# arc# Description Wire Load SR Poles 2 40 1 10 kw #e A/C comp 1 2 AHU #lo 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 L Range #L 12.0 kw 50 2 � 8 1 20 1.8 kw #12 Puwp 9 10 Dryer #10 5.0 kw 30 2 II 12 1 20 1.5 kw #12 13 14 Dishwasher 31:12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave is IL Refrigerator 412 1.2 kw 20 1 I 20 1 1.5 kw #12 Kitchen S.A.C. n Ig 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 Recepta 412 20 1 1 20 0.81 kw 412 Garage Door Opener 23 24 Recepts #12 - 20 1 1 20 Lll kw #12 25 26 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts #12 - 20 1 15 414 General Lighting 29 30 Recepts 412 20 1 1 15 414 General Lighting 31 32 Recepta #12 - 20 1 1 15 #14 General Lighting 33 34 Exterior GFCI #12 - 20 1 I 15 #14 General Lighting 35 36 Bathroom GFI #12 - 20 1 1 20 #12 Smoke Detectors 31 38 General Lighting 414 15 I 1 20 #12 Bathroom GFI 39 40 General Lighting 414 15 1 spa e 41 42 1 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qty. Watts Total(Watts) General Lighting (3 watts sq. ft.) Small A,pplia.rce, Circwt(s).. ........ ..... _ . .... ,Range . _ .. .... .. Refrigerator Microwave ........... ........ Dish, Washer Clot hes„ 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 1500 1500 1 1200 1200 1 1200 200 1 5,000 5,000 I 4,500 4,500 1 1,800 1,800 I 810 810 Total Watts 31.415 First 10000 Watts 9100% 1 10,000 10-0-0-0- Remainder 21,415 940% 1 O 10,944 Electric Heat or A/C 10.000 065% 1 10,000 10,000 Calculated Load Watts 30,966 Volta e 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = ISO Amps ® = JUNCTION BOX TO SUPPORT A FAN 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. 5. 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 NFF`A requirements. 8. AFC( 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 11, 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 fullgg operative. 13. Contractor shall pay for all fees, permits, tes{in 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. I1. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and ir6tall all items for a complete electrical system and provide all the requirements necessary for the equipment to to 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 utlllty and teledhone comoanu_ AM iF2/O Aluminum feed I 'h' Conduit MCB PANEL 2" PVC ( 2' rigid service FPL l to #L copper wire to #5 coot. rebar in slab ELECTRICAL RiSER I I - Contractor shall use AL-CU Landing lugs. NTS - 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 by 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 Vent thru Soffit ANUAL Energy ion info Wire For . Front Post Light WP GFCI MECHt;VCAL 4YCJT O= THERMOSTAT LOCATION SCALE: 1 /.4" = 1'- O " Filled'-cq under O girder alcove ro 0� P€ I / I / 1 / v 1 I I 1 I 1 I 1 GREAT! ROOM 1 I 1 1 \ 1 \ 1 \ 1 ` DINING I \ E)= ROOM I � i �ITCIHE�I N l MICROWAVE NON -VENT REF L �- - O I 3a" CLEAR _ OPENIN � /4"R Steef"Ballard -,-8 r 22" � T 0" I m Attic Access L /with light / / GFCI / GFCI / jGarage Door Opener I I I I I I I I I I I I I I I I a E �w U d U O x, Wa `w Post vE F v� LL 0 MASTER BEDROOM fEM] © lm / 1 � LOSET _wA� DI RYoER LAUNDRY I O \S / \ to t-9Z \ 11 \I to garage (lights with cell Center Post Light on This wall segment 'vJdb Ii SECOND I \BEDROOM 1 ` 1 1\� '111,111 OPTIONAL PANEL LOCATION ca I50 Amp 1 Panel 1 \\\GARAGE GFCI GFCI \ ` GFCI r------=®--------� jGarage Door Opener I I I I I I I I I I I I I I I I Install owlet N under disc. D not shown for clarity U Q 0 I c ELECTRICAL FLA4N SCALE: 1/4" = I'-01' Total Attic Space = 2487 sq. ft. Venting Ratio 1/150 = 16.58 sq, ft. required Provide A Continuous Vented Soffit Braden it Braden AIA, FA LU�nne Building Corp. MODEL Date Drawn Revisions Sheet Comm 4 Architects - Planners 5-9-I1 III S.E. Coconut Avenue THE MAJESTIC REAR Drawn bg: Tel : (112) 281-8258 PORCH C.C.U. E - 1 024 Fax : (112) 281-8283 E-mail: bradenaia8comcast.net Spanish Lakes St. Lucie County Florida LEFT �:hecked bg: Stuart FL 3�49% t#AAC000032 D.R.B. OF 5 a