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HomeMy WebLinkAboutBuilding Plan5 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 26 ga. Sv 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 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 deck to trusses using attachment detail on this sheet 12 _ SLOPE 4 8'-1" T.O.B. 12" 12" 5/8"thick light textured O o on typical concrete stucco O block construction 0'-0" = Fimshed P Finish Columns with 5/8" thick x 8"m cut 5/8" thick cut coral coral finished stucco bands finished stucco bands RIGHT ELEVATION SCALE: 1/4" = I'—O" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #%S1.12 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 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 \ 12 4 1 SLOPE ' loor �=L�=VATION NOTES: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11481.12 26 ga. 5v crimp metal roofing attached to plywood deck usmq #9 x LS" wood screws with self sealing washer et 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side lops 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. ith field. Attach 64R/14�� 5)Avv�jm " /8" thick x 8"w cut ?ral finished stucco bands "I"^ y.' `v'u' SLw` block construction iVi finished stucco bands REAR ELEVATiON - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof pitch at -4:12 unless otherwise noted - Ang changes to this plan Shall be Submitted to the architect for approval In writing prior to starting construction. - Return ALL Stucco Bands Into Window or Door. a 12 4 1 SLOPE SCALE: 1/4" = 1'-0" 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 L" 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 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb Felt using 8d nails. Substrate to be 19/32" CDX Plgwood nailed at C o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12" 12" 8'-1" T.O.B. 12° 2" o.H 5/8" thick x 8"w cut 5/8" thick x 8"w cut ®® - 3 coral finished stucco bands coral finished stucco bands � o lO 3 ® r7 01 ® .. 5/8" thick x 8"w cut C finished stucco bands 5/8" thick light textured ®®® `. stucco on typical concrete block construction = Finished Floor — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Gara a Fins ed Floor --------------------------- 0'-4" A.F.F. Finish Columns with - 5/8" thick light textured stucco on typical concrete 5/8" thick cut coral LEFT ELEVATION block construction finished stucco bands FRONT ELEVATION SCALE: 1/4" = 1'-0" SCALE: I/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 2" x 4" top plate I/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 L"xL" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill nterlor Non-Bearina Partition PERMITTING INFORMATION NORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: 165 mph ultimate Mean Roof Height: II'-O" Roof Pitch:412 Internal Pressure o� Xcent: ±0.18 Subjectabdity to damage from: Weathering: Negligible Termites: Verp Heavu Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C 1.21 x 0.6 = 0.126 Adjustment factor for Exposure Height: ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; 0.6DL+0.6WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-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/-40.3psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Detai s Provided? Yea Minimum Soil Bearing Pressure:2,300 psi, Presumptive: X By 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: 45 psf FLOOR DEAD LOAD: 10 psf JOB ADDRESS: Date Drawn Revisions ; 4-12-1`I GARAGE Drawn 1,6: LEFT C_C.LI Checked by: ID. R.E,,, 2:i2 1TCH = Roof Zone I Walls Zone 4 EM = Roof Zone 2 Walls Zone S END ZONE Corner Zones ® Roof Zone 3 'FLOOR FLAN AREA CALCULATIONS CRASH POST DETAIL TYPICAL MOTES: SCALE 1/4" = I'-O" N.T.S. Living A/C = 1446 sq. ft. I. Contractor to verifyALL notes and dimensions prior to p Ste high by 4" diameter steel crash post. Floor front Porch _ Rear Porch - I41 200 sq. sq. ft. ft, proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. Flange .with 4 - 3/s" expansion bolts into (3/s't 5o ksi steel Garage = 321 sq. ft. 3. ALL Lumber to be used as Beam, Rafters, etc... to have sla plate) Total Under Roof= :Z108 sq. ft. a minimum 1,400 P.S.I. fiber stress. 6" 4 No dissimilar metals to touch 2v" 22�=" S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete, o" 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/a"rj Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 7. ALL wood in contact with concrete shall be pressure treated. S. 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 F'lorida Plumbing Code. Hi 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 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 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 I6. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per 1=BC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant 1" x G" P.T. Buck nailed to flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment with F.B.C. R316 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C36, C�19, C475, C514, C630, C931 C40, C1002, C104-1,C11-11, C1118, C12-18, C1395, or C1396 and shall be installed according to the following: (FBC R702.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for installation or drywall into Spacing Maximum wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 7 121, 13ga 1 3/8" lloong with 19/G4" head O 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail �2OR Walls Either 16" 81,iv 0.080" di . xx 1 5/8" long with Direction 15/G4" head OR Gypsum board nail 0.084" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" lloong with 19/44" head 0.098" diameter x 1 3/8" long annular -ringed or Gd cooler nail e OR Walls Either IG" 8 10 0.092" dia. xx 1 -1/8" long with Direction 1/4" head OR Ggpsum board nail 0.0915" dia. x 1 1/8" with 19/G4" head. Install SGD thru buck into p block with 3/14" tap -con with 1 1/2" penetration at G" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/I6" 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 i 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 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 be used as backer for the wall the 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 accompanylng smoke ce developed index not to exceed 450 when tested in accordanwith ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 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 underlayment installed with min. 4' side laps and G" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced G" 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 12 with (10) 10d x 1 1/2" nails PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 18101ba. at 24"o.c. TYPICAL uplift (shop drawings by manufacturer) Aluminum Drip R-30 blown fiberglass Edge it Fascia V-1/2" in bottom chord of trusses drywall with smooth finish 2" x G" Sub-Fascia7 Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute Kaycan full o vent vinyl soffit installed precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings using 1/8" dia shank x 15" long gale. roofing nails with 3/8" die. head. per product approval - see chart sheet III 1/2" drywall over I" x furringg strips at 16" o.c. with R4.1 frfoil -insulation on typical 8" Block walls 5/8" thick light textured = All drywall to be installed per FBC R102.3.1 stucco on typical concrete T w and shall meet all pertaining ASTM codes. Mortar to be Type 'M" only proportioned per FBC RG01.1 block construction and Mortar Jonts shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) w/ 5 bar vertoverlap 30" overlap Fill cell with concrete and at each filled cell (b #5 bar vent. (typical). Max. spacing shall not exceed 48" unless otherwise noted Wood see foundation plan notes for Base spacing at openings 4" concrete slab wit- fibermesh OR G"x4" #10/10 WWM on 6 mil Visqueen cver / clean compacted termite treated fill I Grade TYPICAL lT'...;.; ...',, hilllllllllllllll�lllllllill ll 4 111- 111=1 I I=1 I I-1 I I- I''' -i 11 i14, 14" x 14" Concret4 footing with (2) #5 bars font "and #5 transverse bars at 48 o.c- Scale : 1/2" = I'-C" Masonry Beam 2' VTR JIL I I I 21' VTR 14 Master rI Bath I 2' I Lay. I 2- Lev. i 4' 1 2" VTR W.C. JAL I I 2' 3. I sear. Kit. sink I I Kitchen 2 I I Lay. 3' W.G. Bath #2 Shaw. 3" 2- C.O. X7o Septic PLUMBING RISER 1" x 6" P.T. Buck nailed to block with case hardened nails i--I P,9 r{ prior to door attachment � fixed door sliding door 11/2" Bottom Track �I Sill Sll&ng Door Detad At Masonry Wall NTS Masonry wall ypical Flooring Install SGD thru buck into block with 3/IG" tap -con with penetration at G" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5%a"x 5'-3 %8" 54%s"x 63%4" Single Hung ZONE 4 2• 4'-24'x 5'-3 %" 15" x 63 %4" Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 21y2"x 385's" Single Hung ZONE 4 4. 4'-5%"x 4'-2%s" 54%"x 51%" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevatlonS. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction 34'-O" 14'-O" 9'-G" 12° 8'-C .12" °E OO O❑° OO °° N EGRESS E 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above O Covered Porch 0 I 0 _ 12'-8M E ❑ I of of N F)1FI CD11 ==41FI711MI I l l 1 1171 1 1 OE c E MASTER I = U m BEDROOM I ' 8-O" to 9'-8" A.F.F.OD 1- �q w 8'-0" A.F.F. Vaulteld Ceiling n ~LLu) Fiat Ceding o E GREAT Ro�M a- N O I Rod t helf ° I I H.B. Vanity to be ° I c I Not-N N 34 Ys„hig 6 I to I O i1, E C L O E I o 2" x G" knee -wall 8'-0" to 9'-8" A.F.F. O below counter top rr r I I Vaulted Ceiling DINiNG LINEN CABINE Rod half 8 he Y\ Their -' I ROOM C o E � OD �� I Vanity to be O WATH ° 34 %z„high - ® 9y4" 1r-O 3/4„ ° Hi hI Wall iv o = E T g KITCHEN Vent through Dryer wall m O L 1-1/2" I _ 8'-O" A.F.F. Uver-Tsang d - Flat Ceiling HO E I G'-O 10'-5" Upper cabinets to D O iv extend over Ref. 3'-oil e'-I" 1 N 2" filler, es Rno BATH _ 4 enmg - Nonw NaDt Rod 8 Shelf O O R-11 Batts mlaum W.H. u7 N _ 4"10 steel Ballard1 El see detail opirLsJLge� W " I," O c+1 Aitie Ac ass a[ 11 ie Provide auto 1 N I closer with light I 1 €_ E L----- 22" Q _ 8'-O" A.F.F.IT 150 Flat Ceding Amp a 4" - 11' n� Meter Panel d,_O„ m i a] m ri n ©LIDSECOND m� CDE ERGENY BEDROOM N GARAGE E EGRE$$ O -4" A.F.F. EE MTII ° Q Flat Ceiling E E N N = F- O E O r-----------------1 EGRESS E `r Block wall in 1 to be 0 0 O ao O E garage = T struck block 1 I O O - COVERED I I 12" x 12" concrete column block filled P 0 R C with concrete and (2) #1 bars vert. tied i O into Imtels above En I O I E E A oi� of °° EE EE_'T N - EO EO 3'-51, 9'-0" 3'-5" 2'-8" 2'-8" 4'-2" Install windows thru buck into block with 3/I1." tap -con with 1 1/2" penetration at C o.c. max from each corner and 20." o.c. max thereafter at ,Iambs and 20" o.c. max. Exterior face at head and aill per product approval of wall -, / \ Buck to be I" x 4" PT \__�I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT block with case hardened nails ON ALL JAMB, HEADER, AND Detail at Window s prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION NTS Wwnne Building Corp. THe C. rand C Spanish Lakes St. Lucie County Florida • Exterior race Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 114" penetration at 12" o.c. max and 4" max from each corner thru 2" x 0 PT Buck Detail at Door Revisions A ID screws thru Jamb into buck nge and 15" o.c. max and crior to door attachment NTS ? iie Copy a4,_n„ TRUCTURAL NOTE-S I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOiL 9. 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/ L MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. Il. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ LX6 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 FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND 13. MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF BUILDING CONSTRUCTION 6 TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14. 1• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE is. ATTENTION OF THE ARCHITECT. I6. 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 11. FOUNDATION FDL/4N SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 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. 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 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. Verlfy all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" O.C. max. Provide (1) filled cell on each side of openings Upp to 5'-II" wide. Provide (2) filled cells on each side of openings from b'-O" to 9'-II" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 2�" 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 b0, meeting ASTM A-I6 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. SCALE: 1/4" = 1'-0" Termite Protection for Neal 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 bg 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 termicrde in annular space between sleeve and pipe. tt5 bar vent. w/ Thicken edge to 8"x8" 30" overlap_4 SEE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled cell ECTIONS one 45 bar continuous 6"xb" #10/10 WWM on 10 mr1 Visqueen over \ clean compacted termite treated fill 4" concrete slab with fibermesh OR Vxb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill i l I —IIII III IIII_ i 14"w x 14"d concrete monolithic " Footing with (2) #5 bars cons. 14" 1- I / TYPICAL FOOTING DETAIL J SCALE 1/2" = I'-0" 4" concrete slab with fibermesh OR 611x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont_ Step per o Foundation plan 10" , (2) #5 bars cont. bottom steel 121, L AT GARAGE STEPDOWN SCALE 1/2" = 1'-0, 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Verify house slab height in field Top of footer 14" below finished flo r .I ':` 30"x30"x16" cc": e column footing Luc 4, IIII-k = II= #5 bars each wey 30" COLUMN FOOTINi IETAIL SCALE 1/2" _ GRADE \�t-�/ PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" 45 bar vert. w/ 30' overlap at each filled cell SEE TYPICAL ,--SECTIONS Adjust curb height based on gar. floor 4" concrete slab with frbermesh OR slope. 6"x6" #10/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated fill 0'-0" a F.F. Grade "" IIII i—iI 14"w x 14"d concrete monolithic footing with (2) 45 bars cont. 14" GARAGE CURB DETAIL SCALE 1/2" 2" x 6' FIT wood secured with \ 3/8"dia. x 4" 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 ��- 'N PERMIT INFO BOX ON SHEET 41. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSi See Floor Plan For Location 1 �y Single Filled Cell Column NTS Filled Cell Masonry Column With One 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS 20'-0" ° ° ° ° i i i i i i 0❑° 00 ______� - ______ ° O O 0 I I �I Filled cell under FI Oi girder above I 24" I -M N I ° I Rear Patio/Slab r I O_ r J �tobe frrompoured a house slab. _ �I ° C4 ' m I I Thicken footing to ,o _ I FI 24"w x 14"d x 24"L under filled cell I o I under girder bearing. I ICDI— ° ° 1 101° 1 1 1 1 Cp LFol — — -----Fi - - - - --, ° ® I Rear Patio/Slab to be flush with bottom of I I ° FN sliding door recess. Slope 1/2" F_ I l- I o I I �- I t- I �_ I I o H.B. I I I ^ ❑ 4" concrete slab 6"x6" #10/10 WWM on with fiber nesh OR 6 frill V squeen over I O clean compacted termite treated fill O FI I i I FI I � lid OI ° O H.B. I. 1 to F- �----- - - - w.H. I I �I #I F5 4"a Steel Ballard filled w/ Concrete 0 v �— OI O°�.- I IQla�l 10 E CAW I I I nIt tQ av I tom Is I _ E,_+ I I t o - L O O F72CE to °z F❑ uiL °I N UO - II F NLLI - -—FI- ----oy �I o FS -gv x I - I °° ITTTTTTT ZA o I L Recess for O GaIT r-age Door — — — — ° ° -- ---------- ° ° ° J 1 IL A IL 4VTIf.IG1.G 4.VIV11111 YIVVR IIIIGY with concrete and (2) #Z bars vert. ti into lintels above A ID FOOTING, SCHEDULE Mark Size Description �9 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS �9 30" x 3o" x iG"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8'D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS Q14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS - CURB ® 0'0" Simpson HETA 20 hurricane anchor at each truss File Cope ROOF SHF-PTING ATTACH-INENT DETAIL I. Minimum Nall Size = Sd ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 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 45 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. *,-- Provide Cast -Crete 8U6-OB/OT precast = lintel set in mortar Min. 8" Bearing Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. Provide PT Buck attached per jamb stalls into filled c 4" Pre -cast Sill 1 Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie 'filled cell steel into continuous rooter steel. Ke Area Edge Field Fastener Pressure —1�f _AT I I .' -� Concrete Footing Concrete Anchors Per — J+ L'r_ (see rooter schedule Ma araaturara specs "— -� Poured Concrete or ' - - ^' " ' -- ' '-' ' - or exact sizesconcrete block wall f) 1/4"Max._ DETAIL AT WiNDOW OPENING IN Zone I 6" 61' 8d ring shank 45 psf Zone 2 �� �{ u 6 ed ring shank 16 psf Zone 3 �{" 4" 8d ring shank 84 psf ** Zone 3a 61, C 11:8 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 Verify with Plan Column to Lintel 12"x 12" Column Block '41 1Rebar run. vveriap Lttachm&nt NTS CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blockinrq to vert. leg of truss with IOd x 1.5' nails at 4" o.c. Install Simpson MGT into wall using 5/8" die. threaded rod set min_ 12" into wet beam and (22) 10d 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' COX Plywood nailed at L" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11451.12 2L a. 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 Ib 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 bara Lintel Bar Clear u u A rr rr B Length 9 Length 9 Sean p Bars Bars CLEAR 2'-10" 2'-8" -6" 2,1t3 rore '`----'r 'e----y is. ---- All 3'-4" 2'-2" 2,tt3 rore BPS-OBAT Brill-IBAT 81111 Additional 4'-O° 3'-10" 2'-8" 2,43 rore #5 bars ILEA r ;' 4'-6" 4'-4" 3'-2" 2.#3 none One Row of "H" 5'-4" S'-2" 4'-0" 2.tt3 rone ;:.. Block Above "_- ;+ w'. 5'-10" 5'-8" 4'-6" 2.=� none Precast Lintel � •',:��,'• � Jar i Additional' i 2,it4 none #5 bars t ___r none Bill-IB/IT BFIL-IB/2T none NOTES: ALL reinforcing steel is grade 60. I. min. coverage of steel=1.5" 2, mm, bearing required a ea. end=8" 3. standard for reinf. ateel=ASTM ALIS TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) i LiNTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above Bottom Steel Size Top Steel S1Ze Max Gravlty Load (PLF) Max Uplift Load (PLF) Max Lateral Load (PLF) 1-22 T-2" V-L" BFB-OBAT 1 #5 3069 1549 1024 L31 2'-6" 2'-B" 4'-0' BPS-OBAT 1 #5 2561 136S 163 L45 4'-5" 5'-10' BFe-OBAT I #5 1 1105 909 334 L50 5'-O" L'-6" 8F8-OB/IT 1 45 1238 835 121 LLO L'-8' T-L" BF8-OBAT 1 #5 1011 121 534 LBO 8'-O' 9'-4" 8F8-IB/2T 1 #5 2 #5 152 591 512 L90 9'-O' 10'-V 8F8-IB/2T 1 45 2 #5 L43 530 q01 L90B T-0' 10'-L' 81111 B/2T ONE 1 #5 2 #5 1533 1183 401 1_I0O 10'-0' II'-4" 81111 1 #5 2 #5 582 494 452 LIOOB 10'-O" ll'-4" BFIL-IB/2T ONE 1 #5 2 #5 13LL 102e 452 LI20 IX-O" 13'-4' BFB-IB/2T 1 #5 2 #5 4-11 428 324 L120B 12'-0" 13'-4" 81111 B/2T ONE 1 #5 2 #5 1015 110 324 L140 14'-0" IS'-4' BFIL-IB/2T ONE 1 #5 2 #5 1250 609 1 259 LILO IL'-O" IT-4' 81111 1 #5 2 #5 300 142 1 194 LILOB IL'-O' IT-4' 8FIL-8/21r ONE I 45 1 2 #5 950 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLiD WITH 3000 PSI CONCRET REGARDING - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD RING REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. 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 t Fascia I I n Aluminum Panel I Sizas per manufacturer I• 1 See Tuacal Stud Dated Y m 7/8" x 3/32' Wing Nut w/ appropriate weehar and spacing o `v per manufacturer's Details rtan elan a` .ocs• I ca i 09q" is 'c I is � I o m a I z m r m I � 1 I I I I I I 19'IS" 1 Stud Detail Poured Concrete or Stud w/ Our Cast Zinc nrs concrete block wall \ s a Nickel Plated Wing Nut M. Concrete Anchors Manuracturers Specs Flash and Counter v flash Nail ledger to gable end truss with (2) IOd ruz� at each web Aluminum Drip Edge t Fascia 12" 2" x 6" Sub —Faso 1/2" th,,\,k stucco on 3/8" hi —rib 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" penetration into vertical wood framing members Kaycan fall a vent vinyl soffit installed using 1/8' die shank x 15" long gals. roofing nails with 3/8" dia. head per product approval — see chart sheet 41 5/8" thick light textured x 12" concrete column block block filled with concrete and (2) 91 bars vert. tied into lintels above stucco on typical concrete block construction VIan Varies — see P 45 bar vert. w/ thicker edge to 8"x8" 30" overlap with concrete and one 35 bar continuous at each filled cell BEYOND Rear Patio/Slab to be flush with bottom of sliding door recess. Top of rooter 16" below finished floor is _s Step per foundation plan o- lope per foundation plan `r Flush Mounted Shutter Detail nt5 Brace Gable end with 2" x 4" SYP 31:2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES 5 24"o.c. TYPICAL ( shop drawings by manufacturer ) r3race Gable end with 2" x 4" SYF eft back nailed tc of top chords usini nails at each truss \R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish 0 Two rows of beam block filled with concrete and (U #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (U #5 liar cont. for bottom row over openings 1/2" dr wall over 1" x furrin strips at 14" o.c. with R4.1 fir-forl insulation on typical 8" Block walls All drywall to be installed per FBC R1O2.3.1 T and shall meet all pertaining ASTM codes. ro Mortar to be Type "M" only proportioned per FBC Rii and Mortar points shall coinply with FBC RLO1.2_I. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc.,.) N Q lU s n a IL� L i ) in 1 O Da O w 2 A/C #I #2 min. bottom-- 3 (2) IOd a T O N 0 N m o = Y u m a v Strap truss to wall using Simpson MGT with 5/8' dia. threaded rod with min 12" embedment into beam either wet set or in epoxg with HETA 20 FIII cell with concrete and bar (ty ROOF: Max. ppace g shall lwist exceed Base 48 unleasnotherre noted ape foundation plan notes for — OVERHANGS AT 1 —O UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings 4" concrete slab with fibermash OR 6"xL" #10/10 WWM L Visqueen — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THiS SHEET on mil over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill — ANY CHANGES TO THiS PLAN SHALL BE SUBMITTED TO THE i I—IIII—IIII—IIII IIII IIII— _� 14l i l IIII- � F Typical Section at Front Porch �rx1a . 1/0)" = li_nn ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION PANEL "A" Poles BR Load Wire Description circ# arc# Description Wire Load BR Poles 2 40 9.0 kw #8 A/C comp 1 2 AHU #10 3.5 kw 30 2 3 q 2 30 4.5 kw #10 40 gal. water HTR 5 4 Range 96 12.0 kw 50 2 1 8 1 20 1.8 kw #12 Pump 9 10 Dryer #10 5.0 kw 30 2 II 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave I5 14 Refrigerator #12 1.2 kw 20 1 I 20 1 1.5 kw #12 Kitchen S.A.C. n I8 Recepts #12 - 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1.2 kw 412 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 1.4 kw 412 25 26 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts #12 20 1 1 20 #12 General Lighting 29 30 Recepts #12 20 1 1 20 412 General Lighting 31 32 Recepts 412 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI 912 20 1 1 20 912 General Lighting 35 36 Bathroom GFI #12 20 1 1 20 #12 Smoke Detectors 3l 38 General Lighting #12 20 1 1 20 #12 Bathroom GFI 39 40 General Lighting 912 20 1 spare 41 42 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting .(3 .Watts „sq. ft.) Small, ,A,ppliance. C,ircuit(s).... ...... . .... . . .. . _ .. Refrigerator, ....... . . . . ............ ....... Microwave ................................................................. Dish Washer Clothes .Washer ............................................... Clothes, .Dryer ... ............................................ Water Heater Water Pump _ .... _ ... , .. Garage. Door Opener ........... I135 3 5,205 2 I,500 3,000 1 12,000 12,000 1 1,200 1,200 I 1,5oo 1,500 1 1,200 1,200 1 1,200 1,200 1 5,000 5,000 1 4500 41500 1 1,800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts 5100% 1 10,000 10,000 Remainder 21415 940% 1 O 10,966 Electric Heat or A/C 10,000 1165% 1 10,000 10,000 Calculated Load Watts 30,944 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps el Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light $3 Double Pole Switch ® Eyeball Recessed Pe Push Button Switch -Cr Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle O- Wall Mounted Light =E) Waterproof ground fault circuit nterrupter nn Light with Pull Chain (attic) ® Floor Duplex Outlet @ Computer Connection Jack Fic-m-1 Carbon Monoxide Detector �2 Flood Light Q Thermostat m Electrical Panel ® Central Vac g Electrical Meter ® Smoke Detector Gelling fan © Television Jack FfTelephone Jack A s c A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light sFxR Speaker Hook -Up ❑t Intercom ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: 163 CFM IoxIOX6 PATIO/SLAB MASTER BEDROOM GAR IAT ROM 163 CFM lOxlOx6 I I2xl2x9 B/A _ _ _ "� I49 CFM Center Registers �1 IOxiox Ion ceiling Pan 169 CFM oxiox-1 12x12x9 B/A H.B. =CLOSE CFM I ° 8x4x4 e I I I I I 8x4x4 - - - J 12" 1 3 CFM Vent_tbru ____ _ _ `_�! ;\ i DINING Soffit ATH ��' I ROOM I ° io : 1 :41�rN 77f 1 153 CFM d 12x12x1 1 ° 20 CF 8x4x4 14 1 R�A1 lex FM o I �ce7i�g; A T H - - - 0 O - - 2Ox20 T I I AiC W.H. I ; ----- - -2-2, _ _ _ _ , 22" x 54" 116" Attic Access 1 L- with light- J = i 232 CFM Q " I 12x6x1 150 Amp Meter Panel SECOND GARAGE BEDROOM I 1 j 12xl2x8 �y B/A r----------------- i I I I I I I I I I I I I I I I I I I I I I I I I'1F.^.I-4NIC4L LAyCLT SCALE: 1/4" = I'-0" I. 2. Use copwire onlyg, no aluminum. Provide and wire alt required smoke detectors. 11. it •s not the Intent of these to show ever minor detail plans 3. Contractor to verify location of electrical of constriction. The contractorshall furnish and install all items for a complete electrical system and provide all 4. service and provider. ALL paddle fans shall be on a rheostat. the requirements necessary for the equipment to be placed in S. ALL bath and kitchen receptacles to be GFI protected. proper uorking order. 18. All shall. be done in accordance with the N.E.C. 6. 1. ALL exterior outlets to be WP/GFI protected. Recessed cans to be installed per NFPA requirements. -jor( and shall corply with all local codes and ordinances, and shall 8. AFCI receptacles are required in all rooms except meet all standare requirements of the local electric utdit y Kitchen, Bathrooms, and Garage. and telephone company. 9, 10. A/C Return Air Balance Must comply w/ FBC RM1602 A/C gBrant fines that are run thru slabs must be 19. The electrical s stem shall be coin letel and effective) p sleeved in PVC in rounded as required b the latest edition of the N.E.C. 9 q y II. ALL A/C Equipment shall comply with energy calculation 20. All m&erial shall be new and shall bear underwriters' 12. All Work shall be performed by a licensed electrical labels where applicable. contractor, the completed system shall be fulI4 operative. 13. Contractor shall pay for all fees, permits, testing, and 21. All equipment and panel sizes shall be verified before inspections Including blower testing where required. ordering. The contractor shall provide circuit routings to 14. All work shall be coordinated with other trades to avoid suit the Job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnis�, and install all fixtures as called for on the plans against the public liability and property damage for the or as selected by others. duration of the work. 16. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service. year from closing sale of house. Correction of defects shall be completed without additions';' 24. All exposed wire below 9'-I" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 25. Dryer Vents to be installed per FBC RMIS02 COVERED PORCH 42/0 Aluminum feed I %" Conduit 2" PVC ( A/C disc. ISO MCB PANEL 2" rigid service FPL I Bare #6 copper wire to #5 cost. rebar in slab ELECTRICAL RISER H.B. Vent thru __ Soffit - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Braden It Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia8comcast.net Stuart. FL 34996 #AAC000032 Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall wP GP Install owlet under disc. � not shown or Q clarity 0 1 ELECTRIC,4L PL,4N PATIO/SLAB SCALE.: 1/4" = I'-0" Attic Vertincl Calculations FBC 2309.1 Total Attic Space = 2124 sq, ft. Venting Ratio VISO = 14.1� sq, ft. required Provide A Continuous Vented Soffit UJJBuilding Corp. The Grand Carlton ,Spanish Lakes fit. Lucie County Florida Post Light with /� Photo cell I Date Drawn : Revisions 1 GARAGE main LEFT Drawn by: c.c.U. Checked by: D.R.B. Sheet OF 5 H.B. Exhaust Duct 7hru Soffit Wire For Front Post Light Comm # 1 1 12-26