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HomeMy WebLinkAboutBuilding Plans5/8" thick x C smooth finished stucco bands Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 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 12 SLOPE 4 24" 5/8" thick ao light textured b 3 9 stucco on typical concrete block construction — r — — — — — — — — — — — — — — — — — — — — — — — — — — — — LEFT ELE\/ATION Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11951.12 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 SCALE: 1/4" = 1'-0" ELEVATION MOTES: 12 SLOPE 4 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" eni laps fastened with corrosion resistant tin caps and with 1.25" ring shank nail spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attac decly to trusses using attachment detail on this sheet 12 rSLOPE - - - - - - - - - - - - - -t" - - - - - - - -� - - — 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. 5/8" thick x C smooth finished stucco bands 4„ -------------------------------- thick light textured stucco on typical concrete block construction FIGHT ELEVATION SCALE: 1/4" = 1'-0" 6" stucco band around door --,, 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 39 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 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 Co 0 5/8" thick x C smooth : �0 finished stucco bands IN '11 --— — — — — —— ---- N 5/8" thick light textured Return Stucco banding stucco on typical concrete back to front door wall block construction as shown FRONT ELEVATION 2" x 4" top plated 1I ' 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 14" o.c. base —board 11 II / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"xb" #10/10 WWM on ( mil Visqueen over clean compacted termite treated fill Interior Non—Bearinq Fartltlon nts Braden t Braden AIA, FA Dunne Building Corp. Architects - Planners 411 S.E. Coconut Avenue The C O+ + a Tel U112) 281-8258 I I - l.l. cie Fax (112) 28-1-8233 Spanish Lakes E-mail: bradenaia5 comcast. net Stuart. FL 349% #AAC000032 St. Lucie County Florida 0 SCALE: 1/4" = 1'-0" 12 SLOPE 4 /8" thick x 6" smooth finished stucco bands 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: 6th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocity: 165 mph ultimate Mean Roof Height: I'-0" Roof Pitch: 412 Internal Pressure Coefficient; ± O_I8 Subjectabilitg to damage from: Weathering: Negligible Termites: Veru 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: ASD design YIP ROOP 2:12 O 4:12 PITCH Load Combination. ASCE 1-10 Section 2A DL+LL; DL+0.6WL; O.6DL+O.6WL Components 8 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 �= Roof Zone I Wall Zone: 5. +35.8/-41.8 psf Walls Zone 4 Components $ Cladding Wind Pressure (NET) on Garage Door:+32.0/-403 psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? es Roof Zone 2 Walls Zone 5 Are Components an Cladding Detal s Provided? Yes END ZONE Minimum Soil Bearing Pressure: 2.500 psi, Presumptive: X By Test: psi SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGS IN= Corner Zones Roof Zone 3 ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: par FLOOR DEAD LOAD: 10 psf JOB ADDRESS: 1� a<\ \'� Date Drawn : Revisions 10-22-20 GARAGE R GHTDrawn by: 0 'Jill�tili4�v C.C.U. �0\L - b Checked by: REVIEWED FO `� C D R e ODE COMPLIAN�� ST. BOCC heet Comm # 1. 19-g21 OF 5 FILE COP's FLOOR PLAN 12'-1" T-O" TYPICAL NOTES: SCALE 1/4" = 1'-0" I. Contractor to verify ALL notes and dimensions prior to proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 F.B.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 shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. "I. 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 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 er FBC R302.9.1 IL. Wall and ceiling finishes shall have a smoke -developed index of not greater than 4 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant I" 6" P.T. Buck nailed to flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation x block with case hardened malls materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachmen with F.B.C. R316 - see permit info box of code edition 18, Gyyppsum board material shall conform to ASTM C36, C-19, C415, C514, C630, C931 C40, C1002, C104-1,CIII-1, C1118, C12-18, C1395, or C13% and shall be installed according to the following: (FBC R-102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nall sizingdons for installatin options into Spacing Maximumwood framing members 2" x min. thickness Neils Screws Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/44" head 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail /2 OR Walls Either 14.18 16" 0.080" dia. x 1 5/8" long with Direction 15/64" head OR Gypsum board nail 0.086" din. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/L4" head 0.098" diameter x 1 3/8" long annular -ringed or bd cooler nail s / OR 0.092' dia. xx 1 1/8" long with Walls Either 141, 8" 16" Direction 1/4" head OR Ggpsum board nail 0.0915" dia. x 11/8" with 19/64' head. Install SGD thru buck into block with 3/14" 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 AREA CALCULATIONS Living A/C = 1,30L sq. ft. Front Porch = 23 sq. ft. Rear Porch = 118 sq. ft. Garage = 303 sq. ft. Total Under Roof= 1780 sq. ft, Total Cubic Ft = 2" VTR 2" I I J MASTER 2a BATH 2' V�!TLR 2"I 2' AAvj' 3° LAUNDRY Masonry Beam 2" I KTICHEN m PI I IMRITXI(-. Plrl=P To Septic I" x 6" P.T. Buck nailed to block with case hardened nails I-1@Ad prior to door attachment \ fixed door Use 3/I6" tap -con with sliding door 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max Masonry Wall thereafter at sill per product a royal 19. ALL ceramic the 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 C1178 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying 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 Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 d ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" woo screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x 1 1/2" nails PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 at 24"o.c. TYPICAL 18101be. uplift (shop drawings by manufacturer) Aluminum Drip - Edge t Fascia 2" x 6" Kaycan full o vent vin` using1/8' dia shank x rooing nails with 3/8' product approval - see 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap - at each filled cell Grade #1 \R-30 blown fiberglass in bottom chord of trusses 1/2' drywall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (U #5 bar Cont. for bottom row over openings 1/2" drygwall over I" x furring strips ai It." o.c. with R4.1 ?I -foil insulation on tgpical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. W Mortar to be Type "M" on' proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Our-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 Wood 48" unless otherwise noted see foundation plan notes for ase spacing at openings 4" concrete slab with fibermesh OR Vxb" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill IIII1 I!II!�iill_II 14"w x 18 Concrete footing I with (2) #5 bars cont. and #5 4" transverse bars at 48" o.c. Bottom Trac,C _Typical Flooring Sill Install SGD thru buck into block with 3/16" tap -con with S l I d I n g 'from penetration at max. D o0r D e t a l l I from each corner and 20.." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size Rough, Open. Window Description PRESSURE ZONE I. 4'-5%"x 4'-2 %" 54%"x 50 %" Single Hung ZONE 4 2. 1.'-2%"x 5'-3 %" '15" x 1.3 %;' Single Hung ZONE 4 3. 2'-2�/2"x 3'-2%" 211i2"x 38%" Single Hung ZONE 4 4. 3'-1 ka'k 4'-2 %' 38 %"x 50%" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. 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 Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 10'-0" X 1'-o' 120' x 84" Overhead Garage Dos' ZONE 5 B 3'-O' X V-8" 41 i;'x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8' 14` x 81 ��' d K;;;� Sliding Glass Door ZONE 4 D 2'-8` X C-8" Solid Core - Wood - L-Panel-B-r-old Finished 32" x 81 %2" E X-an X V-8" Solid Core - Wood - 6-Panel F 2'-8" x V-8" x 1 %;' Solid Core - Wood - 6-Panel - Pocket G 2'-8" x V-8" x 1 i;' Solid Core Wood, Steel, or Masonite Door (20 min rated) H 5'-00 X 6'-8" Solid Core - Wood - Pocket J 2'-6" X V-e" Solid Core - Wood - 6-Panel - 61-FOLD K 2'-8" X V-8` Solid Core - Wood - 6-Panel L X-O' X V-8" Solid Core Wood, Steel, or Masonite Door (20 min rated) M X-O" X V-80 Solid Core - Wood - 6-Panel - BI-FOLD N 2'-6" X V-S' Solid Core - Wood - 6-Panel ALL Exterior doors to withstand pressures stated in permit info box on sheet #I GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 A11 rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction OPTIONAL PATIO/SLAB -9" 0 �o 0 0 o ao 0o ao o _ 0 0 o_ o COVERED ry PO CH DEN © MASTER BEDROOM =� oul a_0 C O ro a� U OD O7=miziolLn LL'n o O I I I - v o I 8'-2" W I GREA t ROOM JO o o CLOSET LI Q O - O I ry AB T 3. o vinyl 5, O \ NNQa RE O O I Q PWD O DINING I in ROOM I O I v m H,B, Tankless WH 122" O mounted above A/C #I 34 3/4 h _ 48" a.f.F. I knee wall 4" wide Dead wood 40"h and 58"h for WH uim- as °Uu - - - - �n ---- -- 3--a 0a- �_'� -� I50 I 18"---��"-t-- vin I I�zI-2� x 3t• P � y 1" Zia Aeeea Am nel p o Meter 1L I ras o o DW I rah lightJ CAR GARAGE ' r I IS'-43/e„ ry o Iw >LH o LAUNDRYry 10 Nz KITCHEN F = LL Z © r------------------- 1 ry I I 18" pantry cabinet I I H.B. ENTRY L I ILL O A/C 1 /8" drywall 1 STORAGE I I � 0 DO 0 f DO O OD Install windows thru buck into block with SAL" tap -con with 1 1/2" penetration at 6" o.c. max. From each corner and 20." o.c. max thereafter at ,Iambs and 20" o.c. max. Exterior face at head and all per product approval of wall ---\ / \ Buck to be I" x 4" PT 1"x4" P.T. Buck nailed to block with case hardened nails Detail at Windows prior to window attachment NTS 2'-4 %BI2'-4 4'-9Y4" ALL WINDOWS TO HAVE DRYWALL SILLS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB. HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION 6-4% 2'-8" 19'-03/a" Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x V PT Buck of wall anes #8 Wood screws thru jamb into buck at each hinge and 15" o.c. max and 1_ipt_All at nnnr prior to door attachment NTS TYPICAL SECTION tale : 1/2" = 1'-0" FILE COPY .7 I l< U I U >� /" e" IN U I ]_ .: : I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 8. 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 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 4-1 PSF ALL COLUMNS, FiLLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI 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. 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, 9 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A — 301 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 11 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, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5• LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF 12 CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: 1—I/2" COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 6. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. �• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUNDATION FLAN I. Ang changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should ang other conditions be encountered, the architect shall be notified in writing for revision 4. Verlfg 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 upto 5'-II" wide. Provide (2) filled cells on each side of openings from 6'-O" to 9'-I1" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for ang 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 Surveg - Form Board Surveg to be provided to Truss Compang prior to truss construction 1. Contractor to provide for soli test prior to construction and provide a copg of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-30-1 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/211 concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ Fill cell with concrete and 30" overlap 11 (1) tt5 bar vert. (typical). Thicken edge to 8"x8" SCALE: VI = 1'-0" Termite Protection 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 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 termicide in annular space between sleeve and pipe. at each filled c Max. apacing shall not exceed with concrete and 4" concrete slab with fibermesh OR Wood 48" unless otherwise noted one #5 bar continuous Ox6" #10/10 WWM on 10 mil Yisqueen over Base see foundation plan notes for clean compacted termite treated fill spacing at openings 4" concrete slab with fibermesh OR GRADE 6"x6" #10/10 WWM on 6 and Via In 00 over clean compacted termite treated fill — — Grade D _ —IIII= VII " IIII IIII -I IIII all 17 PORCH SLAB EDGE 14 w x 18 d Concrete footing and #5 #5 bars cont. IIII IIII ' IIII transverse bars at 48" o.c. f l TYPI L FOOTING DETAIL = 1'—O" 4" concrete slab with fibermesh OR 1 #10/10 WWM on 10 mil Yisqueen over clean compacted termite treated fill #5 bar cont. Step per i foundation plan CV P d' ci) 3 DETAIL AT GARA L� 12" x 12' concrete column block filled with concrete and (2) #1 bars vert. tied into Intel& above Top of factor 16' below finished floor Grade #5 bars cont. bottom steel E STEPDOWN SCALE 1/2" = I' — 111 30"x30"AIV concrete column footing with (4) 45 bars each wag SCALE 1/2" = 1'-0" #5 bar Cont. in Curb height Verify based on foundation plan _\m Y GARAG I Loi` Ell Contractor to provide proper foundation chairs for proper steel installation 30" min. tt5 bar vert. w/ i0" overlap Corner Steel La at each filled cell Fill cell with concrete and (1) #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill �IIIII,I, III 14 x II Concrete footing with (2) #5 bars cont. and #5 transverse bars at 48" o.c. RB DETAIL 2" x 6" PT wood secured with 1/2"dia. x 4" expansion ancfiors with 2" sq. washer at 18" o.c. overhead door track secured to wood ,lamb 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. nts 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 #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS 35'-O" OPTIONAL I I o PATIO/SLAB 14T-L I 2b'-2" ry _ I• — — — — — — — —1 0 r — — — — — — — — — — — — — — — — — —I---- i TJ I FI Rear Patio/Slab to be poured separate E from the house slab. I I to 4 — _ i FI = ELU I I to o ao abq ~Lr aoo 0 00 l I r -� — -----u FI t o o FI Rear Patio/Slab to I be flush with bottom of siding door recess. Slope 1/2" I I of I I 4" concrete slab with fibermesh OR I I CxC 410/10 WWM on 6 mil Yisqueen over CIL) I clean compacted termite treated fill o I I I la _ I a RE NH08 -- -i Tank less WH � A/C m H.B. mounted above #1 m I 46" a.f_f. of I I = V uU L`` I 4 �� I ___, I v-0 a 15 Amp � Meter f- = I 18" =.0 bv� anal trash o DI �W [13Aak{ERIIL Rr"eR I I iA WpUliou I V) C-_� I I=a\ Q � 1 I yEE a q) ° C9 c o I I q �- I I v�U I I N ., a a v `u0 I FI o I 0 I _ f W u �Op I O I FI OD can)Off, I I� I m� O `r U H.B. FI W X o o I FI I I cn :a t o I Fi I uJi I I 0 PS--- I L--I — — — — — --_J O(91 FT 1 1.5" Recess for Do II'-2 6'- 4 %" 4'-9Y." csarage uoor 11IM111111111• RM. FOOTING SCHEDULE Mark Sme Dese lion I 14"1111 x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 3o" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 6"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS FS With With th x I Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plyywood 4. Use nails or screws bas d on pressure for rooT stated in permit Info box on these plans for zone 3 Ke Area Ede Field Fastener PressureMax. Zone I 6" 6" 8d ring shank 45 psf Zone 2 6" 8d ring shank lG psf Zone 3 14 41, 8d ring shank 84 psf ** Zone 3a 6" 6" #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 Provide 95 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. Provide Cast -Crete SUB-OB/OT precast '-- — — lintel set in mortar Min. 8" Bearing_--i----- Provide PT Buck attached per jamb ietails into filled c 4" Pre -cast Sill R-19 Filled Cell Trusses at 24" o.c. re shop drawings by others ceding transition L'--+ �ded using metal studs erifg exact configuration :es Batts batts :eihng see typical section Provide #5 bars with min. 48 bar fileoverlap infilled cell. Tie filledled cell steel into continuous Ce111n(a transition Insulation Detail ll footer steel. n t s CBS WALL. Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nod 2" x 4" blxkin.o to vert. lee of truss with IOd x 1.5 nails at 4' oc. Verify W\-II \\ Concrete III Install Simpson MGT into wall using Lintel 12 x 12 cv Notbeambeaeaend rod set IOdmnaili?nto trues / f-1 Column Block I L/Z #1 Rebar Reber 48 Bar Dia. Min. Overlap Column to Lintel Attachment NTS TRUSS BLOCKING, DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT Gulf Coast Supplg 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 (tgpe 2) 30 lb felt underlayment Installed with min. 4' side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails apacad 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 LINTEL SCHEDULE Mark Window or D Unit Widt Lintel Sire Cast -Crete S ecification ow 'H' Block Above • Bottom Steel Size Top Steel sump Max Gravity Load (PLF) Max Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2' V-0 81128-013IT 1 #6 3061 1561 1024 L31 2'-C 3._8. I. 4'-O' 8F8-OBAT 1 86 2661 1363 i63 L45 4'-6' 6'-10' or8-OBAT I a5 806 404 331 L60 5'-0' L'-6' 8F8-015/I1" 1 #5 1238 835 121 L60 V-8' T-V 8F8-OBAT 1 #5 108 121 534 LBO V-O" T-4' 8F8-I5/2T I #5 2 #6 152 511 512 L10 T-Om 10'-L' 8F8-I8/2T 1 86 2 #6 643 530 401 1_41015 T-O' 10'-6' 8FI6-I15/21' ONE 1 #5 2 $6 1533 883 401 LI00 10'-O' II'-4' 8F8-IB/2T I #e 2 1 #5 682 414 452 LIOOB 10'-O' ll'-4' BFIL-I5/2T ONE 1 #5 2 $6 1366 1028. 452 LI20 12'-O' 13'-4' 08-I15/21' I as 2 a6 411 426 324 L120B IT -Op 13'-4' BFIL-IB/2T ONE 1 #5 2 a6 1015 110 324 L140 14'-O' 16'-4' 8FI6-IB/2T ONE I #6 2 96 1250 601 251 LI60 W-O' IT-4' BF8-0/21' 1 #5 2 t6 300 112 114 LILOB I IL'-O' 1 I11'-4' 1 8FI6-I15/2T ONE 1 #5 2 #6 150 6O0 114 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION. HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each trues with (10) IOd x 11/2' nails - ( 24" o.c.) supporting Max. 18101bs. uplift Aluminum Drip Edge t Fascia 12" 2" x L" Kagcon full o vent vinyl soffit installed using 1/8' dia shank x 15" long gale. roaring nails with 3/8' dia. head per product approval - see chart sheet #1 12' x 12" concrete column block filled with concrete and (2) #1 bars vert. tied -- into lintels above thicken edge to a"x8" with concrete and one #5 bar continuous BEYOND Top of footer IL" below finished floor 12 41 1/2' on 3/8' hi -rib lath ntal and vertical wood r staples to provide 4' penetration into ming and 3/4' penetration framing members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan 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 — Slope per foundation plan ik ; III IIIi PRE -ENGINEER f-D WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings by manufacturer ) R-30 blown fiberglass in bottom chord of trusses I/2' drywall with textured finish Two rows of beam block filled with concrete and (l) #5 bar cant. in each row. Substitute precast lintel filled with concrete and (1) #5 bar Cont. for bottom row over openings 1/2" drygwall over I" x furringg strips at 14" o.c. with R4.1 pit -foil 'insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertainingg ASTM codes. Mortar to be Type "M" onlyy proportioned -per FBC R601.1 and Mortar joints shall comply with FBC RL01.2.1. Fill cell with concrete and (l) #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for Ba spacing at openings 4' concrete slab with fibermesh OR Vx6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill 3 Tublcal Section 1111�1,���IIII�ii,ll;l= PI at Front Fort Scale : 1/2" = 1'-0" 11 Q H W HETA 20 HETA 20 RCC = FLAN eter 0 N 'Q R- W — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE 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 FILE COPY PANEL "A" Poles BR Load Wire Descriptwn circa toes Description Wee Load SR Poles I 20 1.2 ku #12 Rafngerator I Ran #L 50 2 1 20 1.2 ku #12 Clothes Washer 3 1 20 1.6 kw #12 Kitchen S.A.C. 5 L Dr err #10 112,0kw 30 2 1 20 1.5 ku #12 Kitchen S.A.C. I e1 20 - #12 Bathrooa Recepts 9 10 Air Cond sor #10 30 2 1 20 1.2 Ice #12 Dishwasher II 12 1 20 1.2 kw 812 Microwave 13 14 Air Handier #10 5.0 kw 30 2 1 15 #14 Geeral Lighting I6 It, 1 15 #14 General Lighting 11 IS WH #8 1.1, ku 40 2 - 1 15 - #14 General Lghting 19 20 1 15 #14 General Lighting 21 22 88 11 kw 40 2 - I 15 #14 General Lighting 23 24 Spare 25 21, GDO 812 0.81 KW 20 I Spars 21 28 Spare Spare 29 30 Spina PANEL "A" LOAD CALCULATION SHEET Load Description Ot . Watts Total(Watts) Range . ......... ......... ......... ......... ........... .Refrigerator.................................................. Micr.........owave ..................................................... ... Dish Washer ................................................................. Clothes,.Washer............................................... Clothes .Dryer ................................................ Water Heater ................................................................. Garage. Poor. Opener ........................................ 1609 3 4.821 2 1.500 3,000 1 12,000 12,000 1 1200 1,200 1 1,500 1500 1 1,200 1,200 1 1200 1,200 1 5 000 5,000 1 15,200 15,200 1 810 810 Total Watts 45.931 First 10000 Watts e100% 1 10.000 10.000 Remainder 35,931 840% 1 O 14.348 Electric Heat or A/C 10,000 e65% 1 10,000 10.000 Calculated Load Watts 34,314 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 143.22 Panel Size Required = 150 Amps Electrical S mbol Legend S single Pole Switch ® lRecassard Can Light Ss Double Pole Switch ® Eyeball Recessed PB Push Button Switch Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle ♦ Way Mounted Light = ground fault circuit Light with Pull Chem (attic) ® Floor Duplex Outlet © Computer Connection Jack ® Carbon Monoxide Detector 4& Flood Light TQ Thermostat Electrical Panel m ® Central Vac 8 Electrical Meter ® Smoke Detector Calling fan ® Television Jack ❑t Telephone Jack ,c oisc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up 8 = JUNCTION BOX TO SUPPORT A PAN O as THERMOSTAT LOCATION B/A = BALANCED AIR FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW (3) #1 THHN Copper 2" PVC Schedule - 40 conduit 200a rated meter can A/C dine. I A/C disc. #2/O AL SER Cable With #I Grind 2" PVC Schedule ISO 40 conduit sleeve 150 AMP MP PMB ANEL A14U Into attic PA EL 200a rated meter can - Interegatem bonding Interagatem bonding 2" PVC ( FPL Termination pant 2„ PVC ( FPL Termination pant schedule 80 schedule 80 2" noid service FPL ELECTRICAL RISER 2" riwid service FPL Tod; __­_­___ I I I ground rods - Contractor shall use AL-CU Landing lugs. - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering ALTERNATE SERVICE ELECT. RISERII NT8 - Contractor shall use AL-CU Landing lugs. - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction t - Verify AIC/KIC Rating prior to ordering ELECTRIC NOTES: I. Use copper wire only from panel to devices 2. Provide and wires required smoke t Carbon Monoxide detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL bath and kitchen receptacles to be GFCI protected. 5. ALL exterior outlets to be WP/GFCI protected 6. Recessed cans to be installed per NFPA requirements. 1. Tamper resistant AFCI receptacles are required in ALL rooms. 8. A/C Return Air Balance Must complyg w/ FBC RM1602 9. A/C Refri nt lines that are run fhru slabs must be sleeved in 9AVC 10. ALL A/C Equipment shall comply with energy calculation II. All work shall be performed by a licensed electrical contractor, the completed system shall be fully operative. 12. Contractor shall pay for all Tees, permits, testing, and inspections including blower testing where required. 13. All work shall be coordinated with other trades to avoid interference with the progress of construction. 14. All required insurance shall be provided for protection against the public liability and property damage for the \ duration of the work. NT81 15. 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. 16. It is not the intent of these plane to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 11, 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. 18. The electrical system shall be completely and effectively grounded as required by the latest edition of the N.E.C. 19. All material shall be new and shall bear underwriters' labels where applicable. H.B. MEC�/4NIC/4L LAYOU7 SCALE: 1/4" = I'-0" 20. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the job conditions. 21. Furnish and install all fixtures as called for on the plans or as selected by others. 22. 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. 23. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 24. Dyer Vents to be installed per .5ton 5kw H.B. Wire For e Front Post Light OPTIONAL PATIO/SLAB COVERED PORCH WF GREA ROOM I I DINING ROOM •. I ��il ii� 111 t• r r KITCHE cabinet v 1 GI.T1 6'-3" is iE N GFCI o PhottoLcan with Y y c AM 21 GFrd bR R r� d LQ _ Y1 Y MASTER BEDROOM CLOSET LC 3-V I Tankless WH mounted above 48" a_f_f. PLPull chain t in attic GARAGE LALIMDRY Garage' Door Opener - - AA r-------- STORAGE Install oulet under disc. 1&_;�I't shown for cl clarity Exhaust D Thru Sof A/C 41 150 Amp Meter Panel GFCI •---------1 I I I I I I I I I I ELECTRICAL PLAN H.B. SCALE: 1/4" = I'-0" Attic Ventin Calculations FBC 2309.1 Total Attic Space = I,92-4 sq. ft. Venting ratio 1/190 = 12.82 sq, ft. required Provide A Continuous Vented Soffit Braden raden. P,4 U1�nne Building Corp. Date Drawn : Revisions : Sheet Comm u Architects - Planners Coconut Avenue GARAGE 10-22-2iD Drawn by: 11l q 2 BE The C o C a g e RIGHT I TelS.E. Tel (772) 287-5258 C.C.U. _ I F.Stuart Fax : (112) 281-8283 -mail: bradenaraecomcast.net Danish Lakes St. Lucie County Florida Checked by: FL 3'499G ttAAC000032 D.R.B. OF 5 FILE COPY