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HomeMy WebLinkAboutBuilding Plan12 4 SLOPE COVERED PORCH z-4;;--fa — — — — - 5/8" thick x 8"w cut Finish Columns with coral finished stucco bands 5/8" thick cut coral finished stucco bands LEFT ELEVATION RIGHT ELEVATION Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ib 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 '�' SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 4I101.12 2L 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 stucco on tgpicitl concrete block construction SCALE: 1/4" = I'-O" 5/8" thick light textured stucco on typical concrete block construction Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 911461.12 26 an. 5v crimp metal roofing attached to plywood deck using 49 x LS" 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 4 1 SLOPE, 12" C 5/8" thick light textured 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction 12 4 1 SLOPE, 12" .H. COVERED PORCH 0'-0" = Finished Floor rk REAR ELEVATION Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 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 Ib 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 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" alb -OM �� �( � 5r)rwcr!' nt u13�1 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" COX PI wood nailed at 6" c.c. in field and edges with IOd ring shank galvanized nails into truss webbing. ICI ilk-P � i' ICI ICI �- �I, ICI II�PI I�I ICI �I■� ICI ICI ICI' 9�1 ICI III ICI, ICI ICI ICIIs 'I[OI Imo' I' III �C�lll ICI' 5/8" thick x 8"w cut coral finished stucco bands FRONT ELEVATION 1/2" drywall ceiling on truss bottom cord 2" x 4" top plate 1/2" drywall on 2" x -4' studs at W' O.C. base -board II II / 2 x 4" P.T. bottom plate 4" concrete slab with fibermesh OR L"xb" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non—Bearinq Fartltlon nts Braden It Braden AIA, FA Wgnne Building Corp. Architects — Planners III S.E. Coconut AveriUe T H l� I N D S C Tel : (112) 281-8258 Fax : (112) 281-8283 Spanish Lakes E—mail: bradenaiagcomcast.net St. Lucie County Florida Stuart. FL 34994 UAAC000032 SCALE: 1/4" = 1'-0" ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocity: 165 mph ultimate Mean Roof Height: II''�-q�" Roof Pitch: 4:12 Internal Pressure Coefficient: ±0.18 Subjectabilitg to damage from: Weathering: Negligible Termites: Veru Heavui Width of Roof End Zone: 3'-4" Wind Speed: ILS mph ultimate Wind Exposure Classification: C 1.21 x O.6 Adjustment factor for Exposure Height: = 0.126 ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; 0.40L+O.4WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-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: S. +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? Yes Minimum Soil Bearing Pressure:2,500 psi. Presumptive: X By Teat: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 1 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD- _A5- psf FLOOR DEAD LOAD: 10psf JOB ADDRESS- N�jgSD c� Model: REAR PORCH LEFT TO F1 0;1-?dH 0 = Roof Zone I Walls Zone 4 Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 Date Drawn Revisions Sheet Comm tt 5-9-11 Drawn by: _ p C.C.U. C� Checked by: D.R.B. OF 5 Counter top - Jerlfy type with contractor File Copy FLOOR f'LAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. I. Contractor to verify ALL notes and dimensions prior to 36" high bg V diameter proceeding with work. steel crash post. Floor p g Flange with 4 - 3/e" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into 3. ALL Lumber to be used as Beam, Rafters, etc... to have 51ab (3/8"t 50 ksi steel plate) a minimum 1,400 P.S.I. fiber stress. 6. 4. No dissimilar metals to touch. 2h" 2/, 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 (o. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 2 1. ALL wood in contact with concrete shall be pressure treated. o o_ 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.„ 2'r," 2'r; y2" 12. Lowest finished floor to be set bg Governing Building Department 6" 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 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R316 - see permit info box of code edition 18. Gpsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 CW6O, C1002, C1047,C117i, C11-18, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R-102.3.5) Masonry Beam I" x 6" P.T. Buck nailed to block with case hardened nails / prior to door attachment Drywall Framing Max. spacing Nall sizing options for Spacing 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 accompanyln smoke developed index not to exceed 4E 8450 when tested in accordance withh RA Insulation shall comply with 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 underlagment installed with min. 4' side laps and 0 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" c.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 i I/2" nails - PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 �at 24"o.c. TYPICAL 18101be. uplift ___1 (shop drawings by manufacturer) Aluminum Drip -� \R-30 blown fiberglass Edge t Fascia in bottom chord of trusses I/2" drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (1) 45 bar cons. in each row. Substitute Kagcan full o vent vimgl soffit installed precast lintel filled with concrete and (U 45 using 1/8" dia shank x 15" long gals. bar cont. for bottom row over openings roofing nails with 3/8" dia.. head per product approval - see chart sheet 91 1/2". drywall over I" x furringg strips at 14" o.c. with R4.1 PI-foll 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 and shall meet all pertaining ASTM codes. block construction M Mortar to be Type M onlg proportioned per FBC R401.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ Fill cell with concrete and 30" overlap at each filled cell Max.bar g shall ( not ex M. 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"x4" $10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Grade 4 a IIII II -� -IIII-IIII IIII - 14" 14" Concrete footing l4" with (2) #5 bars cont. and #5 TY� f C A L S E C T I O N transverse bars at 48" O.C. Scale : 1/2" = 1'-0" tom Recess top plate 6"w x 3/8"d for steel support angle see detail on this sheet Steel countertop support angle Install 6" from each end and _ one in center of counter. see angle detail 1/2" drywall Base cabinet 2" x 8" wood studs at 14" o.c. 2" x 8" PT wood plate KITCHEN ISLAND FRAMING, DETAIL Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x 6" PT Buck of wall Varies 1 #8 Wood screws thru jamb into buck at each hinge and 15" o.c. max and r),-+ail nt r)nnr erior to door attachment NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRiOR TO BUCK INSTALLATION Install windows thru buck into block with 3/I6" 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 race at head and sill per product approval OF wall - / \ Buck to be I" x 4" P7 1"x4" P.T. Buck nailed to lock with case hardened nails D e t a i l at lJ I n d OW s prior to window attachment install SGD thru buck into block with i tap -con with penetration at 6" o.c. max. from each corner and 20." o.c. max H4-----thereafter at head per product approval NTS O 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 \ r-W fixed door sliding door 1 1/2" ShII Door Deta1l At Masonry Wall NTS Masonry Wall ypical Flooring lit - Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb Window Schedule Mark Size Rough open. Window Descrilption PRESSURE ZONE I. 4'-54"x 4'-6 %s" 544"x 94Y," Single Hung ZONE 4 2. V-24"x V-3 %" -15' x 43 %;' Single Hung ZONE 4 3. 2'-2" x V-2/2' 2l'/2"x 38%" Single Hung ZONE 4 4. 3'-1" x 5'-3%' 38" x 63'/4" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint nd mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I LL windows in bathrooms to be tempered A I rough opening dimensions to be verified by contractor wi h manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE q--O" x 1'-0" 108" x 84" Overhead Garage Door ZONE 4 3'-0" X 6'-8" 41"%4" x 83%" Fiberglass Panel - Inswing ZONE 4 6'-O" x 6'-8" 14" x 81 '/2" ef° :::°" Sliding Glass Door ZONE 4 2'-0" X 6'-8" Solid Core - Wood - 6-Panel-Bi-Fold Finished 24' x 81 %2" 2'-L" X 6'-8" solid Core - Wood - 6-Panel 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold 2'-8" x 6'-8" x 1 %" Solid Core Wood. Steel, or Masonite Door 2'-8" X 6'-8" Solid Core - Wood - 6-Panel 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL b GARAGE WITHSTAND A[ wi Exterior doors to withstand pressures stated in permit info x on sheet 41 DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 rough opening dimensions to be verified bg contractor h manufacturer s specs prior to construction Verify attachment hole location with GC prior to fabrication 3/8" tl steel br COUNTER TOP BRACK DDTAIL Date Drawn 5-9-1i Drawn by: C,c_u_ Checked by: D.R.B. Square Footage Breakdown Total A/C Space = 1,153 sq. ft. Covered Porch Total = 212 sq. ft. Garage = 459 sq. ft. Under Roof Total = 2,484 sq. ft. STRUCTURAL NOTES: 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) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS EXPOSURE ="C" 3. POISON SOIL AND COVER W/ L MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 11. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A -IL, & 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 307 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12. BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 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 TO BE SPREAD iN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 13. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" BEAMS: 1-1/2" 6 TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14• LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. �• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE G. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF ILOO PSI ATTENTION OF THE ARCHITECT. 16. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 1-1• ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE FO * I D /4 7 o * I F L n N PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 1. Any changes to plans must be submitted to the architect for approval before proceeding With construction. 2. Contractor Shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and I #S, bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-I1" wide. Provide (2) filled cells on each side of openings from (o'-O" to 91411 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) �. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction I. 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-1� and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar Vert. w/ Thicken edge to 8"x8" SCALE: 1/4" = 1'-0" FOOTINGS SCHEDULE Mark Size Description FI 14"11.1 x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 1211W X 14"0 MONOLITHIC FOOTING — L" STEP DETAIL ON THIS SHEET 30" x 30" x IL" la COLUMN FOOTING WITH (4) 45 BARS EACH WAY F 8"W x 8"0 THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS FS 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS — CURB a 0'-0" FL 12"W X 18"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 30" overlap SEE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled cell ECTIONS one #5 bar continuous 6 xb" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 4" concrete slab with fibermesh OR GRADS= L'xc #10/10 WWM on to mil Visqueen over clean compacted termite treated fill co Grade m — (I I I 14% x 14"d concrete monolithic footing with (2) #5 bars Cont. 14" � j TYPICAL FOOTING DETAIL J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR L x6 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. ' o a (2) #5 bars Cont. bottom steel lo" 12" 2 DETAIL AT 6" 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 Top of rooter 16" below finished floor IIY 7 Verify house slab height in field SCALE 1/2" = 1'-0" PORCH SLAB EDGE DETAIL #5 bar Vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. 45 bar in curb \ LE 1/2" = I'-O" \SEE TYPICAL ECTIONS V concrete slab with fibermesh OR CXC 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 0'-0" is F.F. III —III 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 3 14" GARAGE CURB DETAIL SCALE 1/2" = 1'-0" 4" concrete slab With fibermesh OR 6"x6" 910/10 WWM on 10 mil Visqueen over clean compacted termite treated fill / \ / 45 bar cont. 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 metailic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide In annular space between sleeve and pipe. 2" x 6" PT wood secured with \ 3/8"dia. x L" 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 ITS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column Single Filled Cell Column NTS NTS 12" x 12" concrete column block filled with concrete and (2) #1 bars Vert. tied into lintels above O l2 8'-10%2" 112", 8'-10%2" 4 t— 44 T o Filled cell under girder above O o r I�4 p Rear Porch Slab to 15'-3" I IIUIUI,_i_j_�_�JIi_j_�_i IUIUI I I IL r - -- — —— PI — — — —, I I I FI I 4„ I I FI W — be poured separately t 1 I O poured Slab. I c I e (Y I � � I N O Thicken footing to I 24% x 14"d x 24"L DO O O DD VFl un filled cell er bearing.Rear Patio/Slab to �`be flush with bottom of sliding door recess. Slope I" 4" concrete slab with fib �m L"x6" #10/10 WWM on L mll Visqueen over I m I clean compacted termite treated fill 1 O a I Io WASHER DRYER FI 1 �I 1 ' I_i 'I -i -i i o OI I 0 i= I 1 �o �(ol,o l-1 IF- i 4" concrete slab with fibermesh OR FI 1 L"xC U10/10 WWM on L mil Visqueen over clean compacted termite treated fill 1 CROWAVE MIWAVE V NT I D O I REF. H. B 1 O OO � 3B" CLEAR OPENING i A# C W.H. --- � -- 1 I Q 1 See Steel Ballard detail on this sheet I 1 I I I 1 I 1 y� 1 l 0=I l o ;q I I J I 1 LU II 1 1 I I IQ5 o N I I FI t I o Meter a and panel 1 J either side or — — — — — — — — — — ouse field verify I _ ( 0 E 0 N service location I ( E ;n O i — -- --ar IQ w 4" St p l 1 0 N -, 5 T z ;- I 6 I I I t--- - -----J a I 5------ J o O D " �e4 O t---- O 00 Up] Recess for O OD — — — 00 O I.5" Recess for O 00 Garage Door inGarage Door .r 2'-8" 9'-O" _2'-8" L'-4" 2, 8„ 9,_0„ 2,_8, Braden Ill, Braden /Al/A, P,4 Architects — Planners Wgnne Building Corp. Telel S.E. Coconut Avenue (112) 28�f-8258 THE W I I j�l Y D S o R Spanish Lakes St. Lucie County FloridaStuart. Fax : (112) 287-8283 E-mail: bradenaia 8 comcast. net FL 34996 UAAC000032 MODEL: REAR PORCH LEFT Date Drawn Revisions Sheet 5-9-11 Drawn by; C_C:-Ll_ Checked by: D.R.B. OF 5 Comm # 1S-158 c. ....,... ._ 11 „" CST .. Mr.T ioit6 1 ICT A 11^ hurricane anchor at each truss ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19p/32" CDX PI wood 4. in permit info Cboxs on athesen plans foe zoner3 stated Key Area Edge Field Fastener Pressure Zone I 6" C 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank 16 psf Zone 3 4" 4,, 8d ring shank 84 psf ** Zone 3a 6" C U8 wood screw 112.5 psf ** Use nails or Screws based on pressure for roof stated in permit info box on these plans for zone 3 Provide 45 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete SUB-OB/OT precast lintel set in mortar � Min. 8" Bearing Provide #5 bar set in pre -cast R O O F FLAN scale lintel into beam where length of the opening calls for it. — Overhan S at 1)-0ii Unless Otherwise noted On tl Provide PT Buck attached per jamb letails into Filled c 4" Pre -cast Sill \ — Roof pitch at 4.12 unless otherwise noted on thi — Truss shop drawings to be provided by manufactu — Any changes to this plan shall be submitted to t Z architect for approval In writing prior to startinc — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification Poured Filled Cell — Contractor to provide for Form Board Survey e Form Board Survey to Truss Company prior to I Provide #5 bars with min. 48 bar diameters overlap in Filled cell. Tie filled cell steel into continuous rooter steel. Poured Concrete or concrete block wall e Anchors Per :urera Specs 1/4"Max. Aluminum Panel Sizes per manufacturer See Tupcal Stud Detail SINGLE PLY REAR GIRDER TRUSS I 4 Nail 2" x 4" blocking to vert. leg of truss with IOd x 1.5 nails at 4" o.c. I > Verify with Plan Install Simpson MGT into wall using I 1 c m a Concrete% „ 12 x 12 v 5/8" dia. threaded rod sat min. 12" into wet beam and (22) satnails into truss I a s Lintel r Column Block I I I #� Poured Concrete concrete block wall n Rebar Anchors Per 1/ Rebar 48 Bar Dia. TRUSS BLOCKING DETAIL Concrete Manufacturers Specs 2 Min. Overlap ATGIRDER STRAPPING, Column to Lintel Attac�ment AT CENTER BEARING POINT Flush Mounted Shutter Detall NTS 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 Tggpe 2 felt paper using Sd 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 rooring FL #11451.12 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 4" 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 detall on this sheet 1 1 1 1 1 1! 11 I LiNTEL SCHEDJLE Window or Doo unlit dth LintMark Size _ Cast-Crete peciffell on Rows of "H" Block Above Steel Bottom Slze Sigel SIu Max -Max Gravity Load PLF) Uplift PLF) Max Lateral PLF) L22 T-2" V-6" or8-OBAT #5 3049 1549 1024 L31 2'-V 4'-0" 8F8-OBAT I #5 2541 1343 763 L45 4'-5" 5'-10" 8F8-OB/IT I 45 1105 909 1 339 L50 5'-O" 6'-6" 8P8-OBAT I #5 1238 835 121 L60 6'-8. T-V 8F8-OB/IT I #5 1011 121 534 L80 W-O" 9'-4" 8F8-IB/2T I #5 2 #5 152 591 512 L90 T-O" 10'-6" 8F8-IB/2T I #5 2 #5 643 530 401 L90B 9'-0" 10'-6" 8FI6-IB/2T ONE I #5 2 #5 1533 1183 401 1_I00 10'-0" II'-4" 8F8-IB/2T I #5 2 #5 582 494 452 LIOOB Ici W-4" 8FI6-I13/2T ONE 1 #5 2 #5 1366 1028 452 1-120 IT-0" 13'-4" SF8-IB/2T 1 #5 2 #5 411 426 1 324 L120B 12'-0" 13'-4" 8FI6-IB/2T ONE 1 #5 2 #5 1015 110 1 324 1.140 14'-0" 15'-4" 8FI6-IB/2T ONE 1 #5 2 #5 1250 609 259 1_I60 1 I6'-0" 1 IT-4" 8F8-IB/2T I #5 2 #5 300 192 1 194 LILOB I It.'-O" 1 IT-4" 8FI6-IB/2T ONE 1 #5 2 U5 950 1 500 1 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. J 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 f — Edge t Fascia 12" 2" x 6" Sub-Fasci Kagcan full o vent viagl soffit installed using 1/8" dia shank x 15" long gals. roofing 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 bare Vert. tiei3' � into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of footer 16" below finished floor 12 4 1 1/2" thick stur attached to hi framing with na no less than F horizontal wood into vertical w Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable and truss with (2) 10d ils at each web on 3/8" hi —rib lath ntal and vertical wood in staples to provide 4" penetration into Imng and 3/4" penetration rramina members 5/8" thick light textured stucco on typical concrete block construction Varles - see plan U5 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 a Slope per foundation plan g I 1 III i I "i I�I LI�LhI I �I I I I, Wood 1/8" x 3/32' Wing Nut w/ appropriate washer and spacing per manufacturer's Details \ Stud Detall Stud w/ Die Cast Zinc NITS Nickel Plated Wing Nut nts Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) 10d nails at each truss PRE-ENGINEERED WO > e 24"o.c. TYPIC, ( shop drawings by manuf yR-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete _and (l) 45 bar cont. in each row. Substitute precast lintel filled with concrete and () #5 bar cost_ For bottom row over openings 1/2" drggwa11 over I" x furring strips of 14" o.c. with R4.1 ri-fol -insulation on typical 8" Block walls All drywall to be installed per FBC RIC' and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned and Mortar joints shall comply with FBC F Provide Dur-O-Rock at all wet areas (ex Fill cell with concrete and (1) 45 bar vert. (typical). -Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"xb" #10/10 WWM on 4 mil Visqueen over / clean compacted termite treated fill d i l l—(III-1 III —(III —I I I I l i III i i i i— `II-1111111111II PI 14" Tgplcal Section at Front For ®6 Scale : 1/2 — Braden t Braden AIA, Pia Architects — Fllanners 411 S.E. Coconut Avenue Tel ("112) 28-1-82' 8 Fax (712) 28-1-8283 E—mail: bradenaia3comcast.net Stuart. FL 34994 UAACC00032 5/8" dia. threaded rod wiG min'12" embedment .. .. _.. ,ntn beam either wet set or in eooxu with Provide downspout hurricane anchor at each truss rroviuc uvwnaNw ( 24" o.c.) supporting Max. 1810 lbs. uplift UJynne Building Corp. MODEL: Date Drawn : Revisions : Sheet Comm # THE WINDSOR REAR 5a-9—I1 Drawn by; RORCH C-_C.U_ Spanish Lakes LEFT Checked bg: St. Lucie County Florida TD.R.B. O1= 5 PANEL "A" arctt Description Wire Load BR Poles 2 AHU #10 3.5 kw 30 2 Description circtt A/C comp 1 g2S gkwitio 3 5 4 6 2 0gel. water HTR Range #6 12.0 kw 50 T 8 1 20 1.8 kw #12 Pump 9 10 ID er #10 5.0 kw 30 2 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave is 16 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw 412 Kitchen S.A.C. m Is Recepts #12 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts 20 1 1 20 0.81 kw 412 Garage Door Opener 23 24 Recepts T#12-20 20 1 1 20 1.4 kw #12 25 26 Recepts 20 1 1 20 1.92 kw #12 2l 28 Recepts 20 1 1 IS #14 General Lighting 29 30 Recepts20 I 15 #14 General Lighting 31 32 Recepts #12 20 1 I Is #14 General Lighting 33 34 Exterior GFCI 412 20 I 15 #14 General Lighting 35 36 Bathroom GPI #12 20 1 1 20 #12 smoke Detectors 31 38 General Lighting #14 15 I 1 20 912 Bathroom GFI 39 40 General Lighting #14 15 I spare 41 42 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General LI htin (3 watts s ft) Small. A.pphanee. Circuit(s)................................... .Range Refrigerator ............. ................................... Microwave ................ ............. ................................. Dish Washer Clothes, .Washer ..... ..................................... Clothes. ,Dryer_ _ .„........................................... Water Heater Water_ .Pump ........... ........................... .......... parage,Door,Opener ............. 1135 3 5,205 2 1,500 3.000 1 12,000 12,000 1 1.200 1,200 I 1,500 1,500 1 1,200 1,200 1 1,200 1,200 1 5,000 5,000 1 4,500 4,500 1 1,800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts 11100% 1 10,000 10,000 Remainder 21,415 e40% 1 O 10,966 Electric Heat or A/C 10,000 $65% 1 10.000 Watts 10,000 Calculated Load 30,944 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend $ single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Eyeball Recessed FB Push Button Switch _0 Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle O- Wall Mounted Light w� I Waterproof, ground fault interruptef Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cn I Carbon Monoxide Detector Flood Light Tp Thermostat m Electrical Panel ® Central Vac Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack Telephone Jack AC Disc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light SPE Speaker Hook -Up I❑ Intercom Od ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. S. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. S. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RMIX2 10. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC II. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical contractor, the completed system shall be full operative. 13. Contractor shall pay for all fees, permits, testing, and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. IL. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two gears from the date of acceptance or certificate of occupancy, or one gear 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 mag have been damaged. 11. It is not the intent of these plans to show everg minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.0 and shall comply with all local codes and ordinances, and =hall meet all standard requirements of the local electric iltlllty and telephone company. A/C disc. 150 #2/0 Aluminum feed AMP MCB 1 1/2' Conduit PANEL 2" PVC ( PORCH 14i CFM IOxlOxl GREAT 141 CFM lOxlOx1 141 CFM IOxlOxl Sam 124 CFM / / \ MASTER IOxIOx6 �� PORCH �� � BEDROOM � EP / WP GFCI MASTER / BEDROOM V I 12x12x10 I \ B/A 124 CFM r / _ _ ® IOxlOxb ♦ ♦ I rLI I//I r----- 121�x10 i 8x4x4 9 CFM Is I GREA� ROOM 0 I LOSE 4LOSFT LL- - - - - r I----- \ i 0 8x4x4 Vent thru 50 CFM -' -Soffit WASHER DRYER \ WASHER DRYER \ LAUNDRY VP G LAUNDRY DINING -(y 12"ISzl1x4x4 DINING I I ROOM I I Nag DW o ° I I I I 124 CFM IOxlOx6 I KITCHEN 3 TON I I SEE MANUAL "J" I MICROWAVE NON -VENT REF 38' CLEAR 2OK2� T and Energy Calculation L O OPENING i pi - - - - //Fe11 F\ for Unit info #I 4"(11, Steel Ballard See detail on this sheet I I I tti r 22" x 54" I / I Attic Access I I I L with fight 1 A 48xCF_ -n 2° rigid service FPL I Bare tt6 copCCe6 wire Lo #5 cont. Fe ar in slab ELECTRICAL RISER - 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 bg the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected bg others. 23. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from ang other service. 24. All exposed Wire below T-l" shall be installed in metal EMT conduit. 25. Drger Vents to be installed per FBC RM1502 GARAGE r----------------- i 1 I I I I I I I I I I I I I I I i I I I I I I I MECH/4N1C/4L 16 CFM r_A 8X4x4 I//I r s r 2x12x8 /', B/A III CFM IZxbxl SECOND BEDROOM 12xl2x8 B/A THIRD BEDROOM 100 CFM IOx6x6 150 Amp Panel GOLF CART GARAGE L4YOUT O= THERMOSTAT LOCATION SCALE. 1 / i " - 1` - O 1' I I �S '/ I IIO "" PANTRY GFCI 1 1 I I wP GFCI PCl I � I T CIH E � _ Install owlet I 1 �( �c under disc. N ��tJ� Jc3 CI not shown Foy D GF® MI,121W /'o I I01 V claret 4 U 38, NAR \ \ L - - - GFCI GFCI - 4- - - GFc \ - #1 Steel Ballard / See detail on this sheet I / r-� W� 22" x 54" Attic Access. Lwith,whf, I m -�---J / I I OPTIONAL PANEL / 34 / LOCATION / GARAGE // \� / 1 I vd) SECOND 1`�EDROOM 1 � 11 -� THIRD ' s---BEDROOM I � I \ � GFC� GFCI / A 5\ / \ h eagt 1 � 150 Amp GFCI / to corner \ GFCI Panel \\ -------� Garage I � Garage Door Door 1 I I Opener I \ I Opener 1 ®, �I GOLF CART Wire F r i i 1 I GARAGE i E Front Post Light I i 1 I to garage IJlghts \ GFc GFCI I I I I (4 (V WP GFCI -----' ELECTRICAL. fi L,4N O Post Light with Photo cell SCALE: 1/4" Center Post Light between driveways Attic Ventina Calculations Total Attic Space = 2101 sq. ft. FBC 2309.1 Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit Braden It Braden AIA, PA Wynne Building Corp. MODEL: Date Drawn : Revisions : Sheet Comm # Architects - Planners 411 S.E. Coconut Avenue II II III I T H E W i I �l D s O R REAR 5-9-11 Orawn bg: E-1 l�_ l� U Tel (112) 281-8258 PORCH C.C.U_ Fax (112) 2 g1-8283 Spanish Lakes LEFT Checked bg: E-mail: b raden&0 comcast. net St. Lucie County Florida ID.R.B. OF 5 Stuart. FL 34994 #AAC000032