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HomeMy WebLinkAboutBuilding PlansGulf Coast Supply and MFG 5v Crimp Metal roofing FL 41101.12 26 a. 5v crimp metal roofing attached to plywood deck using #9 x I-5" wood 9 screws with self sealing washer at 12" o.c. max spacing over A5TM 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 a� aced 6" ":o.c. atalllaps and two staggered rows 12" o.c. in field. Attach L f.. �:..e. :nn A(•(•APi.1...Y1� .la♦s: n hL:. .i.aa! 12" 12" H. 5/8" thick light textured o O stucco on typical concrete block construction o' Finish Columns with 5/8" thick x 8% cut 5/8" thick cut coral coral finished stucco bands finished stucco bands RIGHT ELEVATION SCALE: 1/4" = 1'-0" 12 12 4 SLOPE Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 21 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 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 5/8" thick x 8"w cut _ coral finished stucco ban \ 5/8" thick light textured stucco on typical concrete block construction — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LEFT ELEVATION ELEVATION NOTES: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL u11G51.12 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 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 . , V LIIR.A bW6 4 VI UI 5LUGc0 on Lypicai concrete finished stucco bands block construction REAR ELEVATION — Overhangs at 1'-0" unless otherwise noted on Roof Plan Roof pitch at 4.12 unless otherwise noted — ,Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. — Return ALL Stucco Sands into Window or Door. SCALE: 1/4" = 1'-0" 2" x 4" top plate 11 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c. base -board 2" x 4" P.T. bottom plate 4" concrete slab with frbermesh OR 6"xd" #10/10 WWM on L and Visqueen over clean compacted termite treated fill Interior Non—Searfnp Partition nts Braden t Braden AIA, FA Architects - Planners -411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia9comcast.net 12 4 1 SLOPE SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451,12 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 V 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 lack to trusses using attachment detail on this sheet 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION WQnne Building Corp. The Grand C Spanish Lakes St. Luoe County Florida /8" thick x 8"w cut )ral finished stucco bands 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 Plywood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. SCALE: 1/4" = 1'-0" 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands 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 Budding Code Residential: 6th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocity: IL5 mph ultimate Mean Roof Height: II'-O" Roof Pitch: 4.12 01.• Internal Pressure Co-e icent: ±O-Ig Subjectabdity to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: I65 mph ultimate Wind Exposure Classification: C zas iTCH Adjustment factor for Exposure Height: 1.21 x 0.6 = 0.126 ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; O.6DL+O.6WL Components € Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.L/-51.0 pat Roof Zone: 3. +20.6/-84.0 pat Components € Cladding Wall End Zone Width: 3'-4" Components € Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf 0 = Roof Zone I Wall Zone: S. +35.8/-41.8 pat Walla Zone 4 Components it Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3pat Shear Walls Considered for Structure? Yes ® Roof Zone 2 Continuous Load Path Provided? Yes Walls Zone 5 Are Components an Cladding Deter Provided? Yes END ZONE Minimum Sal Bearing Pressure:2,500 psi, Presumptive: X By Test: psi SEE PRODUCT APPROVAL F R IMPACT PROTECTION FOR OPENINGS = Corner Zones Roof Zone 3 ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: --!U— pat FLOOR DEAD LOAD: 10 sf JOB ADDRESS: 3-4 Alto Loma Date Drawn Revisions CC Sheet Comm 9 GARAGE Drawn by: O arlton LEFT c.c.u. VIEWEDR' # I . 1`�-2-4 Checked by: CODE COMPLIANCE D.R.B. ST. L(JCIE COUNTY', of 6 FLOOR FLAN CRASH POST DETA1 TYPICAL NOTES: SCALE 1/4" = 1'-0 " N.T.S. I. Contractor to verify ALL notes and dimensions prior to 34" high by 4" diameter steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) b" a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to 3,000 t,000 mix"3�8 Dh na 0 h„ dais 6. all ceilingsPshalll becrete leveled ached to bottLomu chord :22%" of trusses with screws per FBC R102.3.5. 0 0 1. 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 accessibilitg 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 EH. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 IL. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 1-1. All exposed attic insulation materials installed on attic floors shall have a critical radiant Masonry Beam flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation I" x G" P.T. Buck Walled to block with case hardened Halls materials exposed on the underside of the roof deck or on the attic walls shall complg prior to door attachmen with F.B.C. R316 - see permit info box of code edition 18. sum board materials all conform to ASTM C 6 C79 C -15 C51 C6 O G h 3 4 4 3 C9 I p 10 C60 C1002 11�� 11�18 12�8 I 95 or I 96 and all be installed C 4 ,C C G C 3 C 3 h d according to the following: (FBC R*102.3.5) Drywall y Thickness Location Orientation Framing Member Max. spacing p g fasteners Nall slang options For Spacing of Installation of dr wall Into Maximum Nails Screws wood framing members 2" x min. thickness Ceding Perpendicular 24" �" 12" 13ga 1 3/8" long with 19/44" head 0.098" diameter x 1 1/4" long �21I annular -ringed or 5d cooler nail OR 0.080" dia. xx 1 5/8" long with Walls Either IG" 8" IG° Direction 15/44" head OR Gypsum board nail 0.084" dia. x 15/8" with 9/32" head. Gelling Perpendicular 24" -1" 12" 13ga 1 5/8" long with 19/44" head 0.098" diameter x 1 3/8" long 11 annular -ringed or 4d cooler nail 0.092" dia. xR 1 1/8" long with Walls Esther 14" 8" IG° Direction 1/4" head OR Gypsum board nail 0.0915" dia. x 11/8" with 19/G4" head. Install SGD thru buck Into block with 3/I4" tap -con with 1 1/2" penetration at 4" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/19" tap -con with 1 1/2" penetration at 4" o.c. max. from each corner and 20" o.c. max thereafter at sill per product apprc 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A13-1.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C11-18 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 26 with an accompanyingg smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. insulation shall complg with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2( 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" and laps Fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 4" o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss with (10) 10d x 1 1/2' made ( 21' o.c.) supporting Max. 18101bs. uplift Aluminum Drip Edge t Fascia 2" x 4" 5ub-Fascia Kallcan full o vent vinul sorrit installed wing 1/8' dia shank x 15" long gaiv. roaring nails with 3/8' dia. head per product approval - see chart sheet #1 5/8" thick light textured stucco on typical concrete \ block construction #5 bar vert. w/ 30" overlap at each filled cell Grade TYFICAL 12 4 PRE at24"o.c. -NT YPICA TRUSSES (shop drawings by manufacturer) R-30 blown fiberglass in bottom chord of trusses V-1/2" drywall with smooth finish Two rows of beam block filled with concrete and (U #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar coat. for bottom row over openings 1/2" drywall over In x furringg strips at 14" o.c. with R4.1 ?,-foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC R401.1 and Mortar Jonts shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x4" 910/10 WWM on 4 mil Visqueen over clean compacted termite treated fill T1 � � � II II1111- I III1 I I11 I-11I _ �''' -ill I i I 14" x 14" Concrete footing 14" with (2) #5 bars cant. and #5 SE C 71 O N transverse bars at 48" o.c. Scale : 1/2" = 1'-0" AREA CALCULATIONS 14'-0" Living A/C = 144sq. ft. Front Porch = 141 sq. ft. 2C Rear Parch = 200 sq. ft. ° E IE a Garage = 321 sq. fte EEGRESS Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,568 n 2' VTR 12" 12a 1 MMAASTER TH r LAY-1 2a I „ WM-I We-1 2„ 2„ 2" LAUNDRY 3" 2" 2" 2' AAV JI1_2' VTR 6T-1 3„ 5-1 3' I 21 KTICHEN 2" 1 2„ LAV-1 3 PLUMBING RISER I" x V P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door G n Masonry Wall 1+ 1 1� ,.... ... WC-1 BATH #2 Bottom Track Typical Flooring :4'' Sill Install SGD thru buck into block with 3/I4" tap -con with Sliding Door D t a l l 1 1/2" penetration at 4" o.c. max. from each corner and 20." o_c. max thereafter at Jambs per product approvalJamb At Masonrg Wall NTS Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5%'X 5'-3%8" 54;18"x 43%4" Single Hung ZONE 4 2, V-2%"x V-3 %" Is" x 43 %4" Single Hung ZONE 4 3. ll x V-2 1/2" 1 2-7 38%n Single Hung ZONE 4 4. 4'-5%"x 4'-2%" 54Y8"x 54Ye" Single Hung IZONE 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 manufacturers specs prior to construction > f Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A T-O" X T-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-O" X V-8" 41''/4"x 83%" Fiberglass Panel - Inswing ZONE 4 C 4'-O" X 6'-8" �4" x 81 '/2' d"reche"ta`°" Sliding Glass Door ZONE 4 D 2'-O" X 4'-8" Solid Core - Wood - 4-Panel -Bi-Fold Finished 24" x 81 %2" E 2'-4" X to Solid Core - Wood - 4-Panel F 5'-O" X 4'-8" Solid Core - Wood - 4-Panel - Si -Fold G 2'-8" x V-8" x 1 %4" Solid Core Wood, Steel, or Masonite Door H 2'-e" X to Solid Core - Wood - 4-Panel 2'-4" X 4'-8" Solid Core - Wood - 4-Panel - 51-Fold K 2'-8" X v-8" Solid Core - Wood - 4-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified bg contractor with manufacturer s specs prior to construction To Septic Z I N 2'-8" ° MASTER so= BEDROOM m 8'-0" A.F.F. ~ LLN Flat Ceiling O T N A/C Meter O Rod amity to a 4 Y2"hig o- 1 N J CLO E I 0 a 30 OPTIONAL PATIO/SLAB siNe\II I Rod tIShelf I e" pW Ii -W/ IATH - 1 a I "` KITCHOI OI L_-a iv e'-O" A.F.F. I ® - Flat Ceding 4'-O pper cabinets to exnd overRne. fCD IN G ill yt 12' x 12" Concrete column / block filled with concrete and (2) #1 bars vert. tied into lintels above Covered Porch jk8'-O" tol9'-8" A.F.F. Vaulteld Ceiling GREAT ROM I I I V_ I I N x 4" knee -wall 8' O" to T-8 A.F.F. >w counter top I Vaulted Ceiling f I DINING os�;y I ROOM I Vanity to be 34 Y2"high (41") R-II watts In ads 4" Steel Balllarrd W.H. vl 1 N a` e detail op 1bia-sbeelL 1-i„ $ I F � 22' x 54" Provide auto Attie Access 1 I closer with light L_____J " 22" 1_ ISO Amp � 4" P nel m "' GARAGE O -4" A.F.F. Flat Ceiling O N r----------------- 1 I Block wall in �- I garage to be struck block 1 I I I I I I I I I I /A-\ I 8'-0" A.F.F. Flat Ceding SECOND BEDROOM 0 N I =L U Y\ a cr.. °❑ EGRESS a D Ell 4EE i O C 3'-1" G V E R D 12" x 12" concrete lumn block filled 0 R C with con rete and (2) 1 bars vert. tiet: G' 2" into lintels bove in I 3'-5" 9'-0" 3'-5" 2' all 2'-8" 15'-10" 4'-2" 9'-4" NTS Install windows thru buck into block with 3/10 tap -con with 1 1/2" penetration at 4" o.c. max Attach buck to block wall with from each corner and 20." o.c. max thereafter at Iambs and 20" o.c. max. 1/4" dia. Elco conc screws with min. Exterior Face at head and sill per product approval I I/4" penetration at 12" o.c. max and 4" max from thru of wall Buck to be I" x 4" PT Exterior face each corner 2' x 4" PT Buck Varies of wall 7t: ones I"x4" P.T. Buck nailed to 98 Wood screws thru iamb into buck INSTALL VULKEM BLOCK SEALANT D e t l block with case hardened nails UJ ON ALL JAMB, HEADER, AND at each hinge and 15" o.c. max and a I at INSTALLATION NTS Braden t Braden AIA, PA wgnne Building Corp. Date Drawn Revisions Sheet Comm # Architects - Planners 12-3-19 411 S.E. Coconut Avenue The Grand Carlton GARAGE LEFT Drawn b : y REVIEWED FOR 2 1 - 2 Tel : (112) 281-8258 Fax : (112) 281-8283 34 Alto C.C.0 CODE COMPLIANCE S Lakes E-mail: bradenaia9comcast.net Stuart, FL 34996 UAAC000032 arilsh Sl'• Lucie County Florida Loma Checked by: D.R.B. ST. LU 2r% COUNTY OF 5 __ nnni+ r-­1 ^— — - - — —) 1 ` .7 11CUL. 1 UrI/"�I- IX I r_— I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,S00 PSF SOIL 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 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/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (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 MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDAT ON FLAN B. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 4-1 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. il- 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. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSi I5. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 14, ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. GI85 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 48 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" wide. Provide (2) filled cells on each side of openings from L'-O" to 9`11" 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 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 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction S. ALL Reinforcing steel shall be grade b0, meeting ASTM A —I(. and A-35 specifications. ALL Anchors to be A-30-1 steel. 9. Provided minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. 45 bar vert. w/ Thicken edge to 8"x8" SCALE: 1/4" = 1'-0" Termite Erotectlon 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. 30" overlap SEE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled cell TIONS one #5 bar continuous Oxb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 4" concrete slab with fibermesh OR 6"x4" 910/10 WWM on 10 mil Visqueen over clean compacted termite treated Fill Grade ILI mE �, _ ill III I I I �_ i 14"w x 14"d concrete monolithic Pooting with (2) #5 bars cont. 14" TYPICAL FOOTING DETAIL J SCALE 1/2" = I'-U" 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. Step per e foundation plan 4., Y it r (2) #5 bars cont. bottom steel 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of Tooter IL" below finished floor_ E STEPDOWN VeriFU house slab height in field 30"x30"xl6" concrete column footing with (4) II= 45 bars each way F 30" rl COLUMN FOOTING DETAIL SCALE 1/2" = 1'-0" =11111 i,llll=1111 a„ N PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" #5 bar vert. w/ 30" overlap at each filled cell IIIIVSEE TYPICAL ECTIONS Adjust curb height Filled Cell Masonry Column With One based on gar. floor 4" concrete slab with fibermesh OR #5 From Footing To Tie Beam slope. OxV 410/10 WWM on 10 mil Visqueen over Conc. Fill To Be 3000 PSI 3:5 bar in curb clean compacted termite treated fill See Floor Plan For Location 0'-0" m F.F. Grade U1, Ilia— O l tr I - If V MI ;0E; — 1 Single Filled Cell Column 14"w x 14"d concrete monolithic NTS footing with (2) #5 bars cont. 14" ARAGE CURB DETAIL 5CALE 1/2" = I'-O" 2" x 6" PT wood secured with \ 3/8"dia, x 6" 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 NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden t Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia9comcast.net Stuart. FL 34996 UAAC000032 14'-0" 1 /�' 1 20'-O" PATIO/SLAB rI _ —I 1 --- I T fv. _ ----- ---I - --- - - -t " II �I O Filled cell under I FI girder above I I o I 24"Fnrn I e r J to bepoured ar Patio/Slab from the house slab. ` C4LI ° m I Thicken footing to 24% x 14"d x 24"L I I ° of FI under filled cell 11] a under girder bearing. LDO 13— - -\ n 1711711 1 Ei I I 1 1 131 -----Fi - - - - -- v Uc I Rear Patio/Slab to be flush with bottom of c — n u- I sliding door recess. Slope 1/7' I I of I I I I I I iaC" 1 32'-e" I I I^ 4" concrete slab with fiber esh OR 6"x6" 410/10 WWM on 6 mil V squeen over I clean compacted termite tr ated fill I FI I I I I I ° I I� Ia a 1 I 4"s Steel Ballard W.H. Pilled w/ Concrete O I } F5 Vo- I I�OI 1 IL I I�IdI I to w0v va I ui .Q_ I s Et! II a t! 'a v - I • L — Ion t o a u.l I M I i A 2�3`f Z 9 a p- i E O I I °u 0) w IFS#�V w I XV I 14'-6° I � I d 1.5" Recess for ° ° ° O — arage oor `v 3'-5" T-011 3 _5, 4,-2„ WQnne Building Corp. The Grand Carlton Spanish Lakes St, Lucie County Florida I I I I I FI I I I M 2A m In 0 5 a m — �I I Iin i--� 7_I 1 ° ° J� � G' 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. ti into lintels above FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS F 30" x 30" x Ig ID COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS FS th With With Curb at Garage x 14"D MONOLITHIC FOOTING ® WITH 2 #5 BARS CONTINUOUS — CURB 0'-0" Date Drawn Revisions 9 GARAGE Drawn LEFT Drawn by: C.C.U. 34 Alto Checked by: Loma D.R.B. Sheet Comm # REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Ede Field Fastener Pressu re Zone I L" L" 8d ring shank 45 psf Zone 2 4" L" 8d ring shank 16 psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 6" L" 48 wood screw 112.5 psf ** Use nails or acyews based on pres§ure for roof stated in permit info box on these plans For zone 3 Verify with Plan Concrete r 12"x 12„ / Lintel —, Column Block �1 Rebar Rebar 48 Bar Dia. Min. Overlap Column to Lintel Attachment NTS Provide #5 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 act in mortar-. Min. S' Bearing Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. 'J PI Provide PT Buck ,) attached per jamb *tells into filled cal 4" Pre -cast Sill �.I Poured Filled Call Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous Tooter steel. is I Concrete Footing (see rooter schedule • . ' 'T'' -. - -. .. for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4' blocking to vert. leg of truss with IOd x 1.5 nails at 4" o.c. Install Simpson MGT into wall usingg 5/8' dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss 3LOCKiNG DETAIL )ER STRAPPiNG TER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one lager of ASTM D Tgpe 2 felt paper using 8d nails. Substrate to be 19/32 CDX Pigwood nailed at L" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws wrth 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 C 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 �\ Additional Precast Lintel #5 bars � Lintel Bar Clear "A" "B" P Len th Len th Span Bars Bars CLEAR 9 9 2'-10" 2'-8" 1'-6" 2,#3 none '`----'' is. ---- it �'----'' 3'-4" 2'-2" 2,43 none 8F8-OBAT 8P8-I15/IT 8F8-IB/2T Additional 4'-0" 3'-10" 2'-8" 2,93 none #5 bars CLEAN �.;� �1".�-,`` 3'-2" 2,93 none ne Row or 'H" '�:�_�,; ^'_•<, BI«k Above 51-4" 5'-2" 4'-O" 2 #3 none ?:2. Precaei Lintel 5'-10" 5'-8" 4'-6° 2,#4 none 6'-6" 4'-4" 5'-4" 2,#4 none '•' Additional'•`' ) #5 bare r•____JF 1'-6" 1'-0" 6'-2" 2,#5 none BPIL-IBAT BFIL-IB/2T NOTES: 8'-4" T-10" 1 l'-O" 2,45 none I. min. coverage of atael=1.5" 2. min. bearing required a ea. end=8" ALL reinforcing steel is grade 40. 3. standard for rainf. steel=A5TM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door Unit Width Lintel Siva Cast -Crate Specification Rows of 'He Block Above Bottom Suel Sim Top Steel Sim Max Gravity Load (pLF) Max Uplift Load (PLF) Max Lateral Load (PLF) L22 T-2" 3'-6' 8F8-OBAT 1 #5 3049 1569 1024 L31 X-C 3'-1' 4'-O' BPS-OBAT I #5 2561 1343 143 L45 4'-5' 5'-10' BPS-OBAT I #5 IIOS 909 339 L50 5'-0' v-L" or8-OBAT i #5 1238 ass 121 LLO v-8' 1'-L' 8F8-OB/IT I #5 1011 121 534 L80 S'-O' 9'-4' 8P6-IB/2T 1 #5 2 1 #5 152 1 sell 512 L90 T-O' 10'-(.' 8F8-IB/2T 1 #5 2 #5 L43 530 401 L90B 9'-0' 10'-L' BFI6-I15/2T ONE 1 #5 2 #5 1533 1183 401 LI00 10'-O' IV-4- SP8-IB/2T 1 #5 2 #5 582 444 452 LiOOB 10'-O' ll'-4" BFI4-I13/2T ONE I #5 2 #5 1366 1028 452 1_I20 12'-O' 13'-4" 8P8-I8/2T I #5 2 #5 411 428 324 LI20B 12'-O'1 4" SPIL-3/2T ONE 1 #5 2 #5 1015 110 324 1_140 14'-O' 15'-4' BFIL-IB/2T ONE I #5 2 1250 1,09 259 LILO IL'-O' IT-4' 8P6-IB/2T 1 #6 2 J*S 300 192 194 LILOB IL'-O' rr-4BFIL-IBl2T ONE I #5 2 950 500 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. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 11/2" nails - ( 24" o.c.) supporting Max 18101bs. uplift Aluminum Drip �'"•— " Edge t Fascia 12" 2' x L" Sub-Fasci Kagcan Full o vent vmgl soffit metalled uang 1/8' dia shank x 15" long gale. roofing made with 3/6' dia, head per product approval - sea chart sheet #1 12' x 12" concrete column block filled with concrete and (2) 131 bars Vert. tred_� into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of footer IL" below Finished floor 4 Aluminum Drip Edge t Fascia Flash and Counter t' flash Nail ledger to gable end truss with (2) IOd Its at each web 1/2' thick stucco on 3/8' hi —rib lath attached to horizontal and vertical wood framingwith nails or staples to provide no lothan I-3/4' penetration into horizontal wood framing and 3/4' penetration into vertical wood framing members 5/8" thick light textured stucco on tgprcal concrete block construction Varies - see plan #5 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 '? . .. .. .,. ..r' .. Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8 dia. threaded rod with min 12" embedment i hurricane anchor o t e at each truss into beam (22) IOd truss leg either wet nails into per detail set or in epoxy with truss. Add blocking to on this sheet ( a" O.C.) HETA 20 I810 supporting Max. Ibs. uplift Poured Co concrete t Poured Concret Concrete block Concrete , Manuracture chars Per Specs lax Aluminum Panel 51mes per manufacturer — See 74oical Stud Detail 1/8' x 3/32" Wing Nut e/ appropriate masher and spacing `u per manuraaturer's Details .ocs• .09T 0 s m m n� e I Stud Detail Stud m/ Die Cast zinc NTa Nickel Plated Wing Nut i/4' Flush Mounted Shutter Detail nts Brace Gable and with 2" x 4" SYP #2 art back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES 61 24"o.c. TYPICAL ( shop drawings bg manufacturer ) a) w 4 X � O U or n- a IS w u.._ to u d O a E C O N `r N Q s� W En, Brace Gable end with 2" x 4" SYP #2 min. Oft back nailed to bottom — of top chords using (2) IOd nails at each truss \R-30 blown Fiberglass in bottom chord of trusses -1/2' drgwall with smooth finish Two rows of beam block filled with concrete -and (1) U5 bar cant. in each row. Substitute precast lintel filled with concrete and (1) #5 or cont. for bottom row over openings 1/2" drywall over I" x furrin strips at 14" o.c. with R4.1 P-foll -insulation on tgpical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertainingg ASTM codes, Mortar to be Tgpe "M" onlgg proportioned per FBC R401.1 and Mortar joints shall camplg with FBC RC 01.2.1. Provide Dur-O-Rack at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) #5 bar Vert. (tgprcal). \x ppunlessng shallotherwi not noted Base see foundation plan exceed 'fOnotes for Base spacing at openings — OVERHANGS AT i'—O" UNLESS OTHERWISE NOTED ON THIS SHEET 4' concrete slab with ribermesh OR - ROOF PITCH AT -f:12 UNLESS OTHERWISE NOTED ON THIS SHEET 6"4" an coin WWM to L mil treated over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill - ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE 1 I 14' PI Tc4plcal Section at Front Porch sral,4 • 1 /1" = 1'—nit a it 7011 WINE 11 . WN, MAIN 11 I VeWE. W"� jlsealing wood screws with a.If t 2) 0 'labseFast lwivf-rel-�Lrrosion aralled with min. 4" side laps anj It d) e3ned mOant tin ca a and with 1.25" firia shank nailli Attic Access 5 SLOPE gab light Q 00F PLAN O N Q 3- 1 ■ J 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 -2-19 PANEL "A" Poles BR Load Will Description circ# arc# Description Wee Load SR Poles 1 20 1.2 ka #12 Refrigerator I Range #L 12.0 kw 50 2- 1 20 L2 km 912 Cloth" Washer 3 1 20 1.5 kw $12 Kitchen S.A.C. 5 L Dr er $10 5.0 kw 30 2 1 20 1.5 kw #12 Kitchen S.A.C. I a 1 20 - #12 Bathroom Racepts 4 IO Air Ccndsawwor #10 5.0 kw 30 2 1 20 1.2 Its #12 Dishwasher 11 12 I 20 1.2 kw #12 Microwave 13 1 14 1 An Handl 810 5.0 kw 30 2 1 15 - #14 General Lighting is IL 1 15 - #14 General Lighting 11 IB WH #10 5.0 kw 25 2 1 15 - 814 General Lighting 19 20 I 15 - #14 General Lighting 21 22 GDO $12 0.81 KW 20 1 1 15 #14 General Lighting 23 24 spare Spare 25 24 Spare Spare 21 28 Spare Spare 1 29 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Oty. I Watts Total(Watts) General Lighting (3. watts aq. ft:) SmaII-Appliance. Clrcult(e).................................... Range .Refrigerator ...... ... . ..... Microwave .............. ....................... Dish Dish.Washer................................................... Clothes,Washer............................................... Clothes, .Dryer . . . . ......... ......... ......... ......... Water Heater .... ........ ........ ........ .... .. .Garage.Door.Opener........................................1 1135 3 5,205 2 1.500 3,000 1 12,000 12,000 1 1200 1200 1 1.500 1,500 1 1,200 1,200 1 1,200 1,200 1 5,000 5,000 1 4.500 41500 810 810 Total Watts 3SAI5 First 10000 Watts 8100% 1 10,000 10,000 Remainder 25AI5 040% I O I0,244 Electric Heat or A/C 10,000 945% I 10,000 10,000 Calculated Load Watts 30,244 Voltage 240 Calculated Wattage Divided by Voltage - Total Amps 124.02 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Egeball Recessed Push Button Switch Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle ♦ Wall Mounted Light ILr MWa= ground fault circuit n Light with Pull Chinn (attic)® Floor Duplex Outlet © Computer Connection Jack 0 Carbon Monoxide Detector 412 Flood Light TD Thermostat Electrical Panel m Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack ® Telephone Jack nc Disc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light KR Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN O - THERMOSTAT LOCATION B/A = BALANCED AIR 1[ent-tl ru - Soffit 1-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. #2/0 AL SER Cable (3) 41 THHN Copper 9 With 41 Grnd 2" PVC Schedule 40 conduit 2 PVC Schedule A„P 40 conduit sleeve AMP MCB into attic MCB PANEL AHU PANEL AHU 200e rated 200a rated meter can meter can n 2" PVC schedule rilllvlely i 2" rigi rode ELECTRICAL RISER bonding pant 2" PVC ( FPL: schedule 80 2" rigid service Reragetem banding erminatlon point 19 Meter ■ OPTIONAL PATIO/SLAB 143 CFM IOXIOXL MASTER BEDROOM IL3 CFM IOxIOxL e\ e � 4\1 B/Ax9 cLosE ATHo � 10, I ° 150 Amp Panel PATIO/SLAB I GREAT ROOM I119 CFM Center Registers ,49 IOxIOx Ion ceiling; en IOxIOx1MFul IT L - - - - - -f' - W.H. 22x 54" Attic Access with light L - - - - - GARAGE r----------------- iI I I I I I I I I I I I I I I I I I I I I I I I I COVERED PORCH DINING ROOM Exhaust Duct Thru Soffit 4" Exhaust Duct Thru ° Wall I H.S. WP GF 7 Vent_ thrlr5tall owlet -W- -under disc. NiATH °� 011It not shown or clarity 232 CFM 12)dxl SECOND BEDROOM j 12x12x8 i-N B/A MECHANICAL LAYOUT - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. SCALE; 1/4" = 1' - 0 " manufacturers recommendations which manufacturers recommendations which 1 1 ground rods -- --- ALTERNATE SERVICE ELECT. RISER shall be verified prior to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment - Verlfy AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire only from panel to devices 15. Contractor shall guarantee all materials and workmanship free defects for leas from 20. All equipment and panel sizes shall be verified before 2. Provide and wire all required smoke ( Carbon of period of not then two years ordering. The contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the Job conditions. 3. Contractor to verify location of electrical year from closing sale of house - service and provider. Correction of defects shall be completed without additional 21. Furnish and install all Fixtures as called for on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected by others. S. ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have been damaged. L. Recessed cans to be installed per NFPA requirements. IL. It is not the Intent of these plans to show every minor detail 22- All raceways and pipes placed in or through any concrete 1. Tamper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from any other service. 8. A/C Return Air Balance Must complyg w/ FBC RMIL02 the requirements necessary for the equipment to be placed in 9. r A/C Refri nt lines that are run thru slabs must be proper working order. 23. All exposed wire below 9'-1" shall be installed In metal EMT 10. sleeved in�C ALL A/C Equipment shall comply with energy calculation IT All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall conduit. 11. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility 24, Dryer Vents to be installed per FBC RM1502 12, contractor, the completed system shall be fully operative. Contractor shall pay for all fees, permits, testing. and and telephone company. 13. inspections including blower testing where required. All work shall be coordinated with other trades to avoid 18. The electrical system shall be completely and effective)gg 1B grounded as required by the latest edition of the N.E.C. interference with the progress of construction. 14. All required insurance shall be provided For protection 19. All material shall be new and shall bear underwriters' against the public liability and property damage for the labels where applicable. Braden it Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaia9comcast.net Stuart. FL 34994 #AAC000032 Meter OPTIONAL. PATIO/SLAB Ll /'Covered Porc�,,, MASTER 17 BEDROOM WP GFCI \ I \ 1 11 ITVI- I - Smoke / Carbon G R � A T �. Monoxide Detector R O M i i Combo An ® s I c I I GFCI /� I --T --, CLOSE GFCI 1 I i I DINING 1`� GFCI I I `---* F.� I I ROOM c �� OFAR" KITCHEN------ S I CHIMES F o C.M. Detector onlgg per FBC 21 \ 314.3 i GFc1 50 CFM F N GF GFCI I / c 42" GrCl&)- W.H. ®- C 22" x 54" 1" I I Attic Access p with light I I I \ \ L J ---� Lt-� \SECON0 MR Optional N 15Panel panel location B D R O O M Pull chain ® T \ \ light in attic Y 42" GFCI GARAGE /APB Garage / e Door / Opener I I LIP GFCI COVEREEr I I ELECTRICAL FLA SCALE: 1/4" = 1'-011 Post Light with / ,Attic Venting Calculations FBC 2309.7 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.Ib sq. ft. required Provide A Continuous Vented Soffit Wwnne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida Photo cell �q V Date Drawn Revisions 9 GARAGE Drawn LEFT Drawn 6y: REVIEWED FOR 3�f Alto C.C.U. CODE COMPLIANCE Checked bg: Loma ST. LUCIE COUNTY D.R.B. Z" Exhaust Duct 7hru Soffit Wire For Front Post Light Sheet Comm # 19-24 B OF 5 DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less 30' to 60' Span 60 degrees Spree er Bar or less 2 f_— 11 __0 ag �.-_Approx 2/3 to-� Tag Line span approx. p^e /2 or span REFER TO BCSI REFER TO BCSI Truss must be set this way. if crane used Truss must be set. this way if crone used, s. Truss is an example, your truss may rot match, This Is an example; truss may not match. e^a insist. crane operator sets truss the way. Insist crone operator sets truss this way. s a' P ai U REPRESENTS A RANGER SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 F-- i 8'-1 U M upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord I WALL HEIGHT 8'-1" TYPICAL END DETAIL 12 4.00 12 2.00 upset=1/4" heel=315/16" PLUMB CUT END 1'{ 2 x 4 Top Chord WALL HEIGHT 8'-1" END DETAIL: A 4 ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAIR OF 17'- 23"IN LENGTH Do not stand on trusses until they are braced per BCSI & properly nailed to stri & hangers _ 34' N d a) 0 m m fb m m t0 m to J2. OD J2 III J4 J4 0 •- J6 GRB J6 A8 A8 PD i I. A7 I A6 A5 I A5 _I A5 I N A5 I I I A5 I _ A5 END DE. A ------------ I 2/1 .. INT. - -- -_ A5 , 13'-7 1/2" — A5 I I A5 A 77 7 2 A F- �0 - W �'L A ¢per �JF- m J lY A z > aao _ - .Q o r A N Wm F, >0 A A GRA is J6 c J4 a CD J4 J2 J2 0 m m m 0 m m11 o a0 m ad V N GARAGE LEFT i TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The legal description of the property where the trusses will be Installed is; The undersigned acknowledges and agrees: t: Trusses will be made In strict eccoMenca with this Wss placement diagram layout which Is the sole eumodry for datarminingsuccassPof fabrication of the trusses. 2. All dimensions In this layout have been verified by the undersigned. .3. Unless written notice is provided by cartlled mall to Chamber Trues within tan (10) days of deiNery the undersigned agrees that no beckchergas will ba alloweIn the event such mitten notice Is furnished Chambers Truce shall have three (3) buajneas tlays in which to begin repairs required, or to substitute other trusses, at Chambers bo n. 4. The undersigned acknowledge: receipt of `SCSI 1-03" summary,heet by TPI 8 wrCA. S. Delivery b to Job ,Its. It ie the buyere'reaponeiblllty to make the Job she suitable for delivery. Chambers Truss has the able authority to determine the suit the j of the Job site bl of r poldon of the Job she for delivery, Chambers Truss will be responsible for dump delivery only. The buyer Is responsible for additional delNsrp expenses If Chambers Truss has to redellver becausejob sits Is riot prepared for delivery or buyer Is not prepared for delivery of Images. Buyer le responsible to Chambers Truss for towing coats due to she conditions. 8. Price as shown in paragraph 7 below Is subject to change Nany changes are, made In. this, layout A $50 per hour fee for revisions may be charged by Chambers Tn1sa. ' 7: ThlsIe a PURCHASE ORDER to Chambers, Truss of the sum agreed lq or N ne: egreement a reasonable pdca. Involcewlll be made on deiNery end paid within terms of neT on delivery. Invoice may be made at scheduled date of delivery N buyer cannot accept delivery of fabricated images. The undersigned agrees to pay Charntiryso reasonable attorneys fee for collections In event of payment not ifty made. rye 1-12'/,, per month service chawill be added for all sums not paid terms. 8. Signature or Initials anywhere on this sheet constitutes agreement to all terms herein. 9.-In consideration of Chambers Truss extending credN for this material the undersigned unconditionally guarantees payment when due of any and all Indebtedness owed to Chambers Truss by any entity receiving material and the undersigned agrees to pay such Indebtedness Including attomaye fees, N default In payment for material be made by the recipient 10. In the event of any litigation concerning this agreement, the Hems furnished hereunder or payments referred to herein, the, parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per -National Standard And Rotiommended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSIyrPWVTCA 4.2002- DATED SIGNED FOR _-TITLE ._r ___. ___..._a __._-1.�.�r•,•, ,,,•�r„w na p,ovw eaa gtay a uWTW9.. Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. Temporary and permanent bracing are required and can save life and property and Ia the responsibility of the truss erector. 'Study the contents of the Information packet Included on delivery before setting trusses. Trtzi must be setand braced perdesign to prevom1r4t ry E, dwwgo, Trusses must be set plumb and square Do no so bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DON SET TRUSSES U;5/flIG THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAM S INC 3105 Oleander Avenue Fort Plerceir Florida 34982-6423 800-551-.5932 Fort Pierce 772-465.2012 Fax 772-465-8711 Vero Bgq kreXiTic 9-2012 Stuart 772-286-3302 awing appravaicT!garJ:RSr .d.�1M�•y shop drawing approval is NOT a "double check" of the contractor. The contractor shall remain responsible for checking field measurements and other construction criteria. Architect's reviewo approval covers general roof a ape truss strapping, and loading on structure from gravit y and uplift (dad their rasp ive iocatis and pns..'. Approved By: Date Brads n A.I.A. P.A. 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-14 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. °> Top Chord Live 20 N a Top Chord Dead 7 4.2 t �j o Bottom Chord Live 10 Non -Concurrent E `1 - I Bottom Chord Dead 10 3 TOTAL Load 37 7.2 -a N Duration Factor 1.25 Y o Wind Speed 165mph Top Chord C.B. Sheeting by builder. N w Bottom Chord C.B. Sheeting by builder. 3 Highest Mean Height 14'-0" �• Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 R.D.L.=Restrainin Dead Load C.B.=Continuous Bracin Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the 46M Bu no Desi ner and/or En ineer of Record. Chambers Truss Inc. Drawing Name: M11323 Scale: 1 /4 = 1' (� 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By: Date:04/24/12 Revised:02/21/18 FOR WYNNE BUILDING CORP. DESCRIPTION: se��F 62' GRAND CARLTON III s es - sr M 11323 a PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE USS 13 TRDRA�oDE C®MPL�A� WINGS ARE ATTACHED TQ 416 1CoR & 5 C& BOCC