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HomeMy WebLinkAboutBuilding PlansI 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 (tgpe 2) 30 lb Felt underlagment installed with min. 4' side laps and G" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V 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 GRES ■ 3 ---------------------------------------------- 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATION 3 5/8" thick light textured stucco on typical concrete block construction RIGHT ELEVATION SCALE: 1/4" = 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plgwood 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 6" ent laps Fastened with corrosion resistant tin caps and with 1.25" ring shank nail spared o.c- at all laps and two staggered rows 12" o.c. in field. Att, c dock tyi�trusses using attachment detail on this sheet \ SCALE: I/4" = 1'-0' 5/8" thick light textured stucco on typical concrete block construction kaw 5/8" thick x 8% cut coral finished stucco bands Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows k Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method Exzpiration Date Design Pressure of Approved Tests 1.2.3 t4 FL# 239.3 Single Hung SH-100 Impact PGT 5/I6° 1/4' dia. tapcons w/ min. 1 3/8' penetration to be spaced per product approval. Contractor shall adhere to min. edge dot as specified in Product approval + 80.0 PSF - A I6-0330.02 Overhead Garage Door Model 824/81l 9'-4' max. width li'-O max height DAB neta x e•M:Me eR s • a sf vwt. ee.w a/a' x d' Hiki iiLe sleeve rxh•e ae a" ac. da esske. •u •n Y w,. dds•e. Ineeu trek to buck na is 5/IL' x i 5/e' fin tiresd 4 =Cress m sack bracket wenitnnws em d I.5'"adds detwxe - GC eo n ly edhara to product •spra"d an raw 10-9-21 + 50-0/-60.0 psf B FL# 14614.1 Fiberglass Design Pro/ Smooth Pro Jeld-Wen Elco 1/4' die. tapcon with min 1.25' embedment at 3" max from corners and 11.5" o.c. max. thereafter in head and jambs. + 50.0 PSF C FL# 251.5 Sliding Glass Door Series 110 SGD PGT In nom Tgpe "GSA'° 1/4' dia. tapcons w/ min. 1 3/4' penetration to be spaced per product approval. Contractor shall adhere to min. 2 I/2" edge distances specified in Product approval + 60.0 PSF _ Product NOA/FL NUMBER Model # Manufacturer Attachment Method ��T Ezpiration Datlee Design Pressure of Approved Tests MullionsInstall FL# 261.1 1" x 2 3/4' x .315" PGT per fastener type and spacings shown in Table IA and IB in product approval on sheet 5 of Y2. + 58.0 PSF Hoof FLU 11651.12 5V Crimp Metal Roofing g Gulf Coast Su I pp g and manufacturing 2i a. 5v crimp metal roofing attached to plgwood deck using s9 x 1.5" woo stress with self sealing washer at 12" o.c, max 'pacing over ASTM D g sit s ftgpe 2) 30 ib relt underlagment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails ?aced L" o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on roof plan - 108.5 PSF Siding stucco an Block Soffit FL# 12198.3 Model T4 12" vented Vingl Soffit Kaycan Install using 2" x 2" battens at V o.c. screwed to soffit framing using 88 x 3" wood screws at each truss. Install soffit to battens using 0_12" dia. x 1.6" Iona ring shank nails with 3/8" dia, head +55.0/-35.0 PSF Hurricane Panels ;79 I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) 12 SLOPE 14 COVERED PORCH 12 4 SLOPS,,, COVERED PORCH Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 24 ga. 5v crimp metal roofing attached to plgwood deck using 99 x 1.5' wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4' side laps and 6" and 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 0� LE-Irl L 5/8" thick light textured stucco on typical concrete 5/8" thick x 8"w cut block construction coral finished stucco bands REAR ELEVATION SCALE: 1/4" = 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plgwood 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 4" end 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 -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 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 4 1 SLOPE :' % 12" 12" O.H. H. Finish Columns with 5/8" thick cut coral finished stucco bands FRONT ELEVATION 2" x 4" top plate 'I 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 1C o.c. base -board 11 11 ,,, 2' x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR Vx6' #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts Braden t Braden AIA, PA Wynne Building Corp. Architects - Planners 411 S.E. Coconut Avenue OB T H r.- MANOR 11 Tel : (112) 281-8258 Fax : (112) 28®1-8283 Spanish Lakes E-mail: bradenaia comcast.net St. Lucie Countig Florida Cr„Corr CI ctaawi ttAAe" nnnn*20) 12„ H. 'I " O -O a Pinishedl Plonr 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 Category: II Wind Velocity: 165 mph ultimate Mean Roof Height: '- " Roof Pitch: 4:12 Internal Pressure Coefficient: ±O_Ie rrox.rML Subjectabilitg to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3 _4" Wind Speed: I65 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x O.6 = 0.126 ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL: O.LDL+O.4WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf 0 - Roof Zone I Wall Zone: S. +35.8/-41.8 psf Walls Zone 4 Components It Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3paf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? g3 = Roof Zone 2 es Walls Zone 5 Are Components an Cladding Det� Provided? Yes END ZONE Minimum Sal Bearing Presaure:2 500 psi, Presumptive: X By Test: psi SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGS Mae Corner Zones Roof Zone 3 ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD:._ oaf FLOOR DEAD LOAD: 10 pal JOB ,ADDRESS: MODEL: GARAGE LEFT Date Drawn 9-9-19 Drawn by: C.C.U. Checked by: D.R.B. 1s1on>�T �o ��/ Sheet Comm # "6E� EwE®�® 1. 1 sus 2 CODE COMPLIANCE COU TY I OF 5 BOCC d( 7A?,A FLOOR FLAN Opt. P � CRASH POST DETAIL AREA CALCULATIONS TYPICAL NOTES: SCALE 1/4" = 1'-0" N_T.S. Living A/C = 1,�2� sq, ft. I. Contractor to verify ALL notes and dimensions prior to 36" high by 4" diameter steel crash post. Floor Back Porch Total = 210 sq. ft. 2. proceeding with work. Contractor to STRICTLY enforce ALL OSHA Requirements. Flange with 4 - 3/8" expansion bolts into Garage = 455 sq. ft. 3. ALL Lumber to be used as Beam, Rafters, etc.., to have slab (3/8"t 50 ksi steel plate) Front Porch Total = % sq. ft, a minimum 1,400 P.S.I. fiber stress. 6"3. Total Under Roof= 2,485 sq. ft. 4. No dissimilar metals to touch. 2!6" 2�," S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. Total Volume = xx,xxx sq ft. 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 03/8" lo. Drywall at ceilings shall be leveled and attached to bottom chord 4Zj- of trusses with screws per FBC R-102.3.5. Attach buck to block wall with 1/4' dia. Elea cone screw& with min. -1. ALL wood in contact with concrete shall be pressure treated. o I I/4° penetration at 1c o.r max and 4" max from each corner thru 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. Exterior face 2' x V PT Buck 9. ALL plumbing fixtures to be low flow. of wall vanea 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 ae wood hinge thru.jamb into buck ateache. max and door handicap accessibility requirements. �„ 2%" 2'/"� �„ Detail at Door prior ettaehment 12. Lowest finished floor to be set by Governing Building Department ` NTS surveyor to Set in field. INSTALL VULKEM BLOCK SEALANT 13. Separation between residence and garage shall be per FBC R302.6 ON ALL JAMB, HEADER, AND TO BUCK 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door NSTALLATIONRIOR Water Heater install lwith 3/16 tap-con"wth 15. 1 1/2' penetration at 6" o.c. max. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 from each corner end d 2 " max andtaillaper productt"approvalx 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 4 O per FBC R302.9.2 Exterior face etch ad 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant or wall Buck to be I" x 4" PT flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation Varies materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R316 - see permit info box of code edition 18. Gc� psum board material shall conform to ASTM C36, C19, C4-I5, C514, C630, C931 1"x4" P.T. Buck nailed to C`i60, C1002, C104-1,C1177, CII-18, C1218, C1395, or C13% and shall be installed fII lock with case hardened nod& D e t a i l a t lJJ I n d OW S prior to window attachment according to the following: (FBC R-102.3.5) Masonry Beam NTS I" 6" FT Buck nailed to Drywall Thickness Location Orientation Member Framing Max. spacing of fasteners Nail sizing options for installation of drywall into Spacing Maximum wood framin members Nails F5,crews 2" x min. t Icknese Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64' head OR 0.098' diameter x 1 1/4" long annular -ringed or 5d cooler nail /2 OR Walla Either 16" e" 16" 0.080" dia. x 1 5/8" long with Direction 16/64" head OR Ggpsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/64' head 0.0980 diameter x 1 3/8" long annular -ringed or 6d cooler nail Wells Either 16" 8" 16" 0.092" dia. xR I -1/8" long with Direction 1/4" head OR Ggpsum board nail 0.0915" dia. x 1 1/8" with 19/64" head. x block with case hardened nails prior to door attachmen Install SGD thru buck into block with 3/14" tap -con with 11/2" penetration at L" o.c. max. from each corner and 20." o.c. max r=']y, %' :€?= ?:=' ' -`• thereafter at head per product approval p 0 0 Use SAV 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 19, ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, AG.1 and A131.1 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 25 with an accompanging 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 #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood acrews with self seating washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet \ Simpson HETA 20 or equal with (10) IOd ox la 1/2" each 12 ( 24" o.c.) suplporting Max. 4 PRE-aNd!�7GINIEERED c.TYPICAL TRUSSES 18101bs. uphrt (shop drawings by manufacturer) Aluminum Drip --\R-30 blown fiberglass Edge t Fascia in bottom chord op trusses 1/2" drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (1) 95 bar Cont. in each row. Substitute Kaycan Pull o vent via9l soffit installedprecast lintel filled with concrete and (1) #5 uang 1/8' dia shank x 1.5" long galy. bar Cont. for bottom row over openings roofing nails with 3/8' dia. head per product approval -see chart sheet #1 1/2" drywall over I" x furringg strips at IL" o.c. with R4.1 rrfod Insulation on typical 8" Block walls 5/8" thick light textured = All drywall to be installed per FBC R102.3.1 stucco on typical concrete T and shall meet all pertaining ASTM codes. m block construction Mortar to be Type "M" only proportioned per FBC R401.I and Mortar Jonts shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vest. w/ 30" overlap Fill cell with concrete and at each filled cell (l) #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 L xb #10/10 WWM on L mil Visqueen over clean compacted termite treated fill ;r Grade - `.•; ' :'....::.::...., ,..._.. ., , `- Hill 1 I -1 I- I Ill4" x 14" Concrete footing I " with (2) #5 bars cant. and #5 TY R I C A L SECTION transverse bars at 48" o.c. Scale : 1/2" = 1'-0" fixed door sliding door N Masonry Wail I 15- Bottom Track Typical Flooring Sill Install SGD thru buck into block with 3/I6" tap -con with Sliding D oor Detail Fromom I penetration at 6" . max. each carrier and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule Size Rou h Open. Window Descri tion PRESSURE ZONE 4'-5%'x V-3%" 54%"x 63%4" Single Hung ZONE 4 6'-2%a''x V-3 W 15" x 63 1/;' Single Hung ZONE 4 2'-2" x 3'-2h" 21h"x 38%" Single Hung ZONE 4 4. 3'-1" x 5'-3 %d" 38' x L3'/4' Single Hung ZONE 4 4'-5%s" x 4'-2 %" 54%"x 54 Ys" Single Hung ZONE 4 [ALL 2'-2" x 2'-2" 25" 24 %,° Fixed Glass - Tempered ZONE 5 L Windows to be aluminum windows w/ tint d mullions per elevations. L windows to withstand pressures in permit info box on sheet 1 windows in bathrooms to be tempered rough opening dimensions to be verified by contractor manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X T-0" 108" x 84' Overhead Garage Door ZONE 4 B 3'-0' X V-8" 41" x 83 �," Fiberglass Panel - Inswing ZONE 4 C 5'-0' X L'-8" 14' x 81 %1" rerr r bOLA1 Sliding Glass Door g ZONE 4 D 2'-0' X V-8' Solid Core - Wood - 6-Panel -Br-Fold Finished 24" x el'F." E X-6" X e-8" Solid Core - Wood - 6-Panel F 3'-o' X 4'-8' Surface mounted S.C. - Wood 6 panel over 32' drywall opening G 2'-8" x V-8" x 1 N' Solid Core Wood. Steel. or Masonite Door H X-8" X V-8' Solid Core - Wood - 6-Panel J X-C X V-8" Solid Core - Wood - 6-Panel - BitFold 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 #1 All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction Braden 4 Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8268 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Stuart. FL 3499L #AACOO0032 H.B. E9 AiC O i v- Winne BuildincL Corp. THE MANOR it Spanish Lakes St. Lucie County Florida 0 11 -011 �o 00 EGRESS 12'-8" all MASTER BEDROOM 8'-0" A.F.F. AL Flat Ceding Vanity to be 34.5" highs f 3'-O" II �I Rod It Shelf CLOSET 1 a IIun 011 JUNIOR MASTER BEDROOM 8'-0" A.F.F.OL Flat Ceding 13'-2" 4'-1" 0 9'-6" `tR-il Batts "Provide Auto Closer on Do r--qq_-- 4"4 Steel Ballard tti z 54" Sh & detail an 14 wit Access with light i-E Imp 2 CAR GARAGE O R-II BI 8'-4" A.F.F. Flat Ceiling r---------- - 1 I I I I I I Block walls in Garage I I to be struck block I I I I I I I I I I I I I I I I I I 2r-0" 12„ i� e 21'-O\I2" x 12" Concrete column oc i e wit concrete an (2) #1 bars vert. tied into Q lintels above O COVERED PORCH I I 201-8" o I I I I o GREI T ROM 8'-O" to 9' 18" A.F.F. N Vaulted Ceiling I I I I I O Align cabinet 1 with outside or ref. wall1 BAR TOP LEE I 0 \c 6iint I I C�vDWI uI LIKEN CABINET I I We Vanma I �° Vanity to be KITCHEN b 0 0 34.5" high I I 8'-0" A.F.F. Zs © p 1 Flat Ceiling Upper cabinets to extend over REF REP. 36' O O _ J OPENING 6 Shelves ® o O O Vanity to be 34.5' high © WDER o tdpoaocr awallfor6-4W Y33% kneeT space Iu'n NOOK Q1111It 8" © HO =I I MT 1103110 ju to ju ;o LAUNDR > h � rc IJ O@ @ 0 7EMPE E In line with door 6 to laundry COVERED 12'-8" PORCH A I6'-01, 3'-B" II'-8" 22'-4" r 12'-8" REVOED FOR CODE COMPLIANCE ST. LUCIE COUNT". �OCCi MODEL: Date Drawn Revisions : Sheet Comm # 9-4-18 9-25-I8 Client Requested Revis GARAGE Drawn by: II-15-18 Window #4 M.O. LEFT C.c.u. 21 IMPACT Checked by: D.R.B. OP 5 35' -O" J 1 771UL. I U7�111�L IX III/ I "%J: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,600 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 2,600 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. 1• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATION 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) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-I6, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30'1 STEEL. 11• 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 IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16, ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE 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 �. Verify 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'-11" wide. Provide (2) filled cells on each side of openings from 6'—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) 6. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-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/ 30" overlap - at each filled cell TYPICAL rIONS 4" concrete slab with fibermesh OR VA." #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill Grade v c — e --FII I— I I IIII— 14"w x 14"d concrete monolithic footing with (2) #5 bars Cont. 14" TYPICAL FOOTING DETAIL / SCALE 1/2" = I.-U' concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per Q foundation pan v. 10" (2) #5 bars cont. bottom steel IZ" DETAIL 12' x 12" concrete column block filled with concrete and (2) s1 bars vert. tied into lintels above Top of footer 14" below finished floor i, . 7 E STEPDOWN SCALE 1/2" = I'- Verifg house slab height in field 30"x30"xI0 concrete _ column footing with (4) 1 =1 = I 45 bars each way 3 30 :)LUNN FOOTING DETAIL SCALE 1/2" = I'-O" SCALE: 1/4" = I'-O" 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) #5 BARS CONTINUOUS F 30" x 30" x 14"D COLUMN FOOTING WITH (4) 45 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB s 0'-0" Thicken edge to 8"x8" with concrete and 4" concrete slab with fibermesh OR one 45 bar continuous 611x4" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill GRADE PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" #5 bar vert. w/ 30" overlap at each filled cell 1 Adjust curb height based on gar. floor slope. #5 bar in curb \ Grade 011111 4s' concrete slab with fibermesh OR 6"x6' #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill MHP III I I III l l s— 14% x 14"d concrete monolithic footing with (2) #5 bars cont. 14" 52 GARAGE CURB DETAIL 1/2" = it 2" x 6" PT wood secured with \ 3/8"ilia. 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. 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. 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 In Braden t Braden AI A. PA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8268 Fax : (112) 281-8283 E-mail: bradenaiagcomcast.net Stuart. FL 3499L UAAC000032 I I ND, CIS PERMIT I a 9 12" =_—_ N -T° ® z L— oa ii I I iii' o0 00 ° — — — — ® L_ — — — — — — ----F� 0 1 I 12" x 12" Concrete column 12'-8" (3 O block filled with concrete and (2) #1 bars Vert. tied Into 24„ W lintels above o In 1 r J Rear Porch Slab to 0 1 v 1 cv I O be poured separatelg from House Slab_ to t 21'-0" F I Thicken footing to I I 24"w x 14"d x 24"L C o under filled cell I 0� O � Wf� O D f7 0 FI under girder bearing_ L to — — — _ _ 1 — — — — Rear Patio/Slab to Pi 1 FI - be flush with bottom of I sliding door recess. Slope I" I` I I Ii r- I I I� I 1 1 I lc F- H.B. 1 FI I I� I °1 I I I I FI I E Chi I 4" concrete slab with fibermesh OR I F- 6"x6" 410/10 WWM on 6 mil Visqueen over I �_ I clean compacted termite treated fill I �_ o I I C. of I I I I I� I I I DWi I1'f 0 o I I I of I l _i FI i I Co -i II I of ODI °I A/C — — — — — — — — — — — — — - I ® 400 Steel Ballard I Sea detail on this sheet I 1 1 O Amp anal I I o I I I n 4" concrete slab with fibermesh OR 1 1 O 6"x6" 410/10 WWM on 6 mil Visqueen over I 1 1 n clean compacted termite treated fill I I 21'-O" � L — I F5 1l 0 of N I -I I i =0- Q 1 il o I 01 I one Building Corp. THE MANOR 11 Spanish Lakes St. Lucie County Florida I FS 21'-0" 81 L------------------� pp Recess for po ( 2'-8" W-r0r4EW 16'-0" 22'-4" 35'-0" om 12" x 12" Concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Il'-8" 12'-8" MODEL: Date Drawn Revisions : 9-4-18 9-25-I8 Client Requested Revis GARAGE Drawn by: II-I5-18 Window #6 M.O. LEFT IMPACT C.C.U. Checked by: D.R.B. l— I IEWED FOR COMPLIANCE ICIE COUNTY BOCC Sheet Comm # 18�52 OF 5 ROOF SHEETING ATT,ACH>IENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) Size 8 x 2 2 Minimum Screw Thickness 19/32 CO X PI wood 3. Minimum Sheathing g 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Edge Field Fastener Pressure Zone I a 6 6 " 8d ring shank 45 psf Zone 2 6" 8d ring shank 14 psf Zone 3 �{" �{" Sd ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf ** Use nails or screws based on presure for roof stated in permit info box on these plans ? zone 3 Verify with Plan Column to Lintel vveriap ROOF FL A ('Seale 1/2" = 1'-0" Provide #5 bare with min. 48 bar Provide 45 bar set in pre -cast diameters overlap into beam. Tie lintel Into beam where length of I `l : beled cell steel eam block steelnto continuous the opening calls for it. — Overhangs — Roof pitch at at I'—®' Unless otherwise noted On this Sheet 4d2 unless otherwise noted on this sheet Provide Cast -Crete - au precast recast lintel set in mortar`„ Min. 8" Bearing la°x la" Ilumn Block J#� Rebar Attachment NTS - -�"- ---�-- •.;•r>.:> our", r ..a;•:,..-- : Provide PT Buck `; zl attached per jamb etads into filled cell 4' Pre -cast Sill 11'i — Truss shop drawings to be provided by manufacturer submitted to e s h to this plan h es h An� all be subm chan ges g P 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 Poured Filled cell — Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction Provide 45 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous Pooter steel. �- ' Concrete Footing (see Pooter schedule for exact sizes) DETAIL AT WINDOW OPENING IN Scale: l/a° = r—a° CBS WALL 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 using 5/8" die. threaded rod set min. 12" into wet beam and (22) IOd nails into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER 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 Tilgpe 2 felt paper using 8d nails. Substrate to be 19/32' CDX Plgwood nailed at 6" o.c. in field and edges witIOd ing shank nails into studs. h r 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 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 L o.c. at all laps and two stogggored rows 12 o.c. In field. Attach deck to trusses using attachment detal on this sheet Additional Precast Lintel #5 bars illi CLEAR Lintel Length Bar Length Clear Span " „ A Bars B Bars *'`' , + •. , 2'-10" 2'-8" I'-6" 2,#3 none 3'-61, 3'-4" 2'-2" 2,43 none 811118-OBAT 8F8-IB/IT SPS-I15/2T Additional 4'-0" 3'-0" 2'8" 2 u3 none bars CLEAR ' ;• ;r <. i ' ' 4 -6' 4'-4" 3'-2" # 2, 3 none ;` no Row oP "H" Block Above 5'-2" 4'-0" 2,#3 none 5'-10" 5'-8" 4'-6" 2,94 none _ Precast Lintel i Additional i 5'-4" 2,tt4 none ♦-_-_e 85 bare y„ -6" �`-O" 6'-2" 2 u5 none BFIL-19/IT BFIL-IB/27 8'-4" Z'-10" l'-O" 2,#5 none NOTFS: ALL reinforcing steel is grade 60. 1. min. coverage of steel=L5" 2. min. bearing required 9 ea. end-8' 3. standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION If PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crete Specification Rows of "Hit Block Above " " Bottom Steel Size Top Steel Size Max Gravity Load (PLF) Max Uplift Load (PLF) Max Lateral Load (PLF) L22 2'-2' 3'-L' BFB-OBAT 1 #5 3069 1569 1024 L31 2'-6' 2'-8' 3'-1. 4'-O' BF8-OBAT 1 #5 2561 1363 163 L45 4'-5' 5'-10' BF8-OBAT I #5 1105 1 909 339 L50 5'-0" 6'-L' 8F8-OBAT 1 #5 1238 835 121 LLO 6'-8. 1'-6' 811118-OBAT 1 #5 1011 121 534 LBO 8'-O' T-4' 8F8-IB/2T 1 #5 2 #5 152 591 512 L90 9'-0' 10'-6' BF8-I13/2T I #5 2 #5 643 530 401 L905 9'-0' 10'-L' BFIL-I15/2T ONE 1 #5 2 #5 1533 1183 401 WOO 10'-0" II'-4" BPS-1B/2T 1 85 2 #5 582 494 452 LIOOB 10'-O" ll'-4" BFiL-I5/2T ONE 1 #5 2 #5 1366 1028 452 LI20 12'-O' 13'-4' 8F8-i13/2'r 1 85 2 #5 411 428 324 LI20B IT-O' 13'-4' BFI6-I5/2T ONE 1 85 2 #5 1015 110 324 LI40 14'-0' I5'-4' BFIL-IB/2T ONE 1 #5 2 #5 1260 609 259 1­I60 I6'-O" IT-4" 8F8-I13/2'r 1 #5 2 #5 300 192 194 L160B IL'-0' IT-4" BFIL-IB/2T ONE 1 35 2 #5 950 Soo 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. 12 Simpson HETA 20 or equal 4 with c(10) IOd ox la 1/2' each as ( 24' o.c.) supportmg Max. 18101bs. uplift i Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd I at each web Aluminum Dnp -" \ / Edge t Fascia 1/2" thick stucco on 3/8" hi -rib lath attached to horizontal and vertical wood 12° framing with nails or staples to provide 2 no less than 1-3/4" penetration into " x 6" Sub-Faecl horizontal wood framing and 3/4' penetration into vertical woad framing members Kagoan full o vent vinyl soffit installed usingg I/a' dia shank x 15" long galv. 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 bare vert. tie into lintels above thicken edge to 8'x8' with concrete and 1 one #5 bar continuous BEYOND Top of footer 16" below finished floor 5/8" thick light textured stucco on typical 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 Wood Brace Gable and with 2" x 4" SYP #2 aft back nailed to bottom Of top chords using (2) IOd nails at each truss — RE-ENGINEEi�eD WOOD TRUSSES ® 24"o.c. TYPICAL { shop drawings bg manufacturer ) R-30 blown fiberglass in bottom chord or trusses -1/2' drywall with smooth finish Two rows of beam block filled with concrete and (U #5 bar cant. in each row- Substitute precast lintel filled with concrete and (1) 45 bar coot. for bottom row over openings 1/2" drgwall over I" x furringg strips at 16" o.c. with R4.1 fl—fall -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" onlg proportioned per PBC R601-1 and Mortar pants shall comply with FBC RLO1.2.1. Provide Dur-o-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (U #5 bar vert. (tgpical). -Max. spacing shall not exceed 48" unless otherwise noted 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 ,;.��i� IIIAlI I�_��� 14111 IIII- �I 11Illilt=11 3 Ty_plCal S(�CtiOn dt Front fi arch Scale : 1/2" = I'—O" Braden It Braden AIA, PA Architects - Planners 41-1 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E—mail: bradenaias'comcast.net to = X :00 QS d� Q Wfa nLwi 2� a� O �— �s Wo u ao E O N N U ` N I� N W Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8 dia. threaded rod with min 12" embedment ( 24" o.c.) supporting Max. into beam either wet set or in epoxy with lain 6.a ..Nl,P+ ETA 20 �— (22) IOd.nadl into tr oieAdd b�oaknr�o to 1=1 Elm M.17'"NA IM 11 MOM pArm OEM mi j Via ENMI wunne Building Corp. THE MANOR 11 Spanish Lakes St. Lucie County Florida Simpson HETA 20 HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift MODEL: GARAGE LEFT IMPACT Date Drawn 9-4-18 Drawn by: C.C.U. Checked by: D.R.B. IF Provide (2) HETA 20 straps at this location to to � X to d v -, a W q. ui a...o �s d) CD dN UfA E O _ N W 0 N W REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY Revisions 9-25-18 Client Requested Revs I1-15-18 Window #6 M.O. Sheet I Comm # 18-92 OF 5 1-2-19 - - - - - - - PANEL "A" Palen BR I Load I Wire Description circ# cirdi Description Woe Load BR Pelee 1 20 1 1.2 ku 1 #12 Refrigerator I Range #6 12.0 Its 50 2 1 20 1.2 kw #12 Clothes Washer 3 1 20 1.5 km 912 Kitchen S.A.C. 5 L Dr r #10 5.0 kw 30 2 1 20 1.5 kw 912 Kitchen S.A.C. 1 8 I 20 #12 Bathroom Reeapts 9 10 Air Con war #10 5.0 kwE25 2 1 20 1.2 kw #12 Dishwasher It 12 1 20 1.2 kw #12 Microwave 13 14 Air Hand] #10 5.0 kw 2 1 15 #14 General Lighting I5 IL I 15 - #14 General Lighting 11 18 WH #10 5.0 kw 2 1 i5 - 014 General Lighting 19 20 I l5 - #14 General Lighting 21 22 GDO #12 0.81 Kill 20 I 1 15 - 814 General Lighting 23 1 24 1 Spare Spare 25 26 Spare Spare 21 26 spare Spars 29 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qty. Watts Total(Watts) General..Llghting..l3, watts..aq,.ft.)......................... Small, A pliance, Circuit(s). . . . . . . . . ... .... . ... . ......... ,,,,,,, Refri_garator..... ................. Microwave Irr,1 Dish. ,Washer .. . Clothes. ,Washer ............................................... Clothes..Qry?±................................................ Water Heater 1135 3 1 6.205 2 1,500 3,000 I 12,000 12000 1 1,200 1,200 1500 1500 1 1,200 1200 I 1,200 1,200 1 5,000 5,000 1 4.500 4.500 1 810 810 Total Watts 35,LI5 First 10000 Watts 9100% 1 10.000 10.000 Remainder 25,L15 e40% 1 0 10,241. Electric Heat or A/C 10,000 e65% 1 10,000 10,000 Calculated Load Watts 30,244 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 124.02 Panel Size Required = 150 Ampa Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Eyeball Recessed p B Push Button Switch � Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle •- Wall Mounted Light aterpr groan au t circuit Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cn Carbon Monoxide Detector 42 Flood Light TD Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack ❑1 Telephone Jack mac A/C Disconnect ® I x 4 Florescent Light CEO x 4 Florescent Light ® Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR 0 Vent thru W U- SoPPi�-- --- SEE MANUAL "J" and Energy Calculation 1-2-19 for Unit into FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. #2/O AL SER Cable (3) #I THHN Copper With #I Grnd -� 2" PVC Schedule 2" PVC Schedule 40 conduit 40 conduit sleeve P g qqI Into attic MCB PANEL AHU PANEL AHLL 200a rated meter can %1 200a rated ^ meter can 1 1 Intersystem bonding Interagstem bonding 2" PVC l FPL Termination pant 2" PVC ( FPL Termination pant schedule 80 schedule 80 2' rigid service PPL 2" rigid service FPL ground rods --•--••--- I I ground rode ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER - 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. manufacturers recommendations which manufacturers recommendations which shall be verified prior to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire only from panel to devices 2. Provide and wire all required smoke t Carbon Monoxide detectors. 3. Contractor to verily location of electrical service and provider. 4. ALL bath and kitchen receptacles to be GFCI protected. S. ALL exterior outlets to be WP/GFCI protected. L. 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 comply w/ FBC RM1402 9. AB/C Refrigqggr�gtInt lines that are run thru slabs must be alcaved in t'YC 10. ALL A/C Equipment shall comply with energy calculation 11. All work shall be performed by a licensed electrical contractor, the completed selstam shall be Fullg operative. 12. Contractor shall pay for all fees, 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 121 CFM IOxIOx6 MASTER BEDROOM 123 CFM IOxIOxG 14x14 B/A B/A i F ---- - ��"---- i�`I L1 -i L 31 CFM IOxLX4 9 CFM '8x4x4,,�.-^ CLOSET 4 CFM ex4x4 61 JU1�110R MASTER BEDROOM 93 CFM IO)dOxL W.H. ®�-4"0 Steel Ballard See detail on this sheet 2 CAR GARAGE 221 CFM IOxIOx6 12" 1 COVERED PORCH I I I GREAT RUOM `Oa 4e OD , I - 20x20 _ F -/ M 1 O I I\\?I I-22" x Aeu54" Q 54Ltie a \I with hght - J L FR A 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 I I i I I I i I i I i I � MECHAN1C/4L 221 CFM IOxlOx8 Q 2 CF Soffit 8x4 O W D E Yent Lh�u I NOO I II I w I fe CFM 40 FM < IOYA IOx6x5 AUNDRY L�u I ae i D COVERED PORCH L,4YOUT O = THERMOSTAT LOCATION SCALE: 1 / '4 " = 1 i - O 11 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before free of defects For a period of not less than two years from ordering. The contractor shall provide circuit I� D5o QAttic iSC� V e n t I n Calculations the date of acceptance or certificate of occupancy, or one suit the job conditions. year from closing sale of house. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called For on the plans Total Attie Space = 2-481 sq. ft. charge and shall Include replacements or repair of any other phase of installation that may have been damaged. or as selected by others. Vepting Ratio 1/150 = ILS8 sq. ft. required IL It 1s not the Intent of these lans to show every minor detail 22. All raceways and pipes placed in or through a g concre e m Exhaust Duct CCI Thru Soffit , WP GFCI Install oulet under disc. Ln not shown or clarity 0 iE Ai C Opt. PATIO SLAB MASTER BEDROOM L \\ C TV L� � - I \ I e _ -- I I � O smoke / Carbon nano Detector Combo CLOS�T i r ® A WP GFCI T ► CGS/VERED PIORCH I CLOSET I I � I I i nsFT I \ 1 FIIMEB / S M A :/ F / 50 CFM / FAN / \ 42"h GFCI PB GRE AT ROM II II I I II ll / I / I / I rJ� S I GFCI \ I o o I WI \ GFCI I KITC EN to Mesa ��)Isn 4 Steel Ballard Vttic Access See detail on with light this sheet _ _ _ _ _ J Pull chain 1 Amp fight 1n attic pc } lei 2 CAR GARAGE OPTIONAL PANEL /vjJjJ1 42"h GFCI � \ ------------------------------ I Garage Door i Opener 1 I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I ELECTRICAL PLAN of construction. The contractorp shall furnish and install slab shall be spaced a minimum of three diameters of the all Items for a complete electrical system and provide all largest conduit or pipe from any other service. Provide Ae Continuous Vented Soffit SCALE: 1 / � ii - I' - O ii the requirements necessary for the equipment to be placed in owe 23. All exposed wire below 9'-I" shall be Installed proper working order. p d /� /� FA /� Il. All work shall be done in accordance with the N.E.C. and conduit. Braden Braden ,41,4 I I"t shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per W LLn n e Building Corp . meet all standard requirements of the local electric utility FEFC RMI502 Architects - Planners and telephone company. 18. The electrical system shall be completely and effective) Tee .S-E 2C Coconut Avenue THE MANOR 11 grounded as required by the latest edition of the N.E.G. Fax r11a) 281-8283 S aeilsh Lakes 19. All material shall be new and shall bear underwriters' E-mail: bradenaia6comeast.net p labels where applicable. Stuart. FL 34994 #AAC000032 St. Lucie County Florida T I NO OK Exhaust Duct Thru Soffit 4" Exhaust Q Duct Thru Wall / / P LAUNDRY 1 5 D 1 to earrrr a Q I Wire For 1 Front Post WP GFCI Light / COVERED PORCH o� �w N W 30" X w wa O � iy `v mo Post Light with Photo cell\ >� v MODEL: Date Drawn Revisions 9-4-18 9-25-18 Client Requested Revis GARAGE Drawn by: II-15-IS Window #4 M.O. LEFT IMPACT C.C.U. Checked by: D.R.B. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY �7 :ter, Sheet Comm It F - 1 18g�2 OF 5 / =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING ,. TO DETERMINE IF MULTIPLE PLY. ift (S) -.A DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Sp n or less I Spre er Bar 60 degrees or less Tag line � 112 span � Tag line ♦rl-nor—, appne, 1pl2proxof SpSo an. REFER TO BCSI REFER TO BCSI Truss must be set this way if crane is used. Truss must be set this way if crane is used. Truss is an example, your miss may not melts. Truss is an example, your truss may not match. Insist crane operator sets truss this way. Insist crane operator sets truss this way. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses are installed.A,* I111`10\ AIR HANDLER NOTE Unless noted elsewhere on this layout, these trusses are not designed for air handlers in the roof or for any other A/C requirements. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. /N WARNING !\ The size of these trusses makes it necessary that they e set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. SEAT PLATES BY CHAMBERS TRUSS Hatch Legend �2/12 VAULT �BRG WALL @ 8'- 1" &ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPEADER BAR OF 18' - 24' IN LENGTH!! Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. O HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT _. _.{ FABRICATION AGREEMENT - - - _-__-- - TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED he undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority fol - - - etermining successful fabrication of the trusses. CORNDER JACKS K 2. All dimensions in this layout have been verified by the undersigned. - ARE NOT BEVELED. $ 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the SEE STANDARD d w ndersigned agrees that no badreharges will be allowed. In the event such written notice is furnished Chambers Truss ENGINEERING.d a r hall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. o o fter 10 days of delivery remedy will be according to Florida statute 556. 4. The undersigned acknowledges receipt of 'BCSI' summary sheet by TPI & WTCA. 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has he sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will e responsible for dump delivery only. The buyer is responsible for additional delivery expenses B Chambers Truss has o redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is ------_ram^�, esponsible to Chambers Truss for towing costs due to site conditions. - - _ 6. Price as shown in paragraph 7 below is subject to change 0 any changes are made in this layout. A $50 per hour ee for revisions maybe charged by Chambers Truss, - -- - - - - -- --- - 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price. nvoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of O.0 elivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss CO . ER JACKS ypayment y easonable attorne s fee for collections in event of a ment not timely made. 1-112 % per month service charge will be ONLY 24" _ _ - 1, 1 1/1 dded for all sums not paid within terms. _--- 8 Signature or initials any where ywhere on this sheet constitutes agreement to all terms herein. CORNER DETAIL 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees ayment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the - -- -- -- - -_ ndersigned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by the OVEi RHANGS NOT SHOWN FOR CLARITY eciplent. - ----.----`--- - —I 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to ----- ------ erein, the parties agree that the sale venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per `°'National Standard And Recommended Guidelines On Responsibilities For onstruction Using Metal Plate Connected Wood Trusses ANSIlTPINITCA 4 - 2002'"' 12. Warranty is per Chambers Truss Warranty attached. 4 r- 3-15�/ 1-00-00 C& PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 8'-1" END DETAIL: TYPICAL PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 8'-1" �4 END DETAIL: VAULT � 12 0 Z3-15 o� aO 1-00-00 The Architect's or Architect's representative 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 approval covers general roof shape, review of truss strapping, and loading on structure from ravrty and uplift loads and their r s Clive to a 'ons. Approved 8y ... �Ia� Date: Braden 8 Braden !-:.`..A. P.A. A spreader bar may be required per "BCSI" to prevent injury & dama]are Multiple ply trusses must be fastened together per engineering before thset, failure to do so can result in roof collapse. Temporary and permanent bracing are®ired and can save life and pr and is the responsibility of the truss erector. Idialil Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury & damage. 1441411.1 Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC oAlth, 3105 can er venue Fort Pierce, Florida 34982.6423 800.551-5932 Fort Pierce 772-465-2012 Fax 772-465-8711 Vero Beach 772.569.2012 Stuart 772-286-3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM Cultist created from this layout �,r U This layout sent to jobsite Si,'a 1 / !mil jf LOADINGIDESIGN CRITERIA REDUCIBLE DESIGN CRITERIA PER CODE SUCH AS SBC 1604.6.1 County Saint Lucie County Building Department Saint Lucie County Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Roofing Material Metal Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live *10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1.25 0 Wind Speed 165mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15' Building Type Enclosed Building Category II: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida Building Code 2017 R.D.L =Restraining Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: M11439 SCALE: 1 /4" = 1'-011 82 total trusses, 16 unique designs Designer: BLW Reviewed by: _ Date 09/11/18 ReWSWIMWE1D FOR FOR CODE COMPLIANCE Wynne ST. LUCIE COUNTYf76, 5 1/ DESCRIPTION: BOCC MANOR 71 / GARAGE LEFT Page 1 of 1 CUSTOMER INITIALS EACH PAGE M11439 6