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HomeMy WebLinkAboutBUILDING SITE PLANS, 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" RECEIVED wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and L" and NOV l9 laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails 2018 aced 6" o.c_ at all laps -and -two staggered rows 12` o.c. in field. Attach RIGHT ELE\/ATiON 5/8" thick x 8"W cut coral finished stucco bands SCALE: 1/4" Y-O" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 SLOPE RI -1PEeR LEFT ELE\/ATiON ----------- _�%' 5/8" thick light textured stucco on typical concrete block construction SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method TAT Expiration Date Design Pressure of Approved Tests 1,2,3 ,� FL# I1499.2 Single Hung Series 185 MI Windows and doors I. i . x ripcons mi cgnet Ign at mWt rom secqq car" n and G ac. t eresTter throdgry PT Buck into solid filled Ctiu well mamtainmg mm 2.5' edge distance in strict adherence to the roduct oval.. ± 60 psf A I1-1108.30 Overhead Garage Door Model 824/811 9'-4° max. width W-O' max height DAB s "vet. 4 A- BTF 6 Nd WLC, sl..v. m r eE 6 «. hei0 ''SE7a y+�.d"la'.o°iia.."`o's :'i`ii:rns"u�..np nn. d I. -, GC to .� we awmn eo W•dxt spprwsl i ' r an 10-9-21 + 50.0/-60.0 psf B FL# 14414.1 Fiberglass Design Pro/ smooth Pro Jeld-Wen Elco 1/4 dw: to con 'with min 1.25' embedment at 3" max fromcorners-and 17.5" o.e. max thereafter in head and jambe. + 50.0 PSF C FL# 15332.2 Sliding Glass 9 Door Series 420 MI Windows and doers x dd onn9s, and aeon at max PT Bus`a�': `Lonai� fdlad��nUswall`m�aintenipq Rmng2t5" edgegdistance m strict adherence to the roduct approval. + 48.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method TEST Date Design Pressure of Approved Teets Mullions FL# 15353.8 CM-18531 vertical mullion MI Windows and doors Far CMU use (2) 1/4' x 2 3/4" tapcone with min 1 1/4' embedment penatration into each Mull. Clip. Attach mull to clip using (4) #10 x 1.25" aelr tapping screws per clip as shown in product approval. + 118.9 PSF _ Roof FL# II451.12 5V Crimp Metal Roofing g Gulf Coast Supply and manufacturing 2G a. 5v crimp metal roofing attached to plywood deck using 09 x 1.5' III screw* with self sealing washer at 12' o.c. max seating over ASTM D (tgps 2) 30 lb felt undarlegment installed with min. 4 aide laps and 6' and la s fastened with corrosion resistant tin s and with 1.26 ring shank nails P cap epggd 6' o.c. at all laps and two stagg Bred rows 12° o.c. m held. Attach deck to trusses using tachment detail am roof plan. -108.5 PSF Siding Stucco on Block Soffit FL# 12198.3 Model T4 12" vented VIn I Soffit y Kaycan Install using 2" x 2" battens at 6" o.c. screwed to soffit framing using #8 'S 3" wood screws at each truss. Install aoPfit to battens using is x I. ' Iona ring shank a Is with /8" dia. +55 0/-35.0 PSF Hurricane Panels FI# 15014.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2' die. solid set lead anchors with 1/4" dia.-20 x 1.5" long 6S screw head combo. with Neoprene washer at 12 1/2" o.c. along the bottom and 13" o.c. at the top + 45.0 PSF I have reviewed the above and approved it by rrly seal below. ( Architect or Engineer of Record 12 -----------1-----L- MR Finish Columns with 5/8" thick cut coral finished stucco bands ANIN Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment Installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced 0 o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 °4 SLOPEr +.rmmmmm�rww��®�®rmmm�rmwmmmm�rmmmmm�rmmmmm�rmmmmm�rs COVERED PORCH i 0 F -1 L■J�I FILE COPY IRII .-- r67 u - ST. LUCIE COUNTY BUILOIN DIVISION REVIEWED FORCOMP N REVIEWED DY DATE SITE OR NOiNSPECTION( ) WILL BEM DE CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE DNFR TOR OF RECORD, 12" , THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 5/8" thick light textured \ stucco on typical concrete 5/8" thick x 8% cut U-LMANN (41MbbLmkgs4NOWINC, block construction coral finished stucco bands U FACTORS AND $HOC COMPLIANCE WITH FSC ENERGY COOS MUST REMAIN ON ALL DOOR$ AND WINDOWS REAR E L E V A T I O N UNiiLINSPECTIONBARE APPROVED SCALE: 1/4" = P-O" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plywood deck using 99 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 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 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 C' o.c. in field and edges with IOd ring shank galvanized 12 nails into truss webbing. 44 SLOPE 12„ 5/8" thick x 8"w cut coral finished stucco bands ❑ ❑ .. o . OC O -O" Finished Floor 2' x 4" top plate 112" drywall ceiling on truss bottom cord " 1/2" drywall on 2" x -4" studs at IL" o.c. bash -board 2" x 4" P.T. bottom plate ',`}:_:. .'.tid�::[r.�:f6''_y�f": }�'y'. i:'•i.G }{. �:#;::57� �, ti!i:'::f: .'.IT': d:✓,.^.. 4" concrete slab with Fibermesh OR L xG #10/10 WWM on L and Viaqueen over clean compacted termite treated fill interior Non-Bearino Partition �i 2: _ 2:, FRONT ELEVATION 11 EGRESS Mum I 12 ------ - �ANN�® 5/8" thick x 8"W cut BY coral finished stucco bands BY St SCALE: 1/4' = F-O' 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 Budding Design is: Enclosed Risk Categorg: II Wind Velocity: 165 mph ultimate Mean Roof Height: II'-O" Roof Pitch:.gja-.� Internal Pressure Coefficient: ±O la Subjectaibility to damage from: Weathering: Negligible Termites: Veru Heavy Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C 1.21 x O.6 = O.126 Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; O.4DL+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 E Cladding Wind Pressure (NET) Wall Zone: 4.+358/-38.1 psf Wall Zone: 5. +35.8/-41.8 psf Components E Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3paf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes Are Components an Cladding Detmr Provided? Yes Minimum Sod Bearing Pressure:2.500 al. Presumptive: X Bg Test: psi SEE PRODUCT APPROVAL F R IMPACT P OTECTION FOR OPENING ROOF LiVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LiVE LOAD:--4-5- pof FLOOR DEAD LOAD: 10 psf JOB ADDRESS: 5 REFOMRA = Roof Zone I Wells Zone 4 = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 35'-O" FLOOR PLAN r i ASH POST DETAIL_ TYPICAL NOTES: SCALE 1/4" = I'-O" I. Contractor to verify ALL notes and dimensions prior to AREA CALCULATIONS N.T.S. 36" high by 4" diameter Living A/C = 1120 sq. ft. proceeding with work. steel crash post. Floor Flange with 4 - 3/8" Back Porch Total = 210 sq. ft. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into Garage = 311 sq. ft. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 kal steel plate) Entry = 28 sq. ft. a minimum 1,400 F.S.I. fiber stress. ,4. No dissimilar metals to touch. NE `" Total Under Roof= 22�5 sq. ft. 5 ALL Concrete used "for slabs shall be min 2 500 PSI concrete 2h" 2�" Total Cubic Ft = 13,�60 r�" 14" ALL Concrete used for vertical filled cells, cont. tie beams etc.. to ° shall be 3,000 P.S:I. concrete and/or 4,000 P.S.i. grout mix " •3/a" 0 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws 2/ser FBC R102.3.5. Attai:47buck to block wall with h 1/4" dia. Elco cone screws with min. 9" VTR 1. ALL wood in contact with concrete shall be pressure treated. i 1/4" penetration at 12" o.c. max J1L 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. ,;: and 4" max from each corner thru Exterior Pecs 2" x An PT Buck I of wall 9. ALL plumbing fixtures to be low flow. I , 10. Contractor to Provide Drain at water heater in accordance aria@ with the current edition of the Florida Plumbing Code. 21' VTR 11, Contractor to. Provide a 2'-8" wide door at one bathroom for 88 wood screws thru jamb into buck 2�" 2i�„ at each hinge and 15' o.o. max and handicap accessibility requirements. Detail at Door prior to door attachment I I 12. Lowest finished floor to be set by Governing 'Building Department NTS 1 2" 1 Master I Lay. I surveyor t0 set In field. INSTALL VULKEM BLOCK SEALANT Bath I 13. Separation between residence and garage shall be per FBC R302.6 ON ALL JAMB, HEADER, AND '" 1 1-4. Door between garage and residence shall be 1-3/`�"t 20 min. rated door NISTALLALL TIONRIOR ?O BUCK ,• `�' i s• vTR W.C. JIL val Water Heater Install windows thru `buck into 3" I block with 3/IL." tap -con with I 1 I/2' penetration at L" o.c. max. Sk.r. 3• 15. Wall and Ceilingshall have a flame -spread classification of not greater than 200 er FBC R302.9.1 from each corner and 20." o.c. max p pp thereafter ead andtellapsr and 20' o.c. max Krt.. Sink 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 Exterior faceat 1�1. All exposed attic insulation materials installed on attic floors shall have a critical radiant of wall $uck Lo be r, x r PT Kitchen '" 1 flux not less than OJ2 watt per square centimeter. Exposed foam plastic insulation vane@ 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. Gyypsum board material shall conform to ASTM C36, C�19, C4-15, C514, C630, C931 i"x4" P.T. Buck nailed to 3 C960, C1002, CIO4-1,C1111, C1118, C12�18, C1395, or C13% and shall be installed lock with case hardened malls w.c• accordingto the following: (FBC R�02.3.5) Detail at Windows prior to window attachment g= Masonry Beam Bath #2 Sh r, I" L" P T B k I d Dr wall y Thickness Location Orientation Framing Member Max. spacing P s of fasteners Nail sizing options for installation drywall into Spacing of Nails Screws Maximum wood framing members 2" x min. thickness Ceiling Perpendicular 24" 120. 13ga 'I 3/8" long with 19/44" head 0.098" diameter x l 1/4" Iong /2 annular -ringed or Sd cooler nail OR 0.080" dia. xx 1 5/8' long with Walls Either 161, 8" 14" Direction 15/44" head OR Gypsum board nail 0.086" dia. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" 11. 12" 13ga 1 5/8" long with 19/44" head 0.098" diameter x 1 3/8" long annular -ringed or Ad cooler nail a OR Walls Either 161. 8° 14" 0.092' dia- xx 1 �/8" long with Direction 1/4" head OR Gypsum board nail 0.0915" dia. x 11/8" with 19/64" head. x uc naia to NTS 3' block with case hardened nails prior to door attachment C.O. Install SGD thru buck Into To septic block with 3/16" tap -con With I I/2e penetration at 6" o.c. max. = ; ";ht from each corner and 20. o.c. max PLUMBING RISER thereafter at head per product approval NTS p D O Use 3/I4" tap -con with a 1 1/2" penetration at 6" o.c. max. r+ from each corner and 20" o.c. max ° thereafter at will per product approval I" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, Masonrg wall A108.1, A118.1, A118.3, A136.1 and A13-1.1 v2" 20. Cement, fiber -cement or lass mat sum backers in accordance with ASTM " C1288, C1325, OR C11"18 and installed I.A.W. manufacturers recommendations shall Bottom Track Typical Flooring be used as backer for the wall the in tub areas and wall panels in shower areas. Sill install SGD thru buck into 21. Insulation including facings such as retarders or vapor permeable members installed 1 1/2 with trod tap -con with S I l d l n D oor D& t a I I penetration at 6" ." max. within floor -telling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics 9 from each corner and 20." o_c.'max shall have a flame spread index not to exceed 25 with an accompanyingg smoke thereafter at Jambs per product approval Jamb developed index not to exceed '450 when tested in accordance with 4STM E 8'f. At Masonrg Wall NTS 1HOUlatlOn shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood aeck using #9 x 1.5" wood screws with self seating washer at 12" o.c. max spacing over A57,11 D ' (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and 6 end laps fastened with corroarori resistant tin caps and with 1.25' ring shank nails Traced 4' o.c. at all laps and two sta gored rows 12" o.c. in field. Attach deck to.; trusses using attachment detaT on this sheet \ Simpson HETA 20 or equal hurricane anchor at each trues 12 With (10) lad x 1 1/2' nails PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 181QIba. lift 4 at 24"o.c. TYPICAL up (shop drawings by manufacturer) Aluminum Drip " R-30 blown fiberglass Edge t Fascia V-1/2" in bottom chord of trusses drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (U 45 bar cont. in each row. Substitute Kegean Pull o vent vmilpl soffit installed precast lintel filled with concrete and (1) #5 bar for bottom using 1/8' dia shank x1.5" long galv. Cont. row over openings roofing nails with 3/8" die. head par product approval - see chart sheet #1 1/2" dr wall over I" x furringg strips at 16" o.c. with R4.1 YrFoil insulation on tgpical an Block walls 5/8" thick light textured All drywall to be installed per FBC R102.3.1 stucco on tgpical concrete T and shall meet all poll taining ASTM codes. block construction m Mortar to be Type M' only proportioned par FBC R601.1 and Mortar Jonts shall: comply with FBG RbOrt.2.l. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...> #5 bar vert. w/ 30" overlap -- Fill cell with concrete, and at each filled cell (l) 45 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 - Vx6" #10/10 WWM on 4 mil Visqueen over clean compacted termite. treated fill Grade I- III:-I111 II -11 14" x 14" Concrete footing 14" with (2) #5 bars cont. and #5 T Y P I C A L SECTION transverse bars at 48" Scale : 1/2" = I' - Window Schedule Mark Size Rough D en. Window Descrl tion PRESSURE ZONE I. 4'-5%s"x 5'-3 %s" 54%s"x 63i4" Single Hung ZONE 4 2. 6'-2'/;'x V-3 %a" 15' x 43 %4" Single Hung ZONE 14 3, 2'-2" x V-2h" 21i2'x 38%` Single Hung ZONE 4 4. 3'-1" x 5'-3%s° 38" x 63'/4" Single Hung ZONE 4 S. 4'-531."x 4'-2'/s" 54Wx 54 V Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction on sheet I Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-O" X L'-8" 41H %4" x W4" Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-84 14' x 81 1" d „°b4i'" Shding Glass Door ZONE 4 D 2'-O" X V-8" Solid Core - Wood - L-Panel -B -Fold Finished 24" x- 81 h" E T-L" X 6'-8" solid Core - Wood - 6-Penal F 5'-0' X C-an Solid Core - Wood - 6-Panel - BI-FOId G 2'-8" x 6'-8" x I N" Solid Core Wood, Steel, or Masonite Door H T-8" X 6'-8" Solid Core - Wood - 6-Panel J 2'-4" X 6'-8" 1 Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated box on sheet #i GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX All rough opening dimensions to be verified by contractor in permit info AND SHALL ON SHEET #1 LL• N AiG 14'-O" I� EO O EGRESS MASTER BED�2000OM � 8'-O" A.F.F. - Flat Ceiling 21'-O" C12" x 12" Concrete column block Filled with concrete and (2) #'I bars vert. teed Into lintels above ° PORCH WIRE LATHII. STUCCO CEILING O MT - O i a 8'-0" to IT-8- A.F.F. all G DINING Vanity to be Vaulted Ceding 34 Yz"high I I / Rod t Shelf 1 I Flat Ceding I-I/2" VERHANG - - - - - -- ° IGITCHtR r' r1 o G�,4R,4C.zE � II s II� 8'-4" A.F.F. m Flat Ceding rc ra' i I Block wall in j i garage to be I (] MT ° Ll I struck block. I Q EME GE�yC ° I �-o EG ESS I I I I ® C.C.U. 12-8-09 3' -4" raden t Braden A1,4, PA' Lynne Building Corp. Architects -Planners ,4I1 S.E. Coconut Avenue THEROYALE NIB Tel (1-12) 281-8258 Spanish Lakes Fax : (172) 287-8283 E-mail: brad enaias'comcast.net Stuart_ FL 34994 #AAC000032 St. Lucie County Florida 5 REFORMA v- O THIRD ° BEDROOM Flat Ceding - w W O O rDou H �� 4'- $" SECOND SEDRaOM Flat Ceiling 30�401 EGRESS 9'-L„ 13'-10" MODEL: Date Drawn : Revisions II-IS-18 Drawn by: GARAGE LEFT c-c-U- Checked by: D.R.B. -2,1 H.B. O i 0 r Sheet m I 0 I 0 G . OF 5 Comm # 18-211 STRUCTURAL NOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,600 PSF SOIL 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 9. DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN: 3000 PSI ROOF (DL+LL) = 41 PSF BE 3000 PSI OR .4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" 3- POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A -IL, t 4 GROUND FLOOR SLAB- TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL II ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. BE MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5• LOT TO BE CLEARED,OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 12 MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: 1-1/2" COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM F•b OF 1400 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. I5, ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 1• PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUNDATION FL N I. Any changes to plans must be submitted to the architect SCALE: 1/4" = 1'-0" 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 45 bar vert. at 48" O.C. max. Provide (1) filled cell on each side of openings upp to 5'-II" wide. Provide (2) filled cells on each side of openings from 6'-0" to q'-Il" and Provide (3) filled cells on each side of openings from 10'-O" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 2-4 o.c. unless otherwise noted (see section) L 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-l6 and A-35 specifications. ALL Anchors to be A-30-1 steel 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ Thicken edge to 8"x8" 30" overlap ECTIONS AL with concrete and 4" concrete slab with fibermesh OR at each filled call one #5 bar continuous VxV #10/10 WWM on 10 and Visqueen over 4" concrete slab with fibermesh OR VxO #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade W7ti_l., - I IIII= IIII= 14"w x 14"d concrete monokthic footing with (2) #5 bars Cont. 14" 1 TYPICAL FOOTING DETAIL SCALE 1/2" _ 1- 4" 4" concrete slab with fibermesh OR 6"x4" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cant_ Step per foundation plan Y , N ^ < 10" (2) #5 bars cont. bottom steel 12" DETAIL AT GARAGE STEPDOWN SCALE 1/2" = I' -Oil 12" x 12" concrete column block Pilled with concrete and (2) #1 bars vert. tied into lintels above Verify house slab height in field Top of Tooter 16" below finished fl� J N ,.:777777 FOOTING SCHEDULE Mark Size Description FI 14"11.1 x 14"0 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 I6"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY �418"w x s"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS 8 IVW With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" I_I LI I = 30"x30"xl6" concrete column footingwith (4) 1'^zz—I — #5 bars each way 30 COLUMN FOOTING DETAIL SCALE 1 2" = I'-O" #5 bar vert. w/ 30" overlap at each filled cell Adjust curb, height based on gar. floor slope. #5 bar in curb 14" fill 4" concrete slab with fibermesh OR Vx6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill -)" a K i= At--, <14% x 14"d concrete monolithic footina with (2) 45 bars Cont. GARAGE CURIB DETAIL SCALE 1/2" = r-o" 2" x 0 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 Garape Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT JNFO 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, backfilhng 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 by 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 95 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location O • a, L' Single Filled Cell Column NTS Filled Cell Masonry Column With One 35 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden it Braden AiA, FA Architects - Planners 411 S.E. Coconut Avenue RIB Tel (112) 281-8258 Fax (112) 281-8283 E-mail: brad enaia8comcast.net Stuart FL '3499G #AAC000t7)o,2 0 0 r ------- 14'-O" 4 4 21'-0" I Opt. PATIO/SLABI 12" x '12" concrete column block fill with concrete and (2) #1 bars vert into lintels above u) r" --�-�-� ---- ° f-------- r---- FI -- — 0 Ly I M n L T d T Filled cell under FI I girder above o m FI 24" I Rear Porch Slab to- LU be poured separatelg o- F4 I r J from House Slab. ri I O Thicken footing to t 24"w x 14"d x 24"L l I under filled cell I a under girder bearing. (] ° ° ° ,+ ° Q[ FI Rear Patio/Slab to FI be flush with bottom of sliding door recess. I C slope I" _ rA I- I I ;- I �- I F_ F- I I I Ic ° I I I H-B- I 4" concrete slab with fibermesh OR ° 6"x6" 410/10 WWM on 6 mil Visqueen over I ° clean compacted termite treated fill I FI I I I °I I° \ F- � I I \ I I.— i o V ° F— F— I I� "I I° I Fi I I I I I ° ( ° O I I A/C r-- #I F\\ > I F_ IF- Se detail onallLh"0 Steel this sheet � I I I Q.� I IF- L I I - I I 4" concrete slab with fibermesh OR I I I C 6"x6' #10/10 WWM on 6 and Visqueen over I I O clean compacted termite treated fill i I FI ° I I iy I I FI LU �O 0 O FSI iW I I FS Recess for I. p L--- Garaa Is Door nn nn °° "O I FI I I I I I � I I I i 0 l J `--Y - Y - V-4" Wynne Building Corp. THE R O-YALE Spanish Lakes St. Lucie County Florida V-0 2,_8„ 2 _g„ 2'-2" 91_61, 3 '-4 � 13'-10" E MODEL: Date Drawn Revisions II-15-18 Drawn by: GARAGE LEFT C.C.U. — Checked bg: D.R-B- -2" H.B. z I 0 0 r Sheet Comm # 3. 18-211 OF 5 ROOF SHEETING ATTACHMENT DETAIL 2. Minimum Screw Size = #8-x 2" V 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 Pressure Zone 1 411 61, 8d ring shank 45 psf Zone 2 4 It4" 8d ring shank lie psf Zone 3 4" 8d ring shank 84 psf ** Zone 3a 4" 4" ##8 wood screw 112.5 psf ** Use nails or screws based on pres ure in permit info box on these plans ?or for roof stated zone 3 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 set in mortar Min. as Bearing Provide #5 bar act in pre -cast ROOF h L A; N Scale 1/2" = 1'-011 lintel into beam where length of the opening calla for it. — Overhangs at 1i-0il ,unless Otherwise noted on this Sheet - Roof pitch at 4.12 , unless Otherwise noted on this sheet Provide PT Buck attached per iamb &tails Into filled cal 4' Pr& -cast Sill Ir�,i h1�_I I =;1 f ;•I r I:•:}i I; �;I 'ill k l Truss shop drawings to be provided by manufacturer Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification Poured Filled Cell _ Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss constructi Provide #5 bars with min. 48 bar Iametera overlep in filled cell. Tie SLAT filled cell steel into continuous footer steel. C crett Anchors Per Pared Conereee ." A , Me ufacturar6 space concrete b Concrete footing (see tooter schedule r. !" ' "' •� for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" j SINGLE PLY REAR GIRDER TRUSS C / Nail 2" x 4" blockinp to vert. leg of truss with IOd x I.5 nails at 4' o.c. Verify with Plan 4- Install Simpson MGT into wall using n 5/8' dia. threaded rod set min. IZ" Concrete 12 "x 12° \ into wet beam and (22) 10d nails into truss /Lintel F--7-� Column Block Na I48 Bar Dia. Reber TRUSS BLOCKING DETAIL Reebb er Min. Overlap AT GIRDER STRAPPING AT CENTER BEARING POINT column to Lintel Attachm&nt NTS 1/8" thick light textured stucco installed per M SCHEDULE 2 paper backed ASTM C 924 over ASTM D tgpethrough wire lath Waded to substrate through one layer of J J �"/ ASTM D T pe 2 felt paper using 8d nails. Substrate to be 19/3 CDX Plywood nailed at L o.c. in field Mark Size and Description and edges with IOd ring shank nails into studs, $I Two rows of beam block filled with concrete and 1 #5 bar Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 continuous in each #5 90e bend bar row. hook vert. bar over top bar Wlth 2L ga- Sv crimp metal roofing attached to plywood deck using #9 x I-5" with a 10" min. lap at top bar. wood screws with self sealing washer at 12" o.c. max s?acing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min- 4 side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails 'paced 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 bare Lintel Bar Gear "A" "B" ` >r . Length Length Span Bars Bars .. ! ,1 `R ,' 9 CLEAR Is ` :' 9 is 2 -10 2'- 8 I -6" 2,43- none i ' <�`'i i •-`• " i i ` it � 3'-6" 3'-4" X-2" 2,43 none 8F8-013/I7 8F8-11SAT 8F8-IB/2T Additional 4'-0" 3'-10" 2'-8" 2,#3 none #5 bare .....:;+: CLEAR :,fr' 4'-6" 4'-4" 3'-2" 2,43 none ne Row of "H" ;:'° `:= t i Block Above '-';• - 5'-41, 5'-2" 4'-O" 2,93 none 4` 5'-10" 5'-8" 4'-L" 2,#4 none '� Precast Lintel r L'-4" 5'-4" 2,44 none +' Additional #5 bars � 7'-L" . 1'-O" L'-2" 2,95 none BFIL-IB/IT BFIL-IB/2T 8'-4" T-10" 1'-O" 2,#5 none NOTES: ALL reinforcing steel Is grade Lo. - i, min. coverage of steel=1.5" 2- mrn. bearing required a ea. end-s" 3. standard for rainf. steal—ASTM A015 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit Width Lintel Slze Cast -Crete Specification Rowis of "H" Block Above " " Bottom Steel Size Top Steel Size Max- Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2' V-0 BFB-OBAT 1 #6 3069 1569 1024 1_31 T-V 2'-8. V-1' 4'-0' BF8-015AT 1 #5 2SLI 1393 163 L46 4'-5' 1 5'-10' 1 BIBS-OBAT 1 #5 1 1105 909 339 L50 W-O' L'-L' 111F8-OBAT 1 #5 1238 835 121 L60 L'-8" T-V 11111m8-OBAT 1 #5 1011 121 534 LBO 8'-O' 9'-4' BF8-IB/2T I #5 2 #5 152 591 512 L90 T-0' 10'-L' 8F8-I19/2T 1 #5 2 #5 L43 630 401 L905 T-0" 10'-L" BFIL-IB/2T ONE I a5 2 #5 1533 1183 401 LI00 10'-0' ll'-4" BPS-IS/2T 1 #5 2 #5 582 494 452 LIOOB 10'-0' II'-4" BFI6-I8/2T ONE I #5 2 #5 13166 1028 452 LI20 IT-O" IV-4" BF8-IB/2'r 1 #6 2 #5 411 428 324 L1205 12'-0" IV-4' BFIL-IB/2T ONE 1 #5 2 #6 1015 110 1 324 LI40 14'-0" 15'-4" 111FI6-18/2T ONE 1 #5 2 a5 1 1250 L09 259 LI60 IV-O" LT-4" BFB-IB/2T 1 #5 2 #5 1 300 192 194 LIOOB IL'-O" IT-4" BFIL-IB/2T ONE I #5 2 #5 I also SOO 144 - 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 hur ice c nc or at each truce wit�i (I�) PO x I I/2' nails — ( 24" o.c:) supporting Max, 18101bs- uplift Aluminum Dnp Edge t Fascia 12" 2" x 6" Sub -Easel Kagcon full o vent vingl soffit installed using1/8' din shank x 15" long ga1v. roofng nails with Val' diat head per product approval - see chart sheet al 12" z 12' concrete column block filled with concrete and (2) a1 bars vert. tied _— into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of tooter IL" below finished floor _a 12 4 Aluminum Drip _''" Edge t Fascia Flash and Counter 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 woad framing with nails or staples to provide nor lea than 1-3/4" penetration into horizontal wood framing and 3/4' penetration into vertical wood framina members 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 a Slope per foundation plan r IT — a m J u E Poured Concrete or / I concrete brook mall \ I Concrete Anchors Par a. Manufacturers Space Flush Mounted Shutter Detail Aluminum Panel Sizes per manufacturer — See Tgbical Stud Detail 1/8' x 3/32' Wing Nut w/ opprapnate washer and spacing per manufacturer's Details Zp OL3" in i E I Stud Detail Stud w/ Die Cast zinc NTa Nickel Fisted Wing Nut [its Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUS 9 24"o:c. TYPICAL ( shop drawings bg manufacturer X➢9XXXXXAXXXX R-30 blown fiberglass in bottom chord of trusses a I/2" .,drywall with smooth finish Two rows of beam block filled with concrete o - and (1) #5 bar cont. in each row. Substitute 01 o pprecast lintel filled with concrete and (1) #5 m bar Cont. For bottom row over openings o O 1/2" dryywall over I" x o.c. furringg q strips at IL" with RA I ?,-foil Insulation on tgpica[ 8" Block walls All drywall to be installed per FBC R102.3.1 m 7 and shall meet all pertaining ASTM codes. ro Mortar to be Types "M" onlyy proportioned pper FBC R401.1 and Mortar points shall comply with FBC f'i601-2.1- Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) #5 bar vert. (typical). Max, sppacing shall not exceed Wood 48" unlesa otherwise noted Base we Foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR zz 4"xV #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill —IIII.... IIII-1 _ II-IIIIII=1 I=1 I=1 I=1 I! I-IIII -�-" r . •-'-IIII�IIIlllli4" F► -IIII, ,i1111111111 iiii-lei►-1ii1 3 Typical Section dt Front Forch Scale : 1/2" = V-O" 71 _ 1 A ene", 1 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.G.) supporting Max. into beam (22) 10d either wet nails into set or in epoxy with truss. Add blocking to 1810 lbs. uplift HETA 20 / truss leg per detail on this sheet 0071�10 1641003, 1 L Ian am VAA WA 61 M W; a A M i WA I MAIN I W in . &1 0 WA Arm, M1 I Mwo elr�,WMAOEWEI SLOPE 2 laps fastened with corr.0 I Attic Access Lil MUM I. HETA 20 Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift }f X f— OU r m to L s� nL Q. W a �— O v Z /\ V IE - co A L N s �O "•l u~i PANEL "All Pole& BR Load Wire Description tiro# arc# Description Wire Load SR Poles 2 40 1.0 kw #e A/C comp 1 2 AHU #10 3.5 kw 30 2 3 q 2 30 4.5 kw #10 40 gal. water HTR 5 i Range #L 12.0 kw 5o 2 1 8 1 20 1.8 kw #12 Pump 9 10 Dryer #10 5.0 kw 30 2 11 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20- 1 1 20 L5 kw #12 Microwave 15 IL Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw $12 Kitchen S.A.C. 11 18 Recepts #12 20 1 1 20 1.5 kw 912 Kitchen S.A.C. 19 20 Recepts 912 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 1.4 kw #12 25 26 Recepts #12 - 20 1 1 20 1.92 kw 912 21 28 Recepts #12 - 20 1 1 15 $14 General Lighting 29 30 Recepts #12 - 20 1 1 15 $14 General Lighting 31 32 Recepts #12 - 20 1 1 15 V14 General Lighting 33 34 Exterior GFCI #12 20 1 1 15 -- #14 General Lighting 35 34 Bathroom GFI #12- 20 1 1 20 #12 Smoke Detectors 31 38 General Lighting #14 15 I I 20 #12 Bathroom OF 39 q0 General Lighting #14 I6 1 s are 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description city. Watts Total(Watts) General. Lighting (3, watts sq. ft.) Small Appliance Circuit(s) .. ..... .Range ... ... ...... ..... ............... ...... Refrigerator .................. ... ...... I ................... Microwave., ........................................... .... Dish Washer Clothes„Washer............ .. . . . . . . . Clothe6..Dryer................................................ Water Heater Water Pump .................................................. ............ ................. Garage. Door. .Opener ...... . ........ .. 1135 3 51205 2 1,500 3,000 1 12,000 12.000 1 1.200 1.200 1 1500 1500 1 1200 1200 1 1200 1200 1 5,000 5.000 1 4,500 4,500 1 1,800 1,800 1 810 810 Total Watts 31.415 First 10000 Watts e100% 1 10,000 10 000 Remainder 21,415 940% 1 O 10.9LL Electric Heat or A/C 10,000 965% 1 10,000 10,000 Calculated Load Watts 30.96i Voltage 240 Calculated Wattage Divided by Voltage = Total Amps L 129.03 Panel Size Required = 150 Amps Electrical Sqmbol Legend S Single Pole Switch ® Recessed Can Light S, Double Pole Switch ® Eyeball Recessed PB Push Button Switch Exhaust Fan Duplex Outlet Ceding Mounted Light Special Receptacle o- Wall Mounted Light "m9ri waterproof, ground fault interrupte Light with Pull Chain (attic) ® Floor Duplex Outlet @ Computer Connection Jack 0 Carbon Monoxide Detector 4& Flood Light TQ Thermostat ® Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling Pan © Television Jack 0 Telephone Jack AC 01s c A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up El Intercom = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: 139 CFM IOxlOxl S M 139 CFM IOxlOxl 163 CFM IOxlOxl I 12xI2xI0 B/A ° B/AX10 B/A NI Sx4?0 I PORCH I I I Center Rigisters on ceding ran - I I I GREIA ROO Vent thru _ 32 CFM 1 I N SoPP11--- � KITCHEN 0 1 28 �� 144 CFM IIILI I 12xLxl Z A IC SEE MANUAL "J" and Energy Calculation for Unit info A/C disc. 150 42/0 Aluminum Peed MC 1 '/&" Conduit PANEL 150 Amp Panel 1© 22" x 54" Attic Access I with light L - - - - - 4"4 Steel Ballard See detail on this cheat GARAGE r----------------- f 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. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical M TE service and provider. 4. ALL paddle fans shall be on a rheostat. AHu S. ALL bath and kitchen receptacles to be GFI protected. 2" PVC ( FPL L. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 2" rigid service RPL Berm t. 81 copRea(raw 9. A/C Return Air Balance Must comply w/ FBC RM1402 ina slab 10. A/C Refriclerant lines that are run thru slabs must be sleeved in RISER II. ALL A/C Equipment shall comply with energy. calculation I2. All work shall be performed bg a licensed electrical contractor, the completed system shall be fully operative. - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. 13. Contractor shall pay for all Fees, permits, testing, and manufacturers recommendations which inspections including blower testing where required. shall be verified prior to construction 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 19. The electrical system shall be completely and eFfectivelg 15. All required insurance shah be provided for protection grounded as required by the latest. edition of the N',E.C. against the public liability and property, damage for the 20. All material shall be new and shall bear underwriters' duration of the work. labels where applicable. 16. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from 21. All equipment and panel sizes shall be verified before the date of acceptance or certificate of occupancy, or one ordering. The contractor shall provide circuit routings to year from closing sale of house. suit the Job conditions_ - Correction of defects shall be completed without additional charge and shall include replacements or repair of any 22, Furnish and install all fixtures as called for on the plans other phase of installation that may have been damaged. or as selected bg others. 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install 23, All raceways and pipes placed in or through any concrete all items for a complete electrical system and provide all slab shall be spaced a minimum of three diameters of the the requirements necessary for the equipment to be placed in largest conduit or pipe from any other service. proper working order. 18. All work shall be done in accordance with the N.E.C. and 24, All exposed wire below T-l" shall be installed in metal EMT shall comply with all local codes and ordinances, and shall conduit. meet all standard requirements of the local electric utility 25, Dryer Vents to be installed per FBC RMIS02 and telephone company. 163 CFM IOxioxl DiNING ROOM THIRD BEDROOM \ss W 12x12x8 B/A 84 CFM II 0 I y IOxkxLL wR = T ~\ e _ J \ I � I - \ I Le\ 1 I i 13 FM - -- x4x4 �Cal�nli ° I I I 1 e� �1 215 CFM B/A 12xLxl SECOND BEDROOM Opt. PATIO/SLAB O \ MASTER BEDROOM UP GFCi / Tv TV / N I\ PORCH TV \ I \� I - - GREIAT ROOM O I O�Smake / Carbon I Menm&de Detects Combs GFCI Ca I s CLO,PE I �I Exhaust Duct tr fCFI Thru Soffit _ I I J I GFCI I DINING 1 \ ---, \ I I ROOM GFCI GFq✓ \GF I 50 FAN ° I / VIT�4N Duct Thru -2 4„ 3,_2„ l 31tZ 751 - - - - - - - Wall / WP GFCl/ / - \ Install owlet N - �" THIRD under disc. \ BEDROOM not shown or clarity � - I = Via _x i4 t+I j TV / A# C li tic A«sa& I / / i 42"h GFCII Nth light I \ss lu i ' 404 Steel Ballard \ See detail on this sheet ' Pull chain I L \ light in attic Pc lent thru 150 Imp \ OTIONALCATION PANELPan GFCi I J smdu / carbon \GARAGE IIc °un�AHU I I Garage ©Qs T O C III 1 \ II /�IJj Jl Door Opener \ F 5 1 I \ to tot eariiw \ \\ I I S E�N�� BEDROOM i TV .ELECTRICAL f"L N SCALE: I/4" - Ii-O" fTC�IANICAL LAYCUT O= THERMOSTAT LOCATION SCALE: 114 ii = i ' - O ri Total Attic Space = 248-1 sq. ft. Venting Ratio 1/150 = IL58 sq., ft.- required Provide A Continuous Vented Soffit Braden t Braden AIA, FA Wynne Building Corp. Architects - Planners -4I1 S.E. Coconut Avenue THE I ROYAL E Tel : (112) 281-8258 Fax : (1712) 281-8283 Lakes E-mail: brad enaiaecomic ast.net Danish St. Lucie County Florida Stuart. FL 34994 #AACO00032 olil � ma Post Light with w `m Photo cell � E> 0 MODEL: Date Drawn Revisions : II-I5-18 GARAGE Drawn by: LEFT C.C.U. Checked by: 0.R.S. or Post Light on corner Exhaust Duct Thru Soffit Wire For Front Post Light Sheet Comm # -� 18-211 OF 5 ii a, ®=LIFE SAFETY WARNING This symbol identifies life Safety Warnings that should be read given special attention by all persons installing trusses. SPAGING NOTE ALL TRUSSES ARE T61BE SET AT 2'-0: ON GENTER EXGEPT AS NOTED DON T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses ® are installed. A Al 1-IAN®1_IF= 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 MAYBE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. For Truss to�ITruss Connections see hanger/connector schedule in engineering Carrying Girder mxxm ✓a s nxrxm etweR. saeruuwo Live �d exaxEvuxn 0 f A a — a-o c. rNRu I 1 CORNER LACKS 1 ONLY y 2,• �r•,,•� CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY Nails must be as shown. Guide tabs o Dome angle nails. SEAT PLATES BY CHAMBERS AGATES LOAD BEARING QUIRED BY TRUSSES PPLIED BY BUILDER A HEIGHT OF 8'-1" DVE FINISHED FLOOR I PLUMB CUT END 2 x 4 Top Chord I BEARING HEIGHT 8'-1" TYPICAL END DETAIL A ARRANGE WITH CRANE OPERATOR IN ADVAN E FOR A SPREADER BAR', OF 18' - 24' IN LENGTF ® Do not stand on trusses until they are braced per BC I & properly nailed to straps & hangers 14-S, GARAGE LEFT 21' 14' r_ . 1. R � N J2 CV' J2 J4 R� 34 J6 JB Li t I GRC I A6 I A4 I I A3 I I I I _ A2 Al 1 Al r I Al 121 I IN 13'-72 Al I I I Al I I Al Al 1 r0 l Al '' ---- -- ----- _ Al A A A W�O ~ NU_ ?� A F w ' d A W U aZ Q LIJ A 0 CNI A T SETBACK BOSTON HIP TRUSS BHT GRB B J3 s B J1 h N n4 N rn a) N N N B I I GRA I I 0 I I , I I rn 9 I I o Jc ,IC D I 1 t— — — — — — — — — — __ — — — — — — — — — — — — — — — — — — I I , ✓® — — — — — — — — 4- — — — — — — — — — — — — — — — — — — — — — — — .— - _ I I 1'-8q' 7- ' 9'-6" - V-4- 16.-106 The loam desalp9ao aims lls urdaalprsd adurowle6r7s and -T Tmeaoa tva be made b thlot WON AiJREEMENT 10um.Tlda M7RE�YENTla slay aRETU� whets rrs tnusea wAl be IrraaAed b: w71Ren rro0es fi provk9ed b17 ,, ned notice a hrd of n0 es rogldrad, or to woo ecbn b b�job ahem k 0y r'm Mbm Tnva has e the sale mm,x„ w brkagonatha �Oram le 1 to Ctlrnben Tnns wa>wr ten d�G±a sA tra aRmved..ln Ills a ber+lwe job of a rile prepared k;i—Asgvmi%a � hm nt 'ol' Thra tie to Be& s rjMl t W to Cbembew Tnw for towtrlp mad dste a�°0' °f Pma0rV T below a sub)eot so cparrgs r dry alanpea are made RI Cdlil li tif. A shown k $ a00 per bootee for revMlans may, be drmgad br Ctrnrmben Ttup, ads E ORDER to Chamber, Tiva, a the sum spread tW w r Mil bn aarreryr. Inwke °. Inwki tNR bs made oni dnrvary and pay Mtlrkr emu a neT deAuery a feb led Theaurdmtlp m de�°t% r a'Yer venial acoapf akarney+s ale fw corecf4re ti sumo a pay Ctsmbm lApss resaonable oheipe veil be added terse sums not pall pw„y made. 9-la %par monGr seytice. - & blpmWn w Inldsa wWetrem on MW Wwo WMIL as a0reernerd to s1 alms harebr, ben at ext due perry � ft , the tmdaygned br.anY when due a Inrldebtedrras owed to kldebadnm including agora/4" and IM apneas to pay such daMrR In paymem tot material be made by the alPeYtrsna referred hemp,m'o 0ds ngnesmenL the Rims Rmdstud herourder be= iflala Camty, F W �'� am°° That the opal venue for any such ackn win 99. DeslDn msparsldabs are par'Nado,ly Slmndard Artd R�srunerded®nddetirea On Raiponsmllltke 0wCabbv=UftMetalPSt7ComsoadWoodTns'ses 4NSVrPIANTA4-200r- - - �a- erlrnowumir�yausinegm = Multiple pty tnnsos must be fastened to Bother per engineering before they are $et; failure to do so can nikultln roof collapse. Temporary and permanent braclne are required and can save Itfe and property and In the r®sponsiblilty of the truss erector. Study the contents of the Infom aUon packet Included on delivery 1 before setting trlrsalis, .7h=wmustbeaetandbmcodpeidnWbP MWtk y3 Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any "tithe_ r cdticentrated loads on tnuses, this can cause collaolia. 0 •••, • r r%L100=0 U N(y TMOS LAy017T USE LAYOUT DELIVERED WITH TRUSSIES TO SET TRUSSES .-.CHAMBERS TRUSS INC A 0. A1�,. 310i4 Oleander Avenue Fort Plerde, Fioiida 34982.8423 800-551.5933 Fort Pismo T72-46&W12 Fax 77i-40 711 Vero Beach 77),688-2012 Stuart '772,Z83.3302 ' u,-r. era.. nYxuDCDCTDIIl'.S'iP'.AY - -rhe Aretuto-urs ur +'+tG:Fiitect'e. apresanfative'�. - 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 gr y and upljtt loads and their re a ive locatioy s. ApproveiT'Sy: 11 z �L Date: r Braden & 6raden 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT L.UCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 ,I moo 2�. t Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 a`�-� Roofing Material Metal (Roof Loading in PSF Roof R.D.L. w'9 w Top Chord Live 20 E r Top Chord Dead 7 4.2 o c Bottom Chord Live 10 Non -Concurrent 9I ITOTAL Bottom Chord Dead 10 3 Load 37 7.2 cc Duration Factor 1.25 to Wind Speed 165mph w Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 12'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 W H fn Q GARAGE RI(s6-IT 27 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11324 Scale: 114 = 1' 83 total trusses, 27 ddferent trusses. MI 4: SAE ACAD: SAE Reviewed By: Date:07119/12 Revised:03/21/18 FOR WYNNE BUILDING CORP. DESCRIPTION: 70' CARLTON, ELEV. D PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M11324 5 e,;F Arwa-