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HomeMy WebLinkAboutBUILDING PLANS12 4 1 SLOPE 8'-1" T.O.B. e i 4' DEC t 8 NIP St. Lucie Co•�'r�, FL Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 26 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 Ib felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 5" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. field. Attach deck to trusses using attachment detail on this sheet iNEc pRE ; EOS�F Mp 1 cci" _ 4d,�ItN 2„ 2„ O.H... .� 5/8" thick fight textured stucco on typical concrete block construction r 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATION �•o�° SCALE: 1/4' = F-O" . t( , 0 Gulf Coast Supply and MFG 5v Crimp Metal rliinngg\FL 411651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D it 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 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 Finish Columns with 5/8" thick cut coral finished stucco bands ALL MANUFAO"NRES LA8MP A CE U FAAND SHOO C CTORS O WfM FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED 5/8" thick x 8"w cut coral finished stucco bands ELE\/ATION MOTES: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL UUSI.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c, at all laps and two staggered rows 12' oz., in field. Attach deck to trusses using attachment detail on this sheet O 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof pitch at 4:12 unless otherwise noted - ,Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. - Return ALL Stucco Bands Into Window or Door. ,pCN vils ONO��Eiu aalsHE�S� OFZ1iE CON„ l'I4E0 SPO OF PO ARETH AS�hERsr. EflEERpti-;- T^".-t,`AEN C EZNEA� Ot0(: A�0 TS 12 �CNTflgC. THE S L O P E 4 RECORD rHese 4R4.8U P4NSAN �FOU� 6JFOrr OAll ti�AY84ec YF/FCD�YOO,g8eorl, H0 M� ylyiry;444Ys1 Eq �S �r 9k 404440, 12 SLOPE -4 Finish Columns with 5/8" thick cut coral finished stucco bands 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 plywood deck using 3*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 1.26" 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 8'-1" T.O.B. H. 5/8" thick x 8" m cut 2" coral finished stucco Hands H. F(D a❑ ❑ 3 3 5/8" thick x 8"w cut coral finished stucco bands thick light textured stucco on typical concrete Ili block construction _____________ _---------------------- - - - - -- �I------------- o'-o"=Finished Floor Finish Columns with 5/8" thick light textured U FACTORS AND 5/8" thick cut coral stucco on typical concrete FBCENERGYi:ADEMUST finished StUCCO bands block construction HgTH RIGHT ELEVATION RU�NOSPECT, ARE APROVEO FRONT ELE\/ATION SCALE: 1/4" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening NOA/FL product Model # Manufacturer Glees Attachment method �EgT Expiration Design Pressure Type NUMBER Date of Approved Teats 1r2,3 Mi Windows L I x Icons min. pen�i pt au at mwc am each corner and L o.c. [i ereaFter through Plr �uck into sad FL# 1499.2 Single Hung Series 185 doors toathe appVwaLg min 2.5" edge distance In strict adherence ± 60 psf t4 and product A IL-0330.02 Overhead Model 824/811 9'-4" max. width DAB a x V DTF l5w,k to caxrsts bi.k sith sM.di e ceil eM1 M s5 bar yverc his air x e' Hiln HLC Sleeve anchor, at a' e.c. h t2s /i`�5i.th 1' ache durance. Install tack to buck i iI rr lea bracket 10-q-21 + 50.0/-60.0 psf p Garage Door g IL'-O" max height g n°a x r eed .ar•w' �n exh sraanrp ids l/ * dwrboildate anGC to roller aharti adhere to product approval Elco 1/4' die. tapcon with min 1.25" embedment at W max B FL# 16614.1 Fiberglass P o/ Jeld-Wen from corners an 11.5' o.c. max thereafter in head and Jambs. + 50.0 PSF smooth Sliding Glass MI Wlndos5 p. x �Dc one w nin. an' tration at max. om each corner end l" ac. al doubly raw t�ierea/ter throng filed 2.5' distance + 48.2 PSF C FL# 15332.2 Door Series 420 and doors a T Buck into solid CMU wall maintaining min edge a strict adherence to the oroduct approval. - Product NOA/FL Model # Manufacture Attachment Method Ez Spu'ation Design Pressure Date of Approved Tests NUMBER For CML use (2) 1/4" x 2 3/4' tapcons with min 1 1/4" embedment CM-18531 Ml 1p ncous penetratwe into each Mull Clip. Attach mull to clip using (4) a10 x 1.25" + IIB.q PSF Mullions FL# 15353.8 vertical mullion and coons Gulf Coast Supply self tapping screws per clip as shorn in product approval. Roof FL# 11651.12 SV Crimp 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" 6 M Metal Roofing and manuf acturrg (tope 2)e30wlbh felt underla mentemstalled with minx-4 sde lapsrandS ennd laps fastened with corrosion resistant tin caps end with 1.25" ring shank nails - los's PSF spaced L ac. at all laps and two staggered rows 12 o.c. in field. Attach detail deck to trusses using attachment on roof plan Siding Stucco on Block Soffit FL# 12198.3 Model T4 12" vented Kagcar Install using 2" x 2" battens at 6' o.c. screwed to soffit framing using US x 3" wood screws at each truss. Install soffit to battens using +55.0/-35.0 PSF Vinyl Soffit 1.5" long n shank nails with 3/8" di . Hurricane 24 Gauge Global Protection Install using 1/2" dia. solid set lead anchors with 1/4" die.-20 x 1.5" Panels FI# 15016.2 Products -LC Storm Panels long 55 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 my seal below. ( Architect or Engineer of Record if 2" x 4" top plate base -board 1/2" drywall ceiling on truss bottom cord 1/2' drywall on x 4" studs at 16" o.c. 2" x 4" P.T. bottom plate SCANNED BY 3T LUCIE COUNTY / 7!:2 -0-rJ3 ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR Cgy1PJ.dgNCE REVIEWED BY iC� DATE PLANS AND PERMIT MUST BE KEPT ON JOB SITE OR NO INSPECTIONS) WILL BE MADE \ 4" concrete slab with fibermesh OR CxC #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts Z 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 SLOPE 4 I -I I -I I -I ION1 -I Ili III I-f SCALE: 1/4" = 1'-0" 5/8" thick x 8"w cut coral finished stucco bands -O'-4" A.F.F. FILE COR ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocity: 145 mph ultimate Mean Roof Height: II'-O" Roof Pitch: 4:12 Internal Pressure CoCoee `ficlent: ±O-ie Subjectabilitg to damage from: Weathering: Negligible Termites:Vertl Heavcl Width of Roof End Zone: " Wind Speed: 145 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.126 Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; 0.6DL+0.618L Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.11 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20A /-84.O psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Detai s Provided? Yes Minimum Sal Bearing Pressure:2,500 psi, Presumptive: X By Teat: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: __1_6__ psf FLOOR DEAD LOAD: 1O psf JOB ADDRESS: ' 2d2 ITCH 0 = Roof Zone 1 Walls Zone 4 EEg = Roof Zone 2 Wails Zone 5 END ZONE Corner Zones Roof Zone 3 rFLOOR CLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = I'-O° N.T.S. 34" high by 4" diameter I. Contractor to verify ALL notes and dimensions prior to steel crash post. Floor Flange with 4 - proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into q slab (3/8"t 50 ksi steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have 6" a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. S. ALL Concrete used for Slabs shall be min. 2,500 PSI concrete. �'" '' ALL Concrete used for vertical filled cells, cont. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix lo. Drywall at ceilings shall be leveled and attached to bottom chord 4' f trusses w0 0ith screws per FBC R102.3.5. 2/ 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for 216- 2'A" handicap accessibility requirements. /_' /_ " 12. Lowest finished floor to be set by Governing Building Department 13. surveyor to set in field. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 15, Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC 450 FBC R302.9.1 R302.9.2 16. 11. Wall and ceiling finishes shall have a smoke -developed index of not greater than per All exposed attic insulation materials Installed On attic floors shall have a critical radiant I" x 6" P.T. Buck nailed to flux not less than 0.12 watt per square centimeter_ Exposed foam plastic insulation deck or on the attic walls shall comply block withcase p o r to or attachment hrdened nails materials exposed on the underside of the roof 18. with F.B.C. R316 - see permit info box of code edition Gypsum board material shall conform to ASTM C3L, C19, C415, C514, CL30, C931 C1396 be installed C`TLO, C1002, C1041,C1111, C1118, C1218, C1395, or and shall ;qccordinn to the following: (FBC R102.3.5) Dr wall Thickness V Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for installation of dr wall into g Spacing Maximum wood framing members Nails Screws 2" x min. thickness Ceding Perpendicular 24" T' 12" 13ga I 2�/SORng with 19/64" head c.o9all diameter x 1 1/4" long annular -ringed or 5d cooler nail /2 OR Walls Either I6" 8" 16" 0.080" dia. x 1 5/8" long with IS/64" head Direction OR Gypsum board nail 0.084" dia. x 15/® with 9/32" head. Ceiling Perpendicular 24" T' 12" 13ga 1 6/8" long with 19/64" head OR 0.098" diameter x 1 3/8" long annular -ringed or bd cooler nail OR s 0.092" dia. x 1 1/8" long with I/4" head Walls Either 141, Direction D OR Ggpsum board nail 0.0915" dia. x 1 1/6" with 19/64" head. Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use SAC 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 apprc 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.L, A108.1, A118.1, A118.3, A13L.1 and A131.1 in 20, Cement, fiber -cement or glass mat gypsum backers cturers recommendations shall accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufac 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 accompanyin smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 wood' 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c. In field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane IOd ox 11 1/2 snaitruss ( 24" o.c.) supporting Max. 1810lbs. uplift Aluminum Drip - Edge d Fascia 2" x 6" Sub -Fascia Kaycan full o vent ving using 1/8" din shank x I roofing nails with 3/8" product approval - see 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap - at each filled cell Grade 12 4 ttl RM SECTION PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings bg manufacturer) R-30 blown fiberglass in bottom chord of trusses -1/2" drgwail with smooth finish Two rows of beam block filled with concrete and (1) #5 bar cont. in each raw. Substitute precast lintel filled with concrete and (1) 45 bar cont. for bottom row over openings 1/2" dr wall over I" x furring strips a� 10 o.c. with R4.1 Fi-Pod -insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type 'M" only proportioned per FBC R601.1 and Mortar Jonts shall compq with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (U #5 bar vert. (typical). -Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill 11- 14" x Ip" Concrete footing with (2) #5 at bars cont. o.c. #5 transverse eb Masonry Beam Sliding Door At Masonry Wall L-1 , � l fixed door sliding door 1 1/2" Sill Detail NTS AREA CALCULATIONS Living A / C = 1444 Sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,568 2" VTR JIL I I I I 21' VTR Master r� JiL Bath i 2. rLrI 2" Lr Lev. 1 q" I 2" VTR w.c. JIL 3" I I I 23" shwr. Kit. sink I I Kitchen 2" I Lay. 3" W.C. Bath #2 shwr. S. C.O. To Septic PLUMBING RISER 1" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment \ Masonry Wall ypical Flooring Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval) a m b WIrid ow Schedule Mark Size ROU h O en. Window Description PRESSURE ZONE 1. 4'-5%e'x 5'-3ie" 54�8"x 63i4" Single Hung ZONE 4 2, 6'-2%'x 5'-3 %' 15" x 63 %4" Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 2'1'/2"x 38%" Single Hung ZONE 4 4. 4'-5%8"x 4'-2%8" 54'/s"x 54Y8" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction Door Schedule Mark Size Rough 0 ening Door Description PRESSURE ZONE A 9'-0' X T-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %;k 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" '14" x 81 %2" orfr:che"twat"" Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81'/2' E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8" x 1 %4" Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel J 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 1*I GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction Q a 34'-O" 11 00 00 00I 1 OE O ry - EGRESS IV x 12" concrete column block filled with concrete and (2) #i bars vert. tied Into lintels above o Covered Porch 6 12,-8„ O O o (V 0 11010 � © o MASTER _ BEDROOM 8'-0" to 9'-$ A.F.F. ot c Cn Vaulted eihng 8'-0" A.F.F. Flat Ceding NLL GR�AT o ROOM o ® 1 O I N Rod Shelf 61- 4' Vanity to lie ° 1 1 34 y2"high I m t H.B. 0 L SET ` o� 8'-0" to 9'-8" A.F.E. 4L 2" x 6" knee -wall below top W O M J// Vaulted Ceiling 1 counter rr. r i DiNING I 1 LINEN ROOM - - - H Is,o 8 1 � �F Rod Shelf ABINET b ° o a' � O 0 I BATity O Vanto be i, ° o W i 34 %2„high 1 iv 1 O High Wall I Q KII T C H E N cn cc Vent C r er N _ O throng wall I - - �verfiang 8'-0" A.F.F. iv IF ° ° Flat Ceding - O Upper cabinets to extend over Ref. cv I I 2" filler N !-� A T H �n'n Wad-VIeaY O _ Rod 4_Shelf _ -II Batte wlation NH. _ 4"� Steel Ballard ui _dgtgd qn this sheet w 1 $ Il" N 22" x 54" F y0 Attic Access Provide auto l ° with light closer 8'-0" A.F.F. Ali[_"� Q Q 22" Loj W U� Flat Ceiling I q Panel Meter SECOND BEDROOM ERG Y GARAGE r S EMI T EO e'-4" A.F.F. O O r 0 Flat Ceiling O D. O EGRESS f-----------------� O Q Block wall in m = I garage to be 1 struck block C V E R 6 I 12" x 12" concre a column block filled ith concrete and (2) 91 bars v rt. tied ORC Ln II into tels above 1 I '-6" 6' 2" � I I i I 1 _0 ° 00 �°❑° 00 00 5'-41, 4'-2" 2 8" 2'-8" 3' S" 91_01, 9'-6" 34'-0" rail P w w ®. " Install windows thru buck into block with 3/14" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at iambs and 20" o.c. max. Exterior face at head and sill per product approval of wall -1 / \ Buck to be I" x 4" PT Detail at Windows I"x4" P.T. Buck nailed to block with case hardened nails prior to window attachment NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION riot L;UFY Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max Prom each corner thru Exterior face 2" x 6" PT Buck of wall cries tt8 Wood screws thru jamb into buck at each hinge and 15' o.c. max and n , t ail n t M nnr briar to door and NTS TYf=ICAL Scale : 1/2" = I'-O" 34'-n TRUCTURAL MOTES I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,600 PSF SOIL 9. BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN, 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10 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. II 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ (.XL 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12 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 TO BE SPREAD IN 12" LAYERS AND 13. MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF BUILDING CONSTRUCTION 6 TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14. ,• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. ATTENTION OF THE ARCHITECT. I6. 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR I -I. FOLAD/470N FLAN SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-14, 6 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. 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. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 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 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and I #5 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'—O" to 9'-11" and Provide (3) filled cells on each side of openings from 10'—O" and up Contractor to see plans for ang 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 Surveg to be provided to Truss Compang prior to truss construction 7. 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 .inforcing bars. G #5 bar vert. w/ 30" overlap — at each filled cell PICAL 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill IF 4 rl TYPICAL FOOTIN O—� 14"w x 14"d concrete monolithic footing with (2) #5 bars Cont. DETAIL 2" = 1`0„ 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cant. Step per foundation plan o, 10° 45 bars cant. bottom steel 12" DETAIL AT GARAGE STEPDOWN SCALE 1/2" = I' 12" x 12" concrete column block filled with concrete and (2) 41 bar& vert. tied into lintels above Top of footer 16" below finished e Verify house slab height in field Thicken edge to 8"x8" with concrete and one 45 bar continuous SCALE: 1/4" = I'-O" 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 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. 4" concrete slab with fibermesh OR 6"x4" 910/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL 111111102 #5 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL nr�SECTIONS Adjust curb height based on gar. floor 4" concrete slab with fibermesh OR slope. 6"x4" 410/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated fill 0'-0" g F.F. Al Grade 11�� III Ill��li \14"w x 14"d concrete monolithic footing with (2) 45 bars cont. 14" ARAGE CURB DETAIL SCALE 1/2" = I'-O" •. ''' i\ �� '" ^"° columf� footing ` VT 1` 1 c ` 4W with (4) 2" x L" PT wood secured with #5 boars each way 3/8"ills. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's preiduct approval 30" Garage Door Jamb Detail GAGAPIET TO NTS COLUMN FOOTING DETAIL INFOOOR BOXONSHEEDT 411..ESSURES SEE PRODUCTD SCALE 1/2" z I'-O" APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. 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 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSi See Floor Plan For Location Double Filled Cell Column NTS 20'-O" ° 00 EO ii lii: 00 00 L L_J� 4 IJ� I Filled cell under - girder above O FI 0 I I O Rear Patio/Slab �to I W be poured separate L 1�4 from the house slab. I o O Iry I� Lr Thicken footing to I 24"w x 14"d x 24"L a I under filled cell FI I EE E E ° Q E EE under girder bearing. Or — — — —— 1----- ---_J i. Rear Patio/Slab to I m ° I be flush with bottom of �U sliding door recess. I Slope 1/2" u o n v a v I unu i OI I I FI I I 1E I32'-a" ° I I H.B. concrete slab with fibermesh OR I 6 x6 410/I WWM on 6 mil Visqueen over clean compacted termite treated fill (3"- I FII o �I I � F N F- -i I o ❑ I 4 -O" FI I 4"0 Steel r W— I Ballard ®filled w/ Concrete #1 ;r o� I I ; Fit vrn C) I Q3�o iE U U =1 Ul E� I FI— a z I E L I ,! r,E OE I °,' 3 I E 10 _ E _U _ I / A EI /O ° I Ir_ n�4� / E v O E FI / I = oo U EL---_—_—_ _—_--� IFS U�o I OE O TTTTTT W a16i�U 8I I I F 4 Itu x i ' 14'-6" ,s In I o 8r 8 t Recess for F5 E — — — — E ° EE EO Garage Door 00 00 3 F O 4'- 2" 3-5, v2" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above FILE COR FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"111 X 12"D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS Q 30" x 30" x 1611D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH 1 tt5 BAR CONTINUOUS FS 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = U8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX 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 I 611 41,8d ring shank '45 psf Zone 2 4" 4" 8d ring shank % psf Zone 3 ,4 '{" 8d ring shank 84 psf ** Zone 3a 6" 6" 48 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. n Provide Cast -Crete SUS-OB/OT precast lintel set in mortar Min. 8" Bearing Provide #S bar set in pre -cast lintel into beam where length of the opening calls for it. e PT Buck ed per jamb into filled c 4" Pre -cast Sill \ Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie felled cell steel into continuous footer steel. Scale: I/2" = I'-o" 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. Verify with Plan r Install Simpson MGT into wall usingg Concrete � 12"x 12" N 5/8" dia. threaded rod set min. 12" Lintel Column Block into wet beam and (22) IOd nails into truss Rebar Reber 48 Bar Dia. Min. Overlap TRUSS BLOCKING DETAIL Column to Lintel Attachment AT GIRDER STRAPPING AT CENTER BEARING POINT NTS T/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D TcPe 2 felt paper using 8d Wads. Substrate to be 19/32 CDX Plywood nailed at V o.c. in field and edges with IOd ring shank nails into studs, Gulf Coast,Supply and MFG Sv Crimp Metal roofing FL #11151.12 24 ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Additional Precast Lintel #5 beta 1'sr:":i"::'• CLEAR `>' ': 9 9 Lintel Length Bar Length Clear Span "A" Bars "B'i Bars '-6" 2,93 none j4. 2'-10" 2'-8" 1 1 1 1 11 3'-4" 3'-C 2'-2" 2.93 none BF8-OBAT BF8-I15/IT 8F8-IB/2T 4'-0" 3'-10" 2'-8" 2,43 none Addtional 4'-6" 4'-4" 3'-2" 2A3 none #5 are �'` CLEAR , .+ me Row of "H" .i Block Above 5' 4 5'-2" 4'-0" 2,#3 none ' 4'-L" 2.44 none r x , Precast Lintel ,I ' Q 6'-6" 6'-4" S'-4" 2,44 none Additional " ' #5 bars �a____1 -O" 6'-2" 2,#5 none 8FIL-IB/IT 8112I6-I13/2T-101, �'-O" 2,#5 none NOTES: ALL reinforcing steel is grade LO. I. min. coverage of steal=1.5" 2. min. bearing required a ea. end-8" 3. standard for reinf. steel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) _j LINTEL SCHEDULE Mark Window or Doo Unit Width Lintel Size Cast -Greta Specification Rows of "H" Block Above ii " Bottom Steel Size Top Steel �+ Mex Gravlty Load (PLF) Max. Uplift Load (PLF) Max Lateral Load (PLF) L22 2'-2" V-0 8P8-OB/IT 1 85 3069 1549 1024 L31 2'-4" 4'-O" 8P8-OB/IT I as 25M 131.3 143 L45 4'-5" 5'-10" 8F8-OB/IT I as 1105 909 339 L50 5'-0" L'-L" BPS-OB/IT 1 95 1238 835 121 LLO L'-8. T-L" 8P8-OBAT I f5 1011 121 534 L80 a'-O" 9'-4" 1 BPS-IB/2T I #5 2 s5 152 591 512 L90 9'-0, 10'-6" 8P8-IB/2T I #5 2 s5 1 643 530 401 L40B 9'-0" 10'-L" 8FIL-I13/2T ONE 1 #5 2 *5 1 1533 1183 401 Woo 10'-0" II'-4" BPS-IB/2T 1 #5 2 s5 1 582 194 452 LIOOB 10'-O" II'-4" 8FI4-IB/2T ONE i #5 2 s5 131.L 1028 452 LI20 12'-O" I3'-4" 8F8-IB/2T I #5 2 s5 4ll 428 324 L120B 12'-0" 13'-4" 8FI6-8/2T ONE I #5 2 s5 lolls 110 324 LI40 14'-O" I5-4" BPIL-I113/2T ONE I #5 2 s5 1250 609 1 259 L140 IL'-O" II'-4" 8P8-IB/2T I #5 2 s5 300 192 1 194 LILOB 1 IL'-O" 1 n'-4" BPI6-I15/2T ONE I #5 2 >E5 950 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR Al-L INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 1+-0" LONG ARE TO BE PR STRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails — ( 24" o.c.) supporting Max. 18101ba. uplift Aluminum Drip _ Edge t Fascia 12" 2" x 6" Kagcan full o vent vingl soffit installed using 1/8" dia shank x 15" long gale. roofing nails with 3/8' dia, head per product approval - see chart sheet #1 12" x 12" concrete column block filled with concrete and (2) UI bars vert. tied into lintels above thicken edge to 8"x8" with concrete and one 95 bar continuous BEYOND Top of footer IL" below finished floor 12 4 �— 1/2" thick stui attached to hi framing with na no less than 1. horizontal wood into vertical w Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (21) IOd ds at each web on 3/8" hi -rib loth ntal and vertical wood r staples to provide 4" penetration into ming and 3/4" penetration framing members S/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 III IIIIII =111111II e III ,,,IIII=111� IIII-IIII=11 Poured Cor concrete 6 Poured Concret, concrete block u Concrete Manufacture chore Per Specs lax. Flush Mounted Shutter Detail Aluminum Panel Sizes per manufacturer — See Tgpcal Stud Detail 1/e" x 3/32" Wing Nut w/ appropriate washer and spacing `v per manufacturer's Details Oc3" m E x I Stud Detail Stud w/ Die Cast Zinc sTs Nickel Plated Wing Nut I/T ntS Brace Gable end with 2" x 4" SYP 42 Slit back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERF-D WOOD TRUSSES ® 24"o.c. TYPICAL ( shop drawings by manufacturer ) "\R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drywall over 1" x furring strips at 16" O.C. with R4.1 PI-foll insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. 6Mortar to be Type "Mu ones" proportioned er FBC R601.1 and Mortar joints shall comply with FBG R601.2.1. Provide Dur-O-Rock at all wet areas lex. showers, tubs etc...) F- al =a) L X OQm N Q ,i +1 to Q73 LO Q W L a 0 N el U p to u (a p O E _ OD au lq- U. u N L L r 14 M 11111 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 ( 2411 O.C.) supporting Max.nto PP g ax. (22) beam either wet set or in IOd nails into truss. Add epoxy blocking with to 1810 lbs. uplift ETA 20 truss leg per detail on this sheet � N L90 L90 LLO BI BI BI O I co L90 BI N E31 >LLO i W Q ~ ^X 12 W ^ Ao U I I U� BI CL =3 I -0 I I W I_ E S OPE _ I W N21 !ll fn Z a3 I Q N LLI n W 0 I I d r!i I BI L31 L B z. I N E Gulf Coast Supplg and MFG 5 Crimp Metal roofing FL #11651.12 Q woo screws with self sealing w4 sher at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayme t installed with min. 4' side laps and 6" end la s fastened with corrosion re stant tin ca s and with 1.25" rin shank nails eck to trusses using attachme t dotal on this sheet r_ BIEl 3IIC J� G Attic ccess Q _ with fight 1 � — — — — —� SLOPE 4 BI I I U up I I T( P ted T I 8'-0" MAX. I with„ ( T S S back of top chc I I TI I I n 1 2 2" 1 L I I p I I BI L31 I I co I BI I BI I I BI L45 2 .: W 1 0 B I Q- d L50 on hurrica anal -a ET, r 2 eac trus N — O N r BI o fn ( c.) suppo tang ax. v I810 Ibs. u 11Bqft BI BI BI LTbIO L40 LL L90B FIII cell with concrete and O O L /` (U 45 bar vert. (typicaU. f� Brace Gable end 4" SYP 4 2 min. nailed to bottom rds using (2) IOd ails ai each truss FIDE COPY Max. spacing shall not exceed 48" unless otherwise noted Wood Base see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings 4" concrete slab with fibermesh OR — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 6"xV #10/10 WWM on 6 mill Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE T,. III IIII IIII IIII IIII IIII 1j111lfflll 1llh-1�11—IIII �4aillIIII li �F3 TUbICdl SGCtIOn _ ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. TIhT IhhT — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER FI — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR 0 TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION dt FrOnt FOrCi — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION PANEL 'iA" Poles BR Load Wire Description circ# tire# Description Wire Load BR Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4S kw #Io 40 gal. water HTR 5 6 Range #6 12.0 kw 50 2 1 8 1 20 1.8 kw 1 #12 Pump 9 10 Driger #10 5.0 kw 30 2 II 12 1 20 1.5 kw *12 13 14 Dishwasher 412 1.2 kw 20 1 I 20 1.5 kw 412 Microwave is I6 Refrigerator 412 1.2 kw 20 1 1 20 1.5 kw 412 Kitchen S.A.C. 11 18 Recepts #12 20 1 I 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 1 20 10.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 IA kw #12 25 26 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts #12 20 1 1 20 412 General Lighting 29 30 Recepts #12 - 20 1 1 20 #12 General Lighting 31 32 Recepts *12 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 #12 General Lighting 35 36 Bathroom GFI #12 20 1 I 20 #12 Smoke Detectors 31 38 General Lighting 212 20 1 I 20 tt12 Bathroom GFI 39 40 General Lighting 812 20 I Spare 41 42 5 are PANEL "A" LOAD CALCULATION SHEET Load Description Qt Watts Total(Watts) General„Lighting .(3.,watts„sq. ft.) 1135 3 5,205 S.mall..A.pPllance. Circwt(s).... ........ _ .. 2 1,500 3,000 .Range......................................................... 1 12,000 12,000 Refrigerator. .. . .. . . . . . ................ . .............. 1 1,200 1,200 Microwave 1 1.500 1,500 Dish Washer 1 1,200 1,200 Clothes, Washer ............. ............. I.................... 11,200 1,200 .Clothes -Dryer ................................................ 1 5,000 5,000 Water Heater ......................................... I ............ ... ........ 1 4,500 4,500 .Water Pump ................................................... I 1,800 1,800 Garage Door Opener ........................................ I 810 810 Total Watts 31,415 First 10000 Watts 5100% 1 Remainder 21,415 040% 1 Electric Heat or A/C 10.000 946% I Calculated Load Watts Volta, Calculated Wattage Divided bg Voltage = Total Amps Panel Size • •.• • •.d M .... ... 129.03 Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch IS Egeball Recessed Exhaust Fan Ceiling Mounted Light Wall Mounted Light Light with Pull Chain (attic) L Ps Push Button Switch Duplex Outlet AA Y Special Receptacle o- ==E)Waterproof ground fault circuit ® Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector Flood Light TQ Thermostat I'= Electrical Panel Electrical Meter Ceiling fan A/C Disconnect 2 x 4 Florescent Light © Central Vac rE=� ® Smoke Detector © Television Jack JEJ Telephone Jack ncac ® I x 4 Florescent Light ® PKR Speaker Hook -Up Intercom = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. F. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFf protected. 1. Recessed cans to be installed per NFPA requirements. 8, AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RI°'f1602 10. A/C Refri Brant lines that are run thru slabs must be sleeved in PVC II, ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical contractor, the completed system shall be fullg operative. 13. Contractor shall pay for all fees, permits, testing, and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. 16. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one gear from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of aing other phase of installation that may have been damaged. H.B.4- Vent thru___ offlt MECH/4NfC,4L LAYOUT SCALE: I/4° = I'-O" 17. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 18. All Work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. 19. The electrical system shall be completely and effectively grounded as required bg the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the Job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected bg others. 23. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below 9`1" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 #2/0 Aluminum feed 1 '/2' Conduit 21, PVC (FP 2" rigid service FPL A/C disc. ISO MCB PANEL ir. coppe wire cont. rear in slab ___ Vent _tIaru Soffit ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Exhaust Duct Thru Soffit - Wire For , Front Post Light PATIO/SLAB ELECTi�IC/4L PL/4N 61_3" WPo Post Light with I Photo cell Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall Install oulet under disc. t shown for claritg FILL UU SCALE: I/-4" = 1'-011 Attic Venting Calculations FE3C 2304 Total Attic Space - 2124 sq. ft, Venting Ratio I/ISO = 14.16 sq, ft. required Provide A Continuous Vented Soffit 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 TO BE 5ET AT 2'-0: ON CENTER EXCEPT A5 NOTED MULTIPLE PLY TRUSSES MUST BE :ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. A For Truss to Truss ®R s• a 71 ust be as shown. Guide tabs schedule in engineering Dome angle nails. package. SEAT PLATES BY CHAMBERS io ii' INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 f— upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" TYPICAL END DETAIL 12 4.00 F--- 8$--1"_ 2.0012 1 upset--1/4" heel=3';5/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT V-1" END DETAIL: A �l ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers GARAGE LEFT GARAGE RIGHT FABRICATION AGREEMENT* ' CANtpTwarnaar®U"LTM#MMbW rW0=WiR8 UWW iliaru+ae. 06r9l.pov.h. w tolnru..ill!bekwWWk: . n% Row ed apesa wa a m�e In eta .maaN= Vint mr ern oww'.e m0l.n kim E! iwl-inlb w Pmddad by and Iti b a.aIr rase wain 1n » M at •R .7hlprodW 1. a . w.A.M n.t W byow days In r In etlown pV=rT below Y agset b qua �ro d Ran11s 4 f60 per InrMit lsvYbrls may to abZ by Cbaltbaa Thee. team * - pdos. bleoloe an be vWe � wW ppW � Y�inlsef of '. Ywdoe rm W made at aabalid dale"lot daMy a b;q+er aamot blllatd ln�eaa no wda IQ lad epos b Per CArroas.Tnlr IaeMlrbla I lraare a lo wrat of ptaller' net finely mad& 1-V2 %per awal agave of Caiarbm Tlw aden3V aeat far ai aslrw ale vbasAl aloe pgnrA w W due ci am ad d lidebr6lese owed b my edd ,eoelake nrtwY ad to tndre10 aQw to pr-y odd' e agngya tees, a ddsle h peynwt tr olerw be lade by aw in Ilslal%"pause apes Mtia ow "I vom W wV such scillm wR •a �' o..-N.O.ul andadMd F9mamededOddiae On ply musses must be flostened together per NVInsefbl9 before ltwy aro $et; Uqm to do so an ree dLin foot colhpge. Tempomry deli P ih "I ammV*W dad ten saw 6fs and propefgr and te the uso� of the teas stsctm Study the contents of t1w � I an delivery belb7Msaem+atbeaatand6raeedp�d84r16Polient uya , * gr. Thimm (must be eat plumb and etpnre Do notled boob lor ateck of plywood, r O&V wets W of surly . other cdosntraid bads an t=n% thb an awe Da NOT SET TRUSSES USWG THIS UT USE LAYOUT DELMMM WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Plardej Fkidda 34982.64= 800-551-5932 Fcfe Mom 772410-so 12 tole Tr%4e6-a I vwo seaeh m469-M2 Stuart ?72e4102 ` ..._� due. �uasmepe7911e4P1iY � . f he Architect's or Architect's representative's shop tlrawmg approval is NOT a "double check" of ttie 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 an structure from gravity and uplift loads and their r s ctive lonne lion .^ Approved By: aV i !— 92-0/93.2 MITEK 4.2 Date: - __. _______ DESIGN CRITERIA Bra an $ eraden A.I.A. P. County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Resisting Roofing Material Shingle or Shake 0- ®� Loading in PSF Roof R.D.L. ' Top Chord Live 20 s Top Chord Dead 7 4.2 -� I o Bottom Chord Live 10 Non -Concurrent o , c Bottom Chord Dead 10 3 : cl 00 TOTAL Load 37 7.2 w -• - 5 Duration Factor 1.25 o Wind Speed 165mph `-° Top Chord C.B. Sheeting by builder. t Bottom Chord C.B. Sheeting by builder. ~ Highest Mean Height W-ON Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 W F- Cn Q 13 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: M11323 Scale: 1 /4 =1' 72 total trusses,13 different trusses. MI 4: SAE ACAD: SAE Reviewed By -A1-C-ic/r/a' Date:04/24/12 Revised:10/07/15 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON III PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M 11323 -7 5