Loading...
HomeMy WebLinkAboutBuilding Plans26 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 underlagment installed with min. 4' side laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced L" o.c, at all laps and two staggered rows 12" o.c. in field. Attach eek 11 to traAAPA AIr14 Attfl^_hmPrlr r(P}Al r tkia "Pat 2r O.H..,,. 2r O o 5/81, thick light textured �. �. stucco on tgpical concrete block construction oar . Z;0 alao 5/8" thick x 8"w cut coral finished stucco bands LEFT ELE\/ATION SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. al' aide laps and L" end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced V o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on this sheet 5/8" thick x 8"w cut M..'. zcoral finished stucco bands rl Finish Columns with 5/8" thick cut coral finished stucco bands 5/81, thick x 811w cu coral finished stucco banc ELE\/ATION MOTES: - Overhangs at I' -II unless otherwise noted on Roof - Roof pitch at 4:12 unless otherwise noted - ,Anq changes to this plan shall be submitted to the for approval in writing prior to starting construction. - Return ALL Stucco Bands Into Window or Door. 12 SLOPE 14 Ih lief ; 5I8" thick x 8"w cut coral finished stucco bands -1 /8" thick light textured "---- tucco on tgpical concrete ,� block construction ------------------------------------------------------- - - - - -- 0'-0" = Finished Floor Finish Columns With 5/8" thick cut coral finished stucco bands RIGHT ELE\/ATION SCALE: 1/4' - 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, overhead Doors, Sliding Doors, Windows k Skylights Opening Type NNUMBEIi Product Model # Manufacturer Glass Attachment method ESmrTESiation Da6 Design Pressure of Approved Teats I,2,3 11:4Single FL# 11499.2 Hung Senea 185 Mi Windows and doors L I x llpcaru q ml Csn�tr�t�on et ran sae owner and L O.C. ttl.ree'Iter thraYgh PT Buck into wile filled CM call mamtwnmg min 2.5' edge distance m stoat adherence to the product approval . ± LO psf A 11-1108.30 Overhead Garage Door Model 824/ell 9'-4° max. width IL'-0' max height DAB note x to o .ta I -a et ) s5 bar vart. w 3/r x L' Wilt, N= slseva . e OFT. b if�¢,,�g�` e5a d y"I re"(ria' ads"`.°. m n t st LO ""` i. df (d .''w h"le t GC to wrens .dh.. to prodaot dal rends VIL' r rosin a 21 10-9-21 + 50.0/-LO.O 8f p B FL# IGL?4.1 Fiberglass Doman Pro/ Smooth Pro Jeld-Wen Eico 1/4" eke. tapcon with min 1.25' embedment at 3" max from corners and 11.5" o.c. max. thereafter in heed and jambs + 50.0 PSF C FLU 15332.2 SlidingGlass Door Series 420 MI Windows and doors . ■ cons Den a ion at max. ran each corner and ii o.a ,�;�,k row Lherea t r throug T Buck into slid filled CHU wal-mentainininn .b�" edge distance in strict adherence to the product approval.- + 48.2 PSF Product NOA/FL NUMBER Model # Manufacturer Attachment Method TEST- Expiration Date Design Pressure of Approved Tests Mullions FL# 15353.8 CM-18531 vertical mullion Mi Windows and doors For CMU use (2) 1/4" x 2 3/4" tapcons with min 1 1/4' embedment penetration into each Mull Clip. Attach mull to clip using M) #10 x 1.25" self topping screws per clip as shown in product approval. PP 9 P P P_ + 118.9 PSF Roof FLU 11451.12 5V Crimp Metal Roofing Gulf Coast Supply and manufacturing 21. ga. 5v crimp metal roaring attached to pigwood deck using #9 x 1.5' wood screws with self scaling washer at 12' o.c. max effacing over ASTM D (type 2) 30 lb Pelt underlagment metalled with min. 4 side laps and Vend laps fastened with corrosion resistant Lin ceps and with 1.25' ring shank nails r- aced Vo•c. et all late and two staggered rows 12' o.c. in field. Attach ck to trusees using attachment detal on roof plan 108.5 PSF Siding Stucco on Block Soffit FL# 12198.3 Model Soffit vented vinulKa g can Install using 2" x 2" battens at L' o.c. screwed to soffit framing using #a x 3" wood screws at each truss. Install soffit to battens using O. d x I.S. 1 rin a nails ith 3/8" dia +55.0/-35.0 PSF Hurricane Panels FI# 15016.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5" Ion SS 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 J, 2" x 4" top ptatel 1I 1/2" drywall ceiling on truss bottom cord I/2" drgivall on " x 4" studs at 16" o.c. base -board 11 II / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L xL #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts Gulf Coast Supply and MFG 5v Crimp Metal rooring FL WIL51.12 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 underlagment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails sipaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach orle to rr.immaA Iiminei Artnehmanr fiP#AI Arl this AkAlAt al.ut.t.0 uri 6!ipi6ai GVr1Gr Ci.0 �/ W 6111LN 4w4 6vi al block construction finished stucco bands REAR ELEVATION SCALE: 1/4" = 1'-O" Plan architect Gulf Coast 5upplg and MFG 5v Crimp Metal roofing FL #IIL51.12 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) ne I felt underlagment installed with min. 4' aide laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank Walla spaced V o.c. at all laps and two staggered rows 12" o.c. in freld. 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 lager of 15 lb felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 14 a 5/8" thick light textured stucco on tgpical concrete block construction FRONT ELE\/ATION z - •- 5/8" thick x 8% cut coral finished stucco bands ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential. Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocitg: I65 mph ultimate Mean Roof Height: '- " Roof Pitch: 4:12 PVX. Internal Pressure Coefficient: t O.18 SubJectabihtg to damage from: Weathering: Negligible Termites: Verg Heava Width of Roof End Zone: 3'-4" Wind Speed: I45 mph ultimate Wind Exposure Classification: C d i 1.21 x O.L = 0.12L Adjustment factor for Exposure Height: ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.IWL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-J2.L psf Roof Zone: 2. +20.L/- 1.0 paf Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width:__�'- "_ Components t Cladding Wind Pressure (NET) Waone. 4.+35.8/-38.1 psf ®= Roof Zone I Wall Zone: 5. +35.8/-41.8 pat Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3par Shear Walls Considered for Structure? Yes Continuous Load Path Provided?des ® = Roof Zone 2 Walla Zone 5 Are Components an Cladding Details Provided? Yes END ZONE Minimum Sal Bearing Pressure:2 500 psi, Presumptive: X Bg Test: psi SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGS M= Corner Zones Roof Zone 3 ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 paf FLOOR LIVE LOAD: J-5- pat FLOOR DEAD LOAD: 10 par JOB ADDRESS. FLOOR f'LAN � CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" I. Contractor to verify ALL notes and dimensions prior to high ste by 4" diameter steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. laga�3i/s bolts kal steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. 2 " 2h" S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. " �2" ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to m shall be 3,000 P.S.i. concrete and/or 4,000 P.S.L grout mix 06. Drywall at ceilings shall be leveled and attached to bottom chord T of trusses with screws per FBC R102.3.5. 0 2A 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance With the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. ,A" 12. Lowest finished floor to be set by Governing Building Department L" surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.L 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 er FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant Masonry Beam flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation I" x L" P.T. Buck nailed to block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment - ion with F.B.C. R31L see permit info box of code edit P 18. G ppsum board material shall conform to ASTM C36, C C4 C 4, C 3 C 3 `:� ..'.. .....:.:...:... C�60, C1002, C104-(,C11-1-1, C1118, C1218, C1395, or C139L and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framn9 Member Max. spacing of fasteners Nail sizin tions for g a p drywall into Spacing installation of Nails Screws Maximum wood framing members 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" lloong with 19/44" head O 0.098" diameter x 1 1/4" long /2 annular -ringed or 5d cooler nail OR 0.080" dia. x I S/8" long with Wells Either 14" 8° 161, Direction 15/L4" head OR Gypsum board nail 0.084" dia. x 1 5/8" with 9/32" head. Ceding Perpendicular 24" 1" 121, 13ga 1 5/8'011oong with 19/44" head 0.098" diameter x 1 3/8" Ion9 V1 annular -ringed or 6d cooler nail OR 0.092` dia. xx 1 1/8" Ion with g Walls Either 1, IL 8" n IL Direction I/4" head OR Ggpsum board nail 0-0915" dia. x 11/8" with 19/64" head. Install SGD thru buck into block with 3/I4" tap -con with 1 1/2" penetration at 0 o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/14" tap -con with 1 1/2" penetration at 6" c.c. max, from each corner and 20" o.c. max thereafter at sill per product apiI 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 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1178 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics Shall have a flame spread index not to exceed 25 with an accompanyin smoke developed index not to exceed 450 when tested in accordance w1t+i ,4STM E 84. Insulation shall comply with F.B.C. R31L. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 ga. Sv 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 end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L' O.C. at all laps andtwo staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet \ Simpson HETA 20 or equal hurricane anchor at each trues 12 with (1ne lod x I I/2" nails PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 18101bs uplift at 24"o.c. TYPICAL (shop drawings bg manufacturer) Aluminum Drip -� R-30 blown fiberglass Edge t Fascia in bottom chord of trusses 1/2" drywall with smooth finish 2"° x L" Sub -Fascia Two rows of beam block filled with concrete and (l) #5 bar cont. in each row. Substitute Kaycan full o vent vin4l soffit metalled precast lintel filled with concrete and (U #5 bar cont. for bottom row using 1/8' dia shank x 1.5' long gals. over openings roofing nails with 3/8' dra. head per product approval - see chart sheet #1 1/2" dryywall over i" x furringg strips a{ IL" o.c. with R4.1 r_Foil Insulation on typical 8" 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 pertaining ASTM codes. block construction m Mortar to be Type "M" onlg proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...7 #5 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell (l) #5 bar vert. (typical). Max. spacing shall not exceed wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR L"xL" #10/10 WWM on 6 mil Vis ueen over clean compacted termite treated fill Grade � IIII- 1-�111=IIII _ III IIIIIIII I I - II=11 -1111 11 1 I, III _ 14" x 14' Concrete footing (2) with #5 bars cont. and #5 TYPICALSECTION transverse bars at 48' o.c. Scale : 1/2" = 1'-0" N.T.S. AREA CALCULATIONS Living A/C = I44L Sq_ ft. Front Porch = 1,41 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 21' VTR JIL Ma ter Bath Lavka W.C. r spu. W.C. Sher. C.O. o Septic PLUMBING RISER I" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment \ fixed door sliding door al \ Masonry wall; I/2" - rr Bottom Track 111-�-Tllpical Flooring Bill Install SGD thru buck into block with 3/16" tap -con with S I I d 1 n g D o o r D e t a i l I from penetration at ." max. from each corner and 20." o.c- max thereafter at Jambs per product approval Jamb A+ Mannv,r,i Illall NTS Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5%a"x 5'-3%a" 54%e"x 43%4" Single Hung ZONE 4 2. 111 V-3 %" 15" x 43 %;' Single Hung ZONE 4 3. '-2" x V-2 1/2" 1 21 kz'x 38 V Single Hung ZONE 4 4. 4'-S%"x 4'-2%a° I 54%1"x 54%" 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 manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X 7'-0" 108" x 84' Overhead Garage Door ZONE 4 B 3'-O" X 11 41 %4"x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-O" X C-8" 14" x 81 %s" d K;;ton Sliding Glass Door ZONE 4 D 2'-0" X 4'-8" Solid Core - Wood - 6-Panel-BrFold Finished 24" x 811/2' E 2'-4" X C-8" Solid Core - Wood - 6-Panel F V-O" X 4'-8" Solid Core - Wood - L-Panel - Bi-Fold G 2'-8" x 6'-8" x I %;' Solid Core Wood, Steel, or Masonite Door H 2'-8" X C-8" Solid Core - Wood - 4-Panel U X-C X III Solid Core - Wood - 4-Panel - Bi-Fold K 2'-8" X C-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction 2 In 34' On 9'-611 12" x 12" Concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Covered Porch 8'-0" to 9'-I " A.P.F. Vaulted Calling GAR AT R OM I 119'-8" i N I I 8'-0" to T-8" A.F.f.gL 2" x 6' knee -wall Vaulted Ceiling I below counter top DINING I ROOM I � s a� I i Vanity to be I i� 34 Y,"high 1 11'-0 a/4 9%4" (41"W) o High all I - N - - Uver-rung 0 w `o 71 11 I Yy-�ATH Rod t Shelf N O N n O m > 3� I _ O IQq .w u F,'�� () E n6'- u 880" A.F.F. OL Flat Ceiling a SECOND ° M BEDROOM E ERGE ry GRE° EGRESS 12'-8" [V m MASTER BEDROOM 8'-0" A.F.F. idl Flat Ceding \-I`V C Rod Shelf Vanity to 34 Y2"high- S I I i L i � SET r Rod f Shelf KITCHFEE N 8'-0" A.F.F. ro I BATI Flat Ceiling 14r 10'-51, Upper cabinets to extend over Ref. TIZ) � Ulm n F10 BetJ'4 Steel Ballard -.41 detail on this sheet2Y x 54"Attic Access Provide auto mth light 1 closer150 mp Panel U EGRESS °oM o " T O O O COVER D O 12' x 12" contra a column block filled I jith concrete and (2) #1 bars vert. tied FORCH into lintels above if k, I O (V o e 3 Install windows thru buck into block with 3110 tap -con with 1 1/2" penetration at 6" c.c. max. from each corner and 20.' o.c. max thereafter at jambs and 20" o.c. max. Exterior face at head and will per product approval of wall ---\ / \ Buck to be I" x 4" PT GARAGE 8'-4" A.F.F.k O Flat Ceding O N r----------------- i Block wall in garage to be struck block I I I I I I I I ® I I I °° ° Exterior face 1Ou N= LL H-B. rs Vent Qrger 'throuchl wall A./C �r Meter Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2" x 6" PT Buck 0 I N I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #e _ Woad screws thru jamb into buck lock with case hardened nails ON ALL JAMB, HEADER, AND at each hinge and 15" o.c. max and D e t a I l at W i n d oW S prior to window attachment SILL BLOCK PRIOR TO BUCK D e t ail at Door prior to door attachment INSTALLATION NTS NTS Braden It Braden ,AIA, FA Wonne Building Corp. MODEL: Date Drawn Revlslons Sheet Architects - Planners 9-4-19 411 S.E. Coconut Avenue GARAGE Drawn by: Tel : (112) 281-8258 The G r a n d Carlton RIGHT c.C.U. 2. Fax (112) 281-8283 E-mail: brad enaia*comcast. net Spanish Lakes Checked by: Stuart. FL 34991. #AAC000032 St. Lucie County Florida D.R.B. OF 5 Comm # 12-2-1 %J I I�Ui,� I 1.1I\1`'tb_ IXl/ 1 L___%J I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN, 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 96% OF ITS MODIFIED DRY PROCTOR VALUE. 4- GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 1• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUND/470N FLAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9• DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 4-1 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. II. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12• MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MiNIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI 15. ALL STANDARD LUMBER SHALL BE SYP WiTH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. IL. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and I #5 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings up to 5'—II" wide. Provide (2) filled cells on each side of openings from b'—O" to 9'-11" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24' o.c. unless otherwise noted (see section) b. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to -construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. `l. 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 SEE TYPICAL 9 SCALE: 114" = 1'-0" 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 1s 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 ac(wordance with the rules and laws established bg the F101`165 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. ECTIONS with concrete and 4" concrete slab with fibermesh OR at each filled cell one #5 bar continuous Vx6" 410/10 WWM on Io mil Visqueen over \ clean compacted termite treated fill 4" concrete slab with fibermesh OR GRADE\ / 4"x4" #10/10 WWM on 10 mil Visqueen over clean compac Grade ted termite treated PIII 14"w x 14"d concrete monolithic footing with (2) 45 bars cunt. 14" l TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 60, x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cunt. Step per foundation plan , : 10" (2) #5 bars cunt. bottom steel 12" DETAIL AT GARAGE STEPDOWN 1 SCALE 1/2" = I'-O" 12' x 12' concrete column block idled with concrete and (2) #1 bars Vert. tied into lintels above Top of tooter IG" below finished floe 30" COLUMN FOOTIN( Verify house slab height in field )ETAIL SCALE 30"x30"xl6" concrete column footing with (4) #5 bars each way 1/2" = v- h"4 PORCH SLAB EDGE DETAIL SCALE 1/2" #5 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. 45 bar in curb \ GARA 4" concrete slab with fibermesh OR OxL" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill r �—IIII—III —IIII— 14" 14% x footing 14"d with concrete monolithic (2) #5 bars cont. URB DETAIL SCALE I 2" x 6" PT wood secured with 3/8"dia. x 6" anchor bolt at IS" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS PERMIT INFO BOX ON SHEET W. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 1*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 Braden it Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax (112) 281-8283 CB E-mail: bradenaiascomcast.net 9 r•—— — — — — — i PATIO/SLAB r°° -- —L — — — O--- L I Q ® �_ J F cli ---=y- FI 1 1 ©Filled cell under - girder above O I FI I Rear Patio/Slab A 1® u1 to be poured separate L 1 from the house slab. I � ° r I� I Thicken footing to 24"w x 14'd x 24"L OO 1 under filled cell — O — D — _ E1—� under girder bearing. Rear Patio/Slab to ° i I be flush with bottom of sliding door recess. 1 Slope 1/2" -�I I °il I FI �I a W a4U � a` �LL I I H.B. ° 1 4" concrete slab with fibermesh OR 6"x6" #10/I WWM on 6 mil Visqueen over ° I clean compacted termite treated fill � I I FII o I I I CM 0 I FI O © _ ILI� f IQ 1 rH-------- 1 FI i W—,� I 4"0 Steel Ballard I A#IC O Lu I I efilled w/ Concrete <r I p �Ia101 � U� v� I ao v a s I I 4J ur a p- � o l FI_ I I E� —_ I E I L N m�3 IlO nr� I go r- I o / / ° ° I a; F `u O� I ° oL------_ I� "moo eO = I CO U o LU w I� IT O U I° x I I � I F Imo— N LJ r ® �L---- Recess for —�� -------- --- Garage Door "O "O ,� t— CJ 0 b' II'-6" 6'-2" 3'-5" 9'-0" 2" x 12" concrete column block filled with concrete and (2) 91 bars Vert. tied into lintels above Wynne Building Corp. The Grand Carltc Spanish Lakes St. Lucie County Florida FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 9 120W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"h W Wit x 14"D Curb at Garage MONOLITHIC FOOTING WiTH 2 #5 BARS CONTINUOUS - CURB a 0'-0" MODEL: Date Drawn 9-4-19 GARAGE Drawn raven RIGHT by: C.C.U. Checked by: D.R.B. Revisions Sheet Comm tt 3, 12-21 OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = Old ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws bagdon on pressure for roof stated in permit info box on t�ese pans for zone 3 Ke Area Ede Field Fastener Press re Zone 1 41, 8d ring shank 45 psf Zone 2 i" (e" 8d ring shank 14 psf Zone 3 14" .{" 8d ring shank 84 psf ** Zone 3a 6" L11 #8 wood screw 112.5 psf ** Use nails or screws based on pres ure for roof stated in permit info box on these plans Tor 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 SUS-OB/OT precast lintel act in mortar Min. 8" Bearing Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. — --- is a C ; Ile, J Provide PT Buck 1 I.;.y attached per jamb t:i:,.;;1 • details into filled eel - 4" Pre -cast Sill "`--Poured Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tic filled call steel into continuous footer steel. SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of trues with IOd x 1.5 nals at 4" o.c. Verify with Plan \N Install SFmpson MGT into wall using Concrete 12"x 12" 5/8" die. threaded rod set min. 12" / Lintel Column Hlock into wet beam and (22) IOd Wade Into truss -'X#1 Rebar Rebar 1,48 Bar Dia. Mln. Overlap Column to Lintel Attachment NTS TRUSS BLOCKING DETAIL AT GIRDER STRAPPING,( AT CENTER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/37" COX Plywood nailed at L" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MPG 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 underlagment installed with min. 4' side laps and 6' end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two staggered rows 12 o.c. in field. Attach deck to trusses using attachment detail on this sheet \` Additional Precast Lintel #5 bars '''.'!<�„ .� ff,'w;�: ..;+''•� CLEAR Lintel Length Bar Length ClearB Span "A" Bars ii it Bars 2'-10" 2'-8" I'-6" 2,#3 none 3'_C 3'-4" 2'-2" 2 #3 none 811118-09/I7 111111 /1T Slool /2T Additional 4'-0" 3'-10" 2'-8" 2,#3 none - #5 bare CLEA ;.�•; . 77 4'-6" 4'-4" 3'-2" 2,#3 none no Row of 'H" S: Black Above ':, 5'-2" 4'-0" 2,#3 none 4'-6" 2,#4 none Precast Lintel 6'-6" 6'-4" 5'-4" 2#4 none t :�...i.},% f i •': Additional f #5 bars 4y 6'-2" 2,#5 none Sli'l B/IT BFiL-IB/2T 8'-4" 1'-10" 1'-O" 2,45 none NOTES: ALL reinforcing steel is grade it I. min. coverage or steel=1.5" 2. min. bearing required a ea. end=s" 3. standard for reinf. steel-ASTM A4I5 TYPICAL LiNTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door Unit WidthSize Lintel Cast -Crete S ecificatian Roma of "H" Block Above " " Bottom steel slums Top Top size Max Gravity Load (PLF) Max Uplift Load (PLF) Max Lateral Load (PLF) L22 2'-2" V-L" 8P8-OBAT 1 #5 3OL9 150 1024 L31 X-C 4'-O" are-OBAT 1 #5 25LI 130 1L3 L45 4'-5' S'-10' BF8-OB/IT 1 #5 1105 1 909 339 L50 ll L'-0 are-OBAT 1 #5 1238 1 836 121 LLO 41-8" T-L" 811118-OBAT 1 #5 1011 1 121 534 L80 V-O" 9'-4" BF8-IB/2T 1 #5 1 2 #5 152 Sail 512 L90 9'-0" 10'-6" 8F6-IB/2T 1 05 2 #5 643 530 401 L90B 9'-0' 10'-L" 11FIL-iB/2T ONE 1 #5 2 #5 1533 1183 401 1_100 10'-O" ll'-4" BPS-8/21r 1 #5 2 #5 682 494 462 LIOOB 10'-O" ll'-4" BFIL-IB/2T ONE 1 #5 2 #5 13L6 1028 452 LI20 12'-0" 13'-4" BPS-IB/2T 1 #5 2 #5 411 429 324 L120B 12'-O" 13'-4" eFI6-I15/2T ONE 1 #5 2 #5 1015 110 324 1_I40 14'-0" 15'-4" 81111I6-0/2T ONE 1 #5 2 #5 1250 L09 259 L140 IL'-O" IT-4" BF8-IB/2T 1 #5 2 #5 300 192 194 LILOB IL'-O" 11'-4' 1 BFI6-IB/2T ONE 1 #5 2 #5 950 1 Soo 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRE5TRE55ED. I Simpson HETA 20 or equal 4 hurricane anchor at each truss with (10) IOd x 1 1/2" nails ! 24" o.c.) supporting Max. 1810lbs. uplift Aluminum Drip . Edge t Fascia latl 12" fro 2" x 6" Sub-leascial ha Kaycan full o vent vinyl adlit installed using 1/8 die shank x 15" long gals. roofing nails with 3/8' dia. head per product approval - sea chart sheet #1 12' x 12" concrete column block filled with concrete and (2) #1 bars vert. tie into lintels above thicken edge to 8"x6" with concrete and one 45 bar continuous BEYOND Top of footer IL" below Finished Floor Aluminum Drip Edge t Fascia Flash and Counter ' flash Nail ledger to gable and truss with (2) IOd ils at each web hi -rib lath vertical so 3/4' penetration 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 w a Slope per foundation plan C crete Anchors Per Ma uracturers Specs Poured Concrete or 4 / / concrete block wall �I/4'Max a Aluminum Panel Sizes per manufacturer See Tuwcal Stud Deta,l ' a 7/8' . 3/37" Wing Nut w/ i appropriate washer and spacing i per d« ve`ago manufaturer +',+' Detail. 1 Lw oas•o I Q m i � m I i = I I i I I I I le7i• I Stud Detall Poured Concrete or I NTa concrete block wall \ I Stud w/ Die Cast Zinc i Nickel Plated Wing Nut Concrete Anchor, f Manufacturers Specs Flush Mounted Shutter Detail nts Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss RE -ENGINEERED WOOD TRUSSES ® 24"o.c. TYPICAL ( shop drawings by manufacturer ) N A H X LLJ tv N ql Q4J La a LL = s a U/ U N to U N r Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8" die. threaded rod with min 12" embedment ( 24" o.c.) supporting Max. into (22) beam either IOd nails wet set or In into truss. Add epoxy with blocking to 1810 lbs. udlift ETA 20 truss leg per detail on this sheet in to x 4 a7 y) s Ofa N < 4J o a CL a �_ to N L) r o E: a p� O Eq_ 00 Q t t/ C Brace Gable end with 2" x 4" SYP #2 min. - Oft back nailed to bottom of top chords using (2) IOd nails at each truss o a0 N U u A N w N All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. ETA 2O W Mortar to be Type "M" oilt� proportionedper FBC R601.1 and Mortar joints shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...NQ Fill cell with concrete and 0 O F F L % (D #5 bar vert. (typicaD. A N Max. spacing shall not exceed ood Sege Foundation' unless othnote Wfor Base spacing at openings —OVERHANGS AT ]'—Oil UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with Plbermesh OR - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 6•x6" #lo/lo wwM on 6 mil Vlaqueen over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated Fill - 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 IIII IIII IIII— I , I111- TRUSS MANUFACTURER IIII=IIII Ilia- FI — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR 14" TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION Section at Front Porch — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE �,ala . I/�" = r-n" FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION yR-30 blown fiberglass in bottom chord of trusses -1/2' 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 (U #5 at Cont. for bottom row over openings 1/2" dryywall over I" x furringg strips of 16" o.c. with R , fl-foil -insulation on tg pical 8" Block walls 1- INDO®R= i WAA NA lux e