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HomeMy WebLinkAboutBUILDING PLANrolm 121, zb ga. by crimp meti wood screws with self (tgpe 2) 30 lb felt laps fastened with co spaced 6 o.c. at all deck to trusses usina ichdd to plywood deck using #9 x 1.5" r at 12" o.c. max spacing over ASTM D installed with min. 4 side laps and L" end int tin caps and with 1.25" ring shank nails staggered rows 12" o.c. in field. Attach Ietel m thm sheet 5/8" thick x 8"w cL coral finished stucco Banc coral i misnea sr.ucco Danes b/tv trucK cut coral finished stucco bands LEFT ELEVATION SCALE: 1/4' - 1'-0' Gulf Coast Supplg and MFG 5v Crimp Metal rooting 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 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 =L= \ /,ATiOKI KIOT= Gulf Coast Supplg and MPG 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" ox. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails Taced V o.c. at all lad�is and two staggered rows 12" o.c. in field. Attach _L •- "...---- ..-.-_ .i"._L..-wM d-!.l win il....i.-�t i6NX.LV Uri t.9piGOi 6Vric-rut a . f V Y,NY YWl ul block construction finished stucco bands REAR ELEVATION Overhangs at 1'-0" unless otherwise noted on Roof Flan 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. 12 SLOPE 14 5/8" thick x 8"w cut 2" '.; oral finished stucco bands H. 3 5/8" thick x 8"w cut �5/e" thick light textured coral finished stucco bands tucco on typical 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' 2" x 4" top plate I ' 1/2" drywall ceding on truss bottom cord I/2" drywall on 2" x 4" studs at IV o.c. base —board 11 11 / 2' x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR Vx6" $10/10 WWM on 6 mil Viaqueen over clean compacted termite treated fill interior Non —Bearing Partition 5 SCALE: 114' - 1'-0' Gulf Coast Supplg and MPG 5v Crimp Metal roofing FL #11651.12 24 ga. 5v crimp metal rooting attached to plywood lack using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt 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 6" o.c. at all laps and two staggered rows 12" ox, 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 lager of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plywood nailed at V o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 14 8'-I" 2„ 12„ ®®®® 5/8" thick x 8"w cut Q .El El coral finished stucco bands 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATiON SCANNED BY St. Lude County FILE COPY —0'-4" A.F.F. 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) l Florida Balding Code Residential: ith Edition and ASCE 1-10 tar Wind Loading Building Design m:- Enclosed Risk Category: II Wind Velocity: 165 mph ultimate Mean Rod Height: 1I'-0" Root Pitch: 4:12 l € Internal Pressure oe icient: to —in Subjectabihty to damage from: Weathering: Negligible Termites: Vera Heava Width of Rod End Zone: V-4' Wind Speed: IL5 mph ultimate Wind Exposure Classification. C 1.21 x O.i - 0.12i Adjustment factor for Exposure Height: AR deal Load Combination. ASCE 1-10 Section 2.4 DL+LL; DL+O.iWL; O.LDL+OAWL Components t Cladding Wind Pressure (NET) Rod Zone. I. +20.6/-32A pat RoZZ�e3+p680!1O d Components t Cladding Wall End Zone Width: 3'-4' t ZoneI Components Cladding Wind Pressure (NET) Wall Zone: 4. +�6.8/-38.1 pat Wall Zone: S. + 5.8/-41.8 W � aft Components ! Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3pal Shear Walls Considered for Structure? yes - Rod Zone 2 Continuous Load Path Provided? Yes Ways Zone 6 Are Components an Cladding Deters Provided? Yes END ZONE Minimum Sal Bearing Pressure: . Presumptive: X B Test: psi - Corner Zones SEE RODUCT APPROVAL FOR IMPA T PRO E TION F R OP£ IN S Rod Zone 3 ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 paf FLOOR LIVE LOAD: _A5_ gq FLOOR DEAD LOAD:J9-- pat JOB ADDRESS: (, �QNp,_ FLOOR PLAN TYPICAL NOTES: SCALE 1/4" = 1'-0 " I. Contractor to verify ALL notes and dimensions prior to proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 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. 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, cont. t►e beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drgwall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R-102.3.5. -1. ALL wood in contact with concrete shall be pressure treated. 8, ALL wall dimensions are nominal and not finished Wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibilitg requirements. 12. Lowest finished floor to be set bg Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14, Door between garage and residence shall be i-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 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 11. All exposed attic insulation materials installed on attic floors shall have a critical radix flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall complg with F.B.C. R314 - see permit info box of code edition 18. Gyyppsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C960, C1002, C1041,C11-1-1, C1178, C12-18, C13`�5, or C1396 and shall be installed according to the following: (FBC R'102.3.5) radian Drywall Thickness Location Orientation Framing Member Max s ecin of fasteners Nail stung options for drywall into Spacing installation or Maximum Nails Screws wood framing members 2' x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head 0.048" diameter x 1 1/4" ionflfl annular -ringed or 5d cooler nml 0.080' dmaRx 1 5/8' long with Walls Either 16" 8" IL" Direction 15/64" head OR Ggpsum board nail 0.086" die. x 15/8" with 9/32' head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8' long with 19/64" head 0.098" diameter x 1 3/8" long annular -ringed or (ad coder nail / Walls Either IL" e" I6" 0.092' diaoxR 1 1/8" long with Direction 1/4" head OR Gypsum board nail 0.01115" die. x 1 1/8" with 19/L4" head. 0 2 h" 2 %s" 6" RASH POST DETAIL N.T.S. 3C high by 4" diameter steel crash post. Floor Flange with 4 - 3/8" expansion bolts into slab (3/8"t 50 ksi steel plate) 6" "3/8" 0 FBC R302.9.1 per FBC R302.9.2 I' x L" P.T. Buck nailed to Masonry Beam block with case hardened malls / prior to door attachments Install SGD thru buck into block with 3/I6" tap -con with _~ 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Head fixed door Use 3/I1." tap -con with sliding door 1 1/2" penetration at L" o.c. max. from each corner and 20" o.c. max thereafter at sill per product a 19, ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A13-1.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR CIl-18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke E developed index not to exceed 4,A SIC50 when tested in accordance with Insulation shall complg with F.B.C. R316. Grade Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal rooting attached to plywood dock using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tope 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 ?aced L" o.c. at all laps and two sta gered rows 12' o.c. in field. Attach dpeck to trusses using attachment detail on this sheet Simpson HETA 2at0 or equal lath �161 4odh x l APnai� 12 PRE-aN24""o ( 24" o.c.) supporting Max 4 c. TYPICALTRUSSES 1810lba upldt (shop drawings by manufacturer) Aluminum Drip R-30 blown fiberglass Edge t Fascia in bottom chord or trusses 1/2" drgwall with smooth finish 2' x L" Sub -Fascia Two rows or beam block filled with concrete end ll) #5 bar tacit. in each row. Substitute Kagcen full o vent vmgl soffit installed 1/8" dia 1.5' long tar lintel filled with concrete and (1) #5 bar cont. for bottom row over openings using shank x gale. roo�eig nail@ with 3/8' die. head per product approval - we chart sheet el 1/2" drywall over In x furring R4.1 strips at IL' o.c, with i-roil -insulation on topical 8" Block walls 5/8" thick light textured All drgwall to be installed per FBC R102.3.1 stucco on topical concrete Tand shall meet all pertaining ASTM codes. "M" block construction ro Mortar to be Type only proportioned per FBC RLOi.I FBC R401.2.1. and Mortar fonts shall comply with Provide Dur-O-Rock at all wet areas (ex showers, tubs etc...> #5 bar vart. w/ 30" overlap Fill cell with concrete and at each filled cell (U #5 bar vert. (topical). Max spacing shall not exceed Wood 48" unless otherwise noted see foundation plan notes for Base spacing at openings 4" concrete slab with fibermesh OR L"xL" #10/10 WWM on L mil Vlsqueen over clean compacted termite treated fill •II IIII-III 1`...:` V:+ :'. i I I I I I I it III=777 =IIIIIIII l � i i Thl-IIII IIII -III - � " 14 th (2) #5 be s conte t nting and #5 TYPICALSECT f O N transverse bars at 48" o.c. Scale : 1/2" = 1'-0" AREA CALCULATIONS Living A/C = 1444 Sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq" ft, Garage = 321 sq. fte Total Under Roof= 2108 sq" ft. Total Cubic Ft = 11,548 2' VTR I I I I 2► VTR Master�� J;L Bath I I ILev". I 2' I Lev. I 4" I 2' VTR I a I 1 I 2" s. ah@r. Kit. Book I I Kitchen 2' I I I a" Lev. W.G. Bath #2, a• C.O. To Septic PLUMBING RISER I" x L" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall Bottom Traci Typical Flooring Sill Install SGD thru buck into block with 3/14' tap -con with Sliding D oor Detail i I/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at ,Iambs per product approval Jamb At Masonrg Wall NTS Window Schedule Mark Size Rou h O en. Window Descri tion PRESSURE ZONE I. 4'-5%"x V-3 va" 54%"x 63%4" Single Hung ZONE 4 2. i'-2V'x 5'-3 fie" 15' x L3 i," Single Hung ZONE 4 3. '-2' x '-2 1/2' 1 21i2'x 30 5,, Single Hung ZONE 4 4. 4'-5V`x 4'-2�a" 1 54i."x 54V' 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 bg contractor With manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X 1'-0" 108' x 84" Overhead Garage Door ZONE 4 B 3'-0' X 1111'-8' 41'/4°x 83%4" Fiberglass Panel - Inswing ZONE 4 C 6'-0' X V-8' 14' x 81 Sliding Glass Door ZONE 4 D 2'-O" X V-8" Solid Core - Wood - L-Panel -Bi-Fold Finished 24' x 81 E 2'-L' X L'-8' Solid Core - Wood - to -Panel F 5'-0' X V-8' Solid Core - Wood - 6-Panel - Si -Fold G X-e" x C-8" x 1)4" Solid Core Wood" Steel" or Masonite Door H 2'-8" X V-8' Solid Core - Wood - i-Penal J 2'-6' X 6'-8' Solid Core - Wood - L-Panel - Br -Fold K 17-8. X L'-8' Solid Core - Wood - L-Panel - Br -Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 1*1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I All rough opening dimensions to be verified bg contractor with manufacturers specs prior t0 construction 2" 2. ° ° ° EGRESS 12" x 12' Concrete column block Pilled with concrete and �i (2) #1 bars vert. tied into lintels above ° Covered Porch 12'-8" E O n °° bt MASTER " BEDROOM a' -a° to 9'-I A.F.F. 'n Vaulted eiling 8'-0" A.F.F. OL Flat Ceiling G R AT R OM I ° I 119'-e" Rod "Shelf E Vanity 4 Y,yhto e ° �r g � nin a I ° I L SET r 8'-0" to 9'-8" A F 2' x V knee -wall below top � ( O O �� Vaulted Ceiling counter I aL 1 rr DINING I 1 ROOM D \F 8° _ - -E Rod Shelf Q - G Vanity to be I i ° B A T 34 Y2 ' high I III -O s/4 9 i4" (416) o I I-] High Walt K�I - T C H E N m OD � - - Uverriang - o 8'-0" A.F F I Flat CedingH. .E iul U 4'-I" 1O'-5"10 to extendcovaris ef. ATH l n I _ _ � ® v O O Rod t Shelf -Il baea •} q steel Ballard " detail on this as F st xua C4 AtAtticA s Provide auto I fight j closer _sitA Q Q L _ A.F.F. �_ 2„ -a V c _ Flat Ceiling i u a n'-G°Ln 15 p JCL u Panel SECOND °Z N BEDROOM ErRG SEN Y I GARAGE ' T V-4" A.F.F. O E E Flat Ceding 0 iv EGRESS r-----------------� ° ° Block wall in - I E m I garage to be I struck block i O I I C VER D " 0 12" x 12" contra a column block filled I I p ith concrete and (2) #1 bars v rt. tied ORCi4I 14'-G I into lintels above s G" II'-G" G' 2" I ® I 51-4" 4'-2" 2'-8„ 2,_8„ 3,_5„ q,-O„ T-G" 3'-4" 5'-4" 15'-10" 34'-0" Install wiridws thru buck into block with 3/10 tap -con with 1 1/2' penetration at V 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 ---\ / \ Buck to be I" x 4" PT Exterior face g� �w 4� �iL filler, 4'-O" A/C o -v- eter Attach buck to block wall with 1/4" die. Elco cone screws with min. 1 1/4' penetration at 12' o.c. max and 4" max from each corner thru 2" x 0 PT Buck It- I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #e Wood screws thru iamb into buck lock with case hardened nails ON ALL JAMB, HEADER, AND at each hinge and 15' o.c. max and Detail at W i n d OW S prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment INSTALLATION NTS NTS Braden t Braden AIA, PA Wunne Building Corp. Date Drawn 5 Revisions : Sheet Architects - Planners 5-23-18 5-23-18 Smoke detector revision S.E. Coconut Avenue The Grand Carlton GARAGE RIGHT Drawn by: 2, Tel el (112) 281-8258 C.C.U. S ankh Lakes St. Lucie County Florida Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Chocked bg: At_uwrt_ PL '4444L sdannnnn'A2 D.R.B. OF 5 Comm # 12-21 B .) 1 1�UI Ul`f�L ix _/ I >=0: 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/ 4 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/ 4X4 10/10 WELDED WIRE MESH REINFORCING ON 4 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 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 FOuACATION 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 fDL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-14, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. 11. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRiOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 14. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. GI85 RATING. 1. 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 Termite Protection for New notation and dimensions before starting construction. Construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in Writing for revision Sod treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all 4. Verify all recess thickness at showers, tile, etc.... excavation, backfilhng and compaction is complete. 5. Contractor to provide filled cell With concrete and 1 45 bar vert. at 48" If sod area is disturbed after initial chemical soil treatment o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" Wide. area shall be re -treated with a chemical soil treatment Provide (2) filled cells on each side of openings from 6 -O" to 9'-Il" including spaces boxed or framed. and Provide (3) filled cells on each side of openings from 10'-0" and up Treatment must be in accordance with the rules and laws Contractor to see plans for any other condition used. Foundation walls established by the Florida Department of Agriculture and shall have filled cells at 24" o.c. unless otherwise noted (see section) consumer services. 6. Contractor to provide for Form Board Survey - Form Board Survey Protective sleeves around metallic piping penetrating to be provided to Truss Company prior to truss construction concrete slab on grade floors shall not be of cellulose 1. Contractor to provide for soli test prior to construction and provide containing materials and shall receive application of a copy of soil test to architect for review prior to construction termicide in annular space between sleeve and pipe. 8. ALL Reinforcing steel shall be grade b0, meeting ASTM A -IL and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ 30" overlap — at each filled cell 4' concrete slab with fibermesh OR L"xL" #10/10 WWM on 10 and Visqueen over clean compacted termite treated III[ Pam 114"w x 14'd concrete monolithic footI g with (2) #5 bars cont. 14" I TYPICAL FOOTING DETAIL 4" concrete slab with fibermesh OR CxC #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per _"_.__J_ -.- ...__- 12, x 124 concrete column block filled with concrete and (2) #9 bars vert. tied Into lintels above Top of looter IP below finished floor SCALE 1/2" = I'-O" Verify} house slab height in field r 30 LUMN FOOTING DET 30"x30"xl4" concrete column footing with (4) #5 bars each way = I'-O" Thicken edge to 8"x8" with concrete and 4" concrete slab with fibermesh OR _ one #5 bar continuous VxV' #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill to ° V o GRADE U. v Q no ' 11 I I I nl ICI I1 I I I1 SLAB EDGE DIET #5 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL ECTIONS Adjust curb height based on gar, floor 4" concrete slab with fibermesh OR slope. Vx4' $10/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted/termite treated fill n_n s Gi= J1 III —I 14% x 14"d concrete monolithic footing with (2) 45 bars cunt. 14" GARAGE CURB DETAIL \ sFai F v2" = r-F" 2' x 4" IT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED �-rs IN PERMIT INFO BOX ON SHEET #l. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSi See Floor Plan For Location --ar I E a Single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location ouble Filled Cell Column NTS it Braden AI A, PA Architects - Planners OBBraden 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail. bradenaiascomcast.net 34'-O" _ / r1 11 1 10'-0" ' J.° ° L ° t---� — L ° ---® — Or — — — -y =�_°—_ lIJJ®Filled cell under 1 Q O I FI 1 I girder above I I FI 1 I = Rear Patio/Slab 4" I 1�4 LU l to be poured separate L , from the house slab. 1 I ci O r 1 I 24"Iw xe1F4"do x 24"L a 0 I ° under filled cell Fi 1 ° ° J under girder bearing. 1 I r----- ---- — -- FI � Rear Patio/Slab to I be flush with bottom of I ° sliding door recess. -{ I Slope 1/2" 1 " I of 1 I FI 1 of ° I 1 ° I 4" concrete slab with fibermesh OR 1 0x4" 410/I WWM on 4 mil Visqueen over I clean compacted termite treated fill 1 j FI 1 °I 1 p 1 I ° .B. o 1 °I r 4`0 Steel Baird 1 efilled w/ Concrete u I F ° I 1�3:i�l 1 �=°p I J I I I 19 I o f I I N E I FI I e I _ � �v ° ° ° ° w 3 "I good;; o11111 11_ ° I L------ 1�5 N U;;z9LP 1 °-i-i--- i - i - -- ° = c0 4 w p x %n r I r ® O t — — — — Recess for _ °°--------- — OD OOi9arage 15o3r 0, L- 6' a II'-6" © 4'-2" 2" x 12' concrete column block Pilled with concrete and (2) #1 bars vert. tied into lintels above Wynne Building Corp. The Grand C_ Spanish Lakes St. Lucie County Florida Ito ; u 'nu_ 0 i n 4'-0" A/C FOOTING SCHEDULE Hark Sire Descriiiiiiien I 14"W x 14'0 MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x 14"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x e"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ®14'W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0' Date Drawn Revisions : Sheet 5-23-18 5-23-16 Smoke detector revision Comm # GARAGE R G TC.Drawn 3 " 12 — 2 -1 C.U.. Checked bg: D.R.B. 0F 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size as 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX PI wood 4. Use nails or acrews based on pressp re for rooir stated in permit Info box on these plans for zone 3 KeLL Area Ede Field Fastener Max. Pressure Zone 1 6" 6" 8d ring shank 45 psf Zone 2 4 U6" 8d ring shank '16 par Zone 3 4 to 4 It8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw. 112.5 psf ** Use nails or spreuse based on pros ire for roof stated in permit Info box on these plans for zone 3 Concrete / Lintel Column Verifg with Plan Rebar 48 Bar Dia. Min. Overlap Provide a5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete -r 8U8-OB/OT precast --- -- -- lintel set in mortar Min. 8' Bearing -- f- - -- 12"x 121, \ elumn Block Rebar to Lintel Attachment BEAM SCHEDULE Mark Size and Description Two rows of beam block filled with concrete and 1 #5 bar BI continuous in each row. Hook vert. bar over top bar with #5 900 bend bar with a 10" min. lap at top bar. Provide #5 bar set in pre -test lintel into beam where length or the opening calls for it. --7 le PTr Buiacb I I k F ;I poured Filled Cell m ad pa into filled cel 4" Pro -cast sill Provide #5 bars with win. 48 bar mmeters overlap in filled cell. Tie filled cell steel into continuous it I tooter steel. ;; -.i. Concrete Footing tsar Pouter schedule for exact sizes) DETAIL AT WiNDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nall 2' x 4' blocking to vent. lee of truce with IOd x 1.6 nab at 4' O.C. II Snapson MGT into well urn din. threaded rod set asn. Ila stet bean and (22) IOd nails into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT NTS n 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 lager of ASTM D Tgpe 2 felt paper using 8d nails. Substrate to be 19/32' CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plgwood deck using 49 x 1.5" wood screws with sell sealing washer at 12" o.c. max solacing 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 V o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detal on this sheet LINTEL SCHEDULE wine am U � Sae 1 S set hcinioenFAh'o5yj@*� Raws or *0Mark gia T aaa "at � � ) Max. � a, L22 X-2' V-6" era-OB/IT I a6 30N moil 1024 L31 3'- 4'-O' SFS-OB/IT I w6 2s61 Isis 163 1.46 4'-6' 6'-lo" Slee-OB/IT 1 e6 1105 4O'1 334 L30 6'-O" IV-V Sled -OBI 1 85 1238 on 121 L60 i1I T-P Sled-OB/IT 1 85 log 121 534 LSO So -Oa 411 SF8-0/2T I a6 2 86 152 i11 02 LIO 9'-0' 10'-6' Sled-101 1 88 2 a6 11 630 401 L90B 9'-O" 10'-6' Slel6-15/2T ONE 1 IR 2 a6 1639 us 401 LI00 K -C II1-4' sloe-I5/2T 1 $5 2 86 682 444 452 LIOOB KY -Ow I II'-4' 8Fl6-B11 1 ONE 1 $8 2 #s is" ION 462 L120 II I3-4" Bled-18/2T 1 86 2 85 411 429 324 1.008 Cr-O' IV-4' 610I6-101 ONE 1 88 2 e6 Io16 110 324 LHO II li'-4' SFl6-0/2T ONE 1 a6 2 86 1250 60'1 269 LI6o W-O" IT-4" SPS-I8/27 1 86 2 a6 Soo le12 1 M4 LYAB W-O' IT-4' 81016-81 ONE 1 $5 2 86 490 SOO I M4 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. 12 Simpson HETA 20 or equal 4 iliihi (19) ?Odh z 1 1/2'cnals"es l 24" o.c.) Upppporting Max 18101ba u lift Akmnum Drip Edge ! Fascia Flash and Counter Plash Nail ledger to gable and trues with (2) IOd at each web Ahmonum Drip ----I \ f Edge t Fascia 1/2' the stucco an 3/e' h-rib loth attached to hormontal and vertical ac I2" frame's nth nails or staples to proved, 2" X i" Sub-Faacl no kso then 1-3/4' penetrater� It" honza2al wood framma and 3/1• prow into verucel wood (soma members KaWn full o vent vinyl soffit natalled urn 1/8' dis shank x 1.5' long gov. raof�ng nnls rtl, 3/e' din. head per product approval - sea chart sheet al 12' x 12' concrete column block filled with concrete and (2) a1 bars Vert. tie into lintels above thicken edge to 8'x8' with concrete and -� oral a5 bar continuous BEYOND Top of rooter IL" below finished floor _IIII-IIII II IIIIIIIIIIII I IIII: =IIII Till III 5/e" thick light textured stucco on tgpical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan - Slope per foundation plan T Brace Gable and with 2' x 4" SYP a2 ett back nailed to bottom of top chords using (2) IOd nails at each truss RE -ENGINEERED WOOD TRUSSES 9 24"o.c. TYPICAL ( shop drawings bg manufacturer ) \R-30 blown fiberglase in bottom chord of trusses I/2' drywall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar cant. in each raw. Substitute precast lintel filled with concrete and (1) #5 or cost. for bottom row over openings 1/2' drywall over I" x furringg strips alt 16" ox. with R4.1 fi-foil Insulation on tgplcal 8" Block walls All drywall to be installed per FBC RHO: i and shall meet all pertaining ASTM codes. a Mortar to be Tgpe "M" oI proportioned and Mortar joints shall comply with FBC R Provide Dur-O-Rock at all wet areas (ex Fill call with concrete and (l) 45 bar Vert. (tgpical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base aea foundation plan notes for Ba spacing at openings 4" concrete slab with fibermesh OR i"xi" #10/10 WWM on 6 and Visqueen over if clean compacted termite treated fill I�`- I �lilllllllillllllllll l - =III IIII „ .IIII- �� (I I- I . �I Ical Section at Front Forch )„ = If —now N W i! Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8"t with 12"or embeepoxdment ( 24 O.C.) supporting Max. to.beamaded (22) rod aeiu in IOd nails into truss. Add ith blocking to 1810 lbs. uplift ETA 20 truss leg per detail on this sheet imn/0 VIA i 110 AM PANIHS01111. VAJ , 2 IW saw I I VA r"A INS NAVY MMA ME WA Ar woog screws with salt sealing w� shirr at 12" b.B. max spacing 5ver ASTM D e 2) 30 lb felt uriderlagmz-ft installed with min. 4" side lap& and III end ------- fastened with corrosion re--staft 1n catLe and with 1.25" rina-shank marN .14 RiR AIR, A. to w X t. a7 r Oq m N F- a�a a _0 to u..-a to 1O d O OD E C a Null C 1— Brace Gable end with 2" x 4" SYP #2 min. mart back nailed to bottom of top chords using (2) IOd nails at each truss R601.1 ETA 20 tubs etc...) ROOF FLAN — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THiS SHEET — ROOF PITCH AT +12 UNLESS OTHERWISE NOTED ON THIS SHEET — 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 — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRiOR TO TRUSS CONSTRUCTION PANEL "A" tire* Description Wire Load OR Poles 2 AHU slo 3.5 kw 30 2 4 Polss OR Lad Wire Descriptor circ* 2 40 1.0 km 88 A/C camp 1 3 2 30 4.5 ke 810 40 gel. water HTR 5 L RWillis 86 12.0 kw 60 2 s I 120 1 1.8 kw 812 1 Pusp 9 1 10 1 Dr er 810 5.0 ke 30 2 11 12 1 20 1.5 kw 812 13 14 Dishwasher 812 1.2 ke 20 1 1 20 1.5 ke 812 Microeays B K Rerngerator 812 1.2 kw 20 1 1 20 1.6 kw 812 Kitchen S.A.C. m 18 Recepts 812 - 20 1 1 20 1.6 kw *I2 Kitchen S.A.C. M 20 Recepte $12 - 20 1 1 20 1.2 Its 812 Clothes Washer 21 22 Recepts 812 - 20 1 1 20 0.81 kw $12 Garage Door Opener 23 24 Recepts $12 - 20 1 1 20 L4 kw 812 26 26 1 Recepts $12 - 20 1 1 20 1.412 kw 812 1 21 28 Recepte $12 20 1 1 20 *12 General Lightng 241 30 R"ts 812 - 20 1 1 20 812 General Lighting 31 32 Racepts 812 - 20 1 - 1 20 *I2 General Lighting 33 34 Exterior GPCI 812 - 20 1 - 1 20 812 General Lighting 35 36 Bathroom GPI $12 20 1 1 20 812 Smoke Detectors 31 38 Generel Lightmg 812 20 1 - I 20 *12 Bathroom GFi 39 40 General Lighting 812 20 I 1 - spare 11 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting l3 watts .sg, ft.).. I Small. Appliance. ClrGul>if;>................................... ..... Refrigerator ................................................. Microwave ............... Dish Washer . othe4..Pryer................................................ Water Heater .Water, Pump ................................................... Garage Door Opener ............... ......................... 1�35 3 5,205 2 1500 3,000 1 12000 12000 1 1,200 1,200 1 IS00 1,500 1 1,200 1 00 1 1.200 1.200 1 5.000 5 000 1 4500 4.500 1 1800 1800 1 810 810 Total Watts 31.415 First 10000 Watts e100% I 10.000 10 000 Remainder 21.415 e40% 1 O 10.9L11 Electric Heat or A/C 10.000 e65% 1 10.000 10,000 Calculated Load Watts 30.9LL Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 124.03 Panel Size Required a 150 Am s Electrical S mbol Legend $ single Palo Switch ® Recessed Can Ltot %% Double Pole Switch ® E eball Recessed e Push Hutton Switch Exhaust Fan -9 Duplex Outlet ¢ Calling Mounted Li t Special Receptacle 0- Well Mounted Light Waterproof grosid fault circuitaft wit lor 11LVK with Pal Chaise (attic) ® Floor Duplex Outlet © Computer Connection Jack ® Carbon Monaosde Detector 412 Flood Light Thermostat ® Electrical Panel ® Central Vac tEEi Electrical Meter ® 199 Smoke Detector Ceiling fan ® Television Jack ® Telephone Jack A o sc A/C Disconnect ® I x 4 Florescent Light I ® 12 x 4 Florescent Light Speaker Hook -Up I ❑I Intercom PATIO/SLAB I I CAR AT R AT I I I I IO xm, on Register mans ILsi �O DINING ROOM H B \1 J/ Vent thru _ $o�`1<iti - _ -1 A T Ile " CFM IOidOxG MASTER BEDROOM 113 CFM l0xl0x6 12$/A a LOSET 8� 4x4 I I/� I BAT 10 Soffit o a I �t-�.1tF.Y1►a =I rm, = L T- >F I IT' XF x64' 1 #I Attar Aaeew 232 CFM I a l L _ l2xix1 i _ 150 Amp eter Panel SECOND BEDROOM GARAGE I L 12xl2x9 i ,i 3 D/A il� COVERED PORCH = JUNCTION BOX TO SUPPORT A FAN �IECHANICAL LAN\rCUT O = THERMOSTAT LOCATION B/A = BALANCED AIR SCALE: 1 /4" = 1 i-0" Electric Notes: I. 2. Use copper wire only, no aluminum. Provide and wire all required smoke detectors. 11. It is not the intent of these plans to show every minor detail 3. Contractor to verifg location of electrical of construction. The contractor shall furnish and install all items for a complete electrical system and provide all 4. service and provider, ALL paddle fans shall be on a rheostat. the requirements necessary for the equipment to be placed in proper working order. S. ALL bath and kitchen receptacles to be GFI protected. 18. All work shall be done in accordance with the N.E.C. and L. ALL exterior outlets to be WP/GFI protected. shall comply with all local codes and ordinances, and shall 1. 8. Recessed cans to be installed per NFPA requirements. AFCI receptacles are required in all rooms except meet all standard requirements of the local electric utility Kitchen, Bathrooms, and Garage. and telephone company. 9. 10. A/C Return Air Balance Must comply w/ FBC RMIb02 A/C RefriQer2pt lines that are run thru slabs must be 19. The electricals stem shall be coin letel and effective y p y N.El. sleeved in PVC grounded as required by the latest edition of the . 11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed by a licensed electrical labels where applicable. contractor, the completed system shall be fully operative. IS. Contractor shall pay for all -fees, permits, testing, and 21. All equipment and panel sizes shall be verified before inspections including blower testing where required. ordering. The contractor shall provide circuit routings to 14. All work shall be coordinated with other trades to avoid suit the job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liabilitg and property damage for the or as selected bg others. duration of the work. Ito. Contractor shall guarantee all materials and workmanship 23. All racewags and pipes placed in or through any concrete free of defects for a period of not less than two gears from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from ang other service. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-1" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that mag have been damaged. 25. Dryer Vents to be installed per FBC RM1502 41 r----------------- i 1 I 1 I I I I I I 1 I 1 i I ISO SP/0 Aluminuis teed 4 I Vs* Conduit PANEL 2e PVC Z' rigid service PPL I 1 /-t 06 corit��i�ar'in slab 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 Braden t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue OB Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaocomcast.net H.B. Exhaust Duct Thru Soffit- Wire For14 Front Post Light /itovered Porch'-, � r i I � nli MASTER BEDROOM WP GFCI i v I S' I / G R AT Smoke / Carbon - -' R O M Monoxide Detector Combo I I I I LQSET II I L-- DINING GFCI ROOM I 1 , A IF T ,4 I S 1 KITCHEN ----- C HIMPS C.M. Detector 3'-2" 3 -2 R314P3r FBC 0 M 110 rW I enter BEDROOO ®� / M )WP GFCIOle tGLYERED GFCI `IV I Attie Aeons With 11111111t. Opp PR 1510 Amp psnellocstion / Panel Pull chain / light in attics 42"h GFCI Y GARAGE Garage Door Opener r----------------I I I I I I 1 I I I I 1 1 Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP�FCI =0 Install outet N under disc. rA/C not shown For claritg #I ELECTRICAL PLAN scnLe: 1/4. - r-o. 6'-31, Past Light with I Photo aN Wynne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.1( sq. ft. required Provide A Continuous Vented Soffit Date Drawn Revisions : 5-23-18 5-23-18 Smoke detector revision GARAGE Drawn by: RIGHT C.C,U. Checked bg- D. R. B. Sheet Comm 9 E -1 12-2- B OF 5