Loading...
HomeMy WebLinkAboutBuilding Plans26 ga. 5v crimp metal roofing attached to plywood Beck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails sppaced L o.c. at all laps and two staggered rows 12 o.c. in field. Attach .fe�L. +n }....ua• i.unn w++wri�."sn+ cis+fM . +6.a AhmAt 2„ F-1 2„ o. O O c thick tight textured stucco on typical concrete block construction or -- ---------------------------------- --------- Am 09 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATION SCALE: 1/4' - r-O' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 24ga. 5v crimp metal roofing attached to plywood deck u#9 x 1.5" wood sing 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 L" 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 deck to trusses using attachment detail -on this sheet Finish Columns with 5/8" thick cut coral finished stucco bands 5/8" thick x 8"w cu coral finished stucco bane Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 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 underlayment installed with min. 4 side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails snced L o.c. at all lapps and two staggered rows 12 o.c. in field. Attach sfL +.. +"..aa�e ..�... r%}��I.w.�w+ 'Il+wl sin +lu. "1I ai.uc.r.0 uri i.9pic.ai r-vric.i ci c of W vru�w �Wv wl of block construction finished stucco bands ELEVATION NOTES: REAR ELEVATION SCALE: I/4' - I'-O' - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof pitch at 4:12 unless otherwise noted - Ang 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 4 a IH• 5thick tuccoband / Cut finished 3 5/8" thick x 8"w cut coral finished stucco bands �5/8" thick light textured stucco on typical concrete 40. block construction ------------------------------------------------------------- 0'-0' = Finished Finish Columns with 5/8" thick cut coral finished stucco bands RIGHT ELEVATION SCALE: 1/4' - 1'-0' 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord I/2" drywall on " x 4" studs at 14" o.c. base -board 11 11 / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L"xG" #10/10 WWM on L mil Viaqueen over clean compacted termite treated fill Interior Non -Bearing Partition A sits Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 2L ga. 5v crimp metal rooting 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 C and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails raced aced L o.c. at all laps and two staggered rows 12 c.c. in field. Attach Sick to trusses using attachment detail on this sheet 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using ed nails. Substrate to be 19/32" CDX Plgwood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 14 --- 5/8" thick x 8"w cut coral finished stucco bands 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE JOB ADDRESS: FLOOR PLAN CRASH POST DETAIL N.T.s. TYPICAL NOTES: SCALE 1/4" = 1'-0" I. Contractor to verify ALL notes and dimensions prior to Ste high by 4" diameter steel crash post. Floor proceeding with Work. Flange with 4 - bolts 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion into slag (3/8"t 50 ksi 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. 21/a" S. ALL Concrete used for stabs shall be min. 2,500 PSI concrete." ALL Concrete used for vertical filled cells, cont. tie beams etc.. to 1 o shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix be leveled to bottom chord "aia° 21y° v 6. Drywall at ceilings shall and attached of trusses with screws per FBC R102.3.5. O O 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 2i/2„ 2�2" handicap accessibility requirements. h~ h" 12. Lowest finished floor to be set by 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 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 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 I" x 6" P.T. Buck flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with cane hari materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attacl 18. with F.B.C. R314 - see permit info box of code edition Gyyppsum board material shall conform to ASTM C36, C19, C415, C514, CII C931 C1396 be Cq60, C1002, C104-1,C11-1-1. C1178, C12-18, C1395, or and shall installed according to the following: (FBC R'102.3.5) Drywall Thickness Location Orientationraming ember Spacing Max. spacing of fasteners Nail sizing options for installation of drywall into Maximum wood framin members Nails Screws 2" x min. t ickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8, long with 19/64' head 0.048" diameter x 1 1/4" Iongg annular -ringed or 5d coder nwl OR Walls Either 160 8" IL" 0.080' dia. xx 1 5/8" long with Direction 15/L4" head OR Ggpsum board mall 0,086° ilia. x 15/8' with 9//32" head. Ceiling Perpendicular 24" 1" 12" /1 OR g with 19/64" head 13ga 1 5/11 0.098" diameter x 1 3/8" lonIf g annular -ringed or Gd coder nail / OR 0.092" dia. x 1 1/8" long with Walla Either 14" e' 169 Direction 1/4" head OR Ggpsum board nail 0.0915" dial. x 1 1/8" with 19/64° head. 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 Use 3/I4" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20" o.c. max thereafter at adl per product ae s�ro 19. ALL ceramic the surfaces installed shall conform to ASTM A108.i thru AIII 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 C11'18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke E 84. developed index not to exceed 450 when tested in accordance withh AA Insulation shall comply with F.B.C. R316, Gulf Coast Suppiy and MPG 5v Crimp Metal roofing FL #11651.12 21 ®a. 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 Ib felt underlagment installed with min. 4 aide laps and L" and laps fastened with corrosion rewstant tin caps and with 1.25" ring shank nails spaced G 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 anchor at each truss 12 snth (10) IOd x I I/2" Wads PRE-ENGINEERED TRUSSES ( 24' o.c.) supporting Max 41 at 24"o.c. TYPICAL 18101ba up lft (shop drawings by manufacturer) Aluminum Drip -� R-30 blown fiberglass Edge t Fascia in bottom chord or trusses I/2" drywall with smooth fresh 2" x L" Sub -Fascia Two rows or beam block filled with concrete and (1) #5 bar cont. in each row. Substitute Kaycan full o vent vmgl soffit installed lintel filled with concrete and (1) #5 popenings bar cont. for bottom row over n 1/8' dal shank x 1.5' long gale. using raoiing nail" with 3/80 die. head per product approval - we chart sheet #1 1/2" dr wall over I" x furringg strips a� IL" o.c. with R4.1 rrroil insulation on typical 8" Block walls 5/8" thick light textured All drgwall to be installed per FBC R102.3.1 stucco on typical concrete 1 and shall meet all pertaining ASTM coder. "M" block construction Mortar to be Type only proportioned per FBC RLOiJ R601.2.1. and Mortar Jonts shall comply unt FBC Provide Our-O-Rock at all wet areas (ex showers, tubs etc...> #5 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell () #5 bar Vert. ftypical). Max. sppacing &hall not exceed Wood 48" unless otherwise noted see foundation plan notes for Base spacing at openings 4" concrete slab with fibermesh OR L""" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Grade ......... IIII ' " III II IIII �1= 14 x 14 Concrete footing 14" with (2) #5 bars cons. and #5 TYFICALSECT [ON transverse bars at 48" o.c. Scale : 1/2" = 1'-0" to Masonry Beam nails Head fixed door sliding door AREA CALCULATIONS Living A/C = 144(a 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 = 11,548 2' YTR I I I 21' VTR Masterr� I - Bath kc.o. 2' VTRII2•Iah•r. II1" IILev.w.6.#2 am. S. c.o. T• aspVc PLUMBING RISER I" x L" P.T. Buck nailed to block with case hardened nails prior to door attachment \ Masonry Wall Bottom Track Typical Flooring Sill Install SGD thru buck into Sliding D oOr block with 3/I6" tap -con with penetration at L" o.c. max. Detail I from and 20." o.c. max from each corner thereafter at Jambs per product approvaljamb At Masonry Wall NTS Window Schedule lark Size Rou h Orien. Window Descrl tion PRESSURE ZONE I. 4'-5Ye" x V-3%" 54Ya"x L3%4" Single Hung ZONE 4 2. 6'-2ye"x I %" 15" x L3 y4° Single Hung ZONE 4 3. '-2" x 3'-2 1/2" 21/2 x 38%' Single Hung ZONE 4 4. 4'-6%'x 4'-2 ie" 54ye"X II 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 lark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X 1"-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-O' X L'-e" 41'/1'x 83if" FI Panel - Irmong ZONE 4 C L'-O' X 6'-8' 14" x 81 /;' tee"" °otLo" Shdmg Glass Door ZONE 4 D 2'-0" X 6'-9" Sand Core - Food - L-Parcel -Bi-Fold Finished 24" x 811/2" E 2'-L" X L'-e' Solid Care - Wood - L-Pm'iel F III X V-so Solid Care - Wood - L-Panel - Bi-Fold G 2'-8' x 6'-8" x 1 %" Schd Care Wood, Steel, or Masoriite Door H 2'-8" X L"-e" Solid Care - Wood - L-Panel NOT I ON I a o a o (V 12" x 12" Concrete column block Pilled with concrete and (2) #i bars vert. tied into lintels above ° Covered Porch I C 8'-0" to 9'-p" A.F.F.O Vaulted edmg GR AT R OM o I I o 119'-e„ C4 � rr I a 8'-0" to 9'-8" A.F. 2" x L" knee -wall Vaulted Ceiling I below counter top DINING I ROOM I ,F a a 9`aa I �r it i O Vanity to be I A 34 Y,"high High all q a - - fiver-I"iang o ° -U5 "mom Urn �i` m � 7 8'-1" '� 11 '-0" A T H Rod t Shelf 8'-0" A.F.F. Flat Ceiling O ° Z N SECOND BEDROOM � EGRESS :4 14'-0" EGRESS 12'-8" n ro MASTER BEDROOM 8'-0" A.F.F. Flat Ceiling C Rod f,Shelf -�- Vanity to 34 Y, high- i I i -8 L6 BE T J I r 8„ � -Rod Shelf ° - I KIITCHEN --J O 8'-0" A.F.F- 1 H BATS cv Flat Cedinc AGN Upper ca6inats to 1 extend over II L � m III.1 m Ml 111 7=_ 12" x 12" contra -.a column block filled C Y E R 13 p ith concrete and (2) #1 bars v rt. tied (SRC into lintels above L' 2" ° ° II ° " 'ETIT 5'-4" 31< 34'-0" v 1 I -II beets sJstleii / _4�"4 Steel Ballard q� detail on thi 's thee [11,21-22" x 54' Attie Awas Provide auto L -wth Mahe I closer - J ISO mp Panel GARAGE 8'-4" A.F.F. O Flat Ceiling ry r----------------- i Block wall in I garage to be I struck block I I � I 9'-0" 15'-10" 0, wall A/C o I eter 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 Exterior face 2" x 0 PT Buck of wall arise Cr G WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #8 Wood screws thru Jamb into buck lock with case hardened nails ON ALL JAMB, HEADER. AND at each hinge and 15' c.c. max and All rough openingdimensions to be verified bg contractor JDetall at WIndOWS prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment With manufacturers specs prior t0 construction NTS INSTALLATION NTS Braden It Braden AIA, PA Wg ne Building Corp. Date Drawn Revisions : Sheet Comm Architects - Planners GARAGE S.E. Coconut Avenue The Grand Carlton RIGHT Drawn by: 2 12-21 Telel (112) 281-8258 C.C.U. Fax : (112) 281-8283 5panish Lakes Checked by: E-mail:bradenala'scomcast.net St. Lucie Couil Florida D.R.B. OF 5 �, ,...,.,.,...., ., O iv J 2 -L X L -e Solid Core -Wood - L-Panel - Bi-Fold Install with 3. thru buck intwith o r • block with penetration top -con .c. I I/2' penetration at L' o.c. max. K 2'-8" X L'-8' Solid Care - Wood - 6-Panel - Bi-Fold thereafter a lambs and 20.' o.c max. Exterior face at head and ad per product approval of wall - Buck to be In x 40 PT ALL Exterior doors to withstand pressures stated in permit info vanes box on sheet 1*I ARA E DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL STRUCTURAL MOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB —SOIL, MUCK OR NON —UNIFORM FROM HOUSE TO DRAINS (iF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 9• DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 BE 3000 PSI OR 4.000 PSI GROUT MiX AT 28 DAYS EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOiL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, E 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK w/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-7 STEEL. WELDED WiRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 11 ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE iN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF 1 2. CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: 1-1/2" COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 6. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. I5. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF I000 -11• PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR I6. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUNDATiON FLAN 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.... 5. Contractor to provide filled cell with concrete and 1 45 bar Vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upto 5'-11" wide. Provide (2) filled cells on each side of openings from 6'—O" to 9'—I1" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board ciurveg — 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-36 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/211 concrete protection at beams for ALL reinforcing bars. #5 bar Vert. w/ Thicken edge to 8"x8" 30" overlap EE TYPICAL with concrete and at each filled cell ,.SECTIONS one #5 bar continuous 4' concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated Pill Grade —)III III I I_ I ' 14"w x 14"d concrete monolithic 11 footing with (2) #5 bars cont. i (n TYPICAL FOOTING DETAIL _l SCALE 1/2" = 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 cunt. Step per p . foundation plan 101, (2) #5 bars coat. bottom steel 12"' DETAIL AT GARAGE STEPDOWN 12' x 12' concrete column block Pilled with concrete and (2) #1 bars vert. tied into lintels above Top of looter 16" below finished floor LE 1/2" = I'-O" Verifg house slab height in field Bill -I !III - - = O x O xl6 concrete 3 3 e = column footing with (4) - — 9 - _ #5 bars each way 30" LUMN EOOTiN( SCALE 1/2" = i' SCALE: 1/4" = 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 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 — Vxb" #10/10 WWM on 10 mil Visqueen over o v clean compacted termite treated Pill m U -1 .r v CH SLAB EDGE DETAIL Qt"AI C 1/7" = #5 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ 111= 1411 4" concrete slab with fibermash OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted/termite treated fill I" a F F Ad\ 111 14"w x 14"d concrete monolithic 'footing with (2) #5 bars cant. 2" x V IT wood secured with \ 3/8"dia. x 6" anchor bolt at 18' o.c. overhead door track secured to wood ,Iamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTcJ IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT 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 Shale Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSi See Floor Plan For Location Double Filled Cell Column NTS Braden it Braden AiA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 WB E-mail. bradenaiascomcast.net 9 20'-0" I - N THIS PERMI1"I 101-01, 1 — r Filled cell under - girder above Oi o � Rear Patio/Slab I ® LU �o be poured separate —7 Prom the house slab. !f I o 341-01, 141- O" r — — —— FI — — — — — — � I I Fi I �411 I L, I Iry I I N I r g I 24"w cken x 14""d footmZ4"L a ° I under filled cell FI 1 ° ° ° ° °J under girder bearing. I ° ----------- — --- r I Rear Patio/Slab to I be Plush with bottom of I sliding door recess. _{ I Slope 1/2" i i I of I I FI I I32'-8" ° E I Z 4" concr� 6"x6" #10/1( I clean cor I °1 i 1 i -:I FI i 1 _ I �I I I slab with fibermesh OR l WWM on 6 mil Visqueen over Icted termite treated fill 7 FI I I I I �I Fo Fi I H. :r 1 r - - 4'0 Steel Ballard I } I I efilled w/ Concrete o gg I - I 3:i�l I �=°p I v u to I i QoE I Q I to �� a7 I r° 4J �� I °l 4B E 1 / e W O ° 1 °I - o I W iLLU .o ® 0 x r l� r—� — OL---- Recess for r ,`--------- �, �� Garage ffc7m C L_ \6re II'-6" © 6 _2 31_5„ q,-01, 31_511 �1x 12" concrete column block Pilled with concrete and (2) #1 bars vent. tied into lintels above Wunne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida tu�ya NU. A/# C I o J WIRUAWIL LUCIE:COUNTY 80CC FOOTINGS SCHEDULE Mark sale Descmivan I 14"W x 1400 MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 120D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x IVD COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 95 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 9_4_19 Comm # GARAR GHTE Drawn by: C.C.U. 3 12 — 2 1 Checked bg: D.R.B. 0F S ROOF SHEETiNG ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plggwood 4. Use nails or screws bas d on presslire for root stated in permit info box on t�ese pans for zone 3 KenArea Ede Feld Fastener Pressure Zone 411 601 8d ring shank 45 par Zone 2 40 401 8d ring shank 14 sf Zone 3 4 8d ring shank 84 psf ** Zone 3a L" 6" 31:8 wood screw 112.5 psf ** Use nails or s rews based on Ares§ure for roof stated in permit info box on these plans for zone 3 Concrete i Lintel Column Verify with Plan 12"x 12" lumn Block v#71 Rebar Rebar < 48 Bar Dia. Min. Overlap to Lintel Attachment IBEAM SCHEDULE Mark Size and Descrl Lion Two rows of beam block filled with concrete and 1 #5 bar Bl continuous in each raw. Hook vert. bar over top bar with #5 90m bend bar with a 10" min. lap at top bar. '8-061 8F8-ID/IT 0110-I8/2T 81mIL-1B/IT OPIL-I111/21' NOTES: . min. coverage of steel=1.5" 2. min. bearing required a aa. end=8" 3. standard for reinf. sLee1=ASTn A4I5 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) Provide #5 bars with Imn. 48 bar diameters overlap into beam. Tie filled cell steel into continuous bees block steel. Provide Cast -Crete SUB-OB/OT precast ---- -- lintel set in mortar ` - —I- Min. 8' Bearing "`+F r --- Provide #5 bar set in pre -cast lintel into beam shore hmgth or the opening calls for it. Provide PT Buck isI 1 oared Filled Cell I. '1 attached per jaws at into filled cal L 1 I 1 I I I 4' Pre -cast .r; SIR i l n I ll I .I I I I I Provide #5 bars with min. 48 bar Q I . I I ; .I iamaters overlap in Pilled call. Tie f wiled cell steel into continuous pJ 1 rooter steel. t.I 1'.Y I:1 Concrete Footing +:_'J+.' ' r , ' " : < ,r.. : <... , .:'.'..k'•.'�; _ (see tooter schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = I'-0" SINGLE PLY REAR GIRDER TRUSS Nal 2' x 4' blocka'p to vent. leg of trues with IOd x 1.5 nails at 4' oc. Install smpecn MGT into siaN wqi into des threaded (22) d nab into tans into sent bean and TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT NTS n 1/8" thick fight 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 Tube 2 felt paper using Bd nails. Substrate to be 19/32' CDX Plywood nailed at 6" o.c. in field and edges with IOd ring ehank nails into studs. ?ulf Coast Supply and MFG 5v Crimp Metal roofing FL VIL51.12 I ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with &elf sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 aide laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all lops and two staggered rows 12" C.C. in field. Attach deck to trusses using attachment detail on this sheet Lintel Length I Bar Length Clear Span I "A" JBars "B" Bars 2'-10" 2'-8" 1'-6" 2,#3 none 3'-6" 3'-4" 2'-2" 2,43 none 4'-0" 3'-10" 2'-8" 2,93 none 4'-6" 4'-4" 3'-2" 2#3 none 5'-4" 5'-2" 4'-0" 2 #3 none 5'-10" 5'-8" 4'-6" 2,#4 none 6'-4" 5'-4" 2,44 none 1'-0" 6'-2" 2,#5 none 1'-10" 1'-0" 2 tt5 none ALL reinforcing steel is grade 60 LiNTEL SCHEDULE Mark Weidow UrrDow t Wid Lwltel 8tma Gaat-Crete Specification Rotes or gb�lek " Bottom Steal Sin Top Steel Sia Mar. l a IPLP) Mont Laid (PLP) Met Lateral Land (PLP) 02 T-2' V-L' BPO-OBAT I 06 $064 51 1024 L31 2'-®Lso Pr 4'-O' BPe-O8/IT 1 86 266I k8L3 1L3 145 4'-6' I 5'-10' OPS-OB/IT I a6 1105 104 334 L50 6'-0" P-L' 81108-01131 1 05 1230 ON 121 LI V-e" 11-C 81118-05AT 1 e6 IOU 121 534 Leo W-0' T-4' 10" IB/2T 1 06 2 06 152 Ban 512 L40 1'-0" 10'-L' 81"0-181 1 96 2 06 443 no 401 1.905 1'-O' lo'-L' 8PIh8S/ZT ONE 1 #5 2 $6 1639 Us 401 LIOO IC'-O' II1-4' ePa-IB/2T 1 #5 2 06 582 444 452 LIOOB KY-O" II'-4' OPIL-6/2T ONE 1 iE 2 si ibis IM 462 LI20 12'-0' IV-4' Ore-IB/2T I #6 2 e6 411 420 324 L1208 12'-0' 13'-4' BPIL-0/21' ONE I 06 2 05 1015 110 1 324 LHO 14'-O' W-4' OPIL-83/21' ONE 1 #5 2 06 1260 L01 261 LI60 IL'-0' 11'-4' OP8-18/2T 1 #6 2 86 300 N2 n4 LKOB W-OM n'-4' OPIL-II&I I ONE I a6 2 06 160 goo 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. Simpson HETA 20 or equal hurricane anc ar at eabch trues nth (10) 10 x 11/2 nails — ( 24" o.c.) suppporting Max. IBIOIba. uplift Aluminum Drip Edge t Fascia 12" 2"x0 Kaycan full o vent vinyl soffit installed uisameigg 1/8' the ehank x 1.5" long ov. rodrg nails nth 3/8" dia. head per product approval - re chart sfimet 41 12' x 12' concrete column block filled with concrete and (2) #1 bare wort. tied into lintels above thicken edge to 8"x8' with concrete and one #5 bar continuous BEYOND Top of looter — 16 below finished floor 12 4 horisontal mood into vertical m Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end true& with (2) IOd Is at each web an 3/e" hi -rib loth ntal and verucd mood it ateplas to provide Al' ponatragon into rose ma m m/� penetration 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar wart. w/ 30" overlap at each Pilled cell Rear Patio/Slab to be Plush with bottom of sliding door recess. Step per foundation plan o-Slope per foundation plan r IIII IIII III - Ill Illlllllllllllllillllll!IIII IIII-III - _ l i� T ualcal ,N Section N 4 H W 1 � X � Q ohm (V HQa-� a 3: ti D. o0 eA Q eI Brace Gable and 61 tV with 2" x 4" SYP #2 `„ Slit back nailed to bottom t of top chords using (2) IOd nails at each truss RE -ENGINEERED WOOD TRUSSES 9 24"o.c. TYPICAL ( shop drawings bg manufacturer ) • Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8" ilia. threaded rod with min 12" embedment ( 24" o.c.) su Ortln Max.into PP 9 (22) beam either wet set or in 10d nails into true&. Add epoxy with blocking to 1810 lbs. uplift <TETA 207:> truss leg per detail on this sheet r EF to at � X i_ Q r OW N � Q4 FQ Jm X 2 0 in id ti tQ dD1. O OD Nall u (y a - FLLI 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 o ao U q v in All drywall to be installed per FBC R902.3.1 — - i and shall meet all pertaining ASTM codes. ETA 20 ao Mortar to be Type "M" onigg proopportionedper FBC R401.1 and Mortar joints shall comply I It FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and REVIEWED FOR Max.bar vent. ( not ex. ROOF FLAN M. spacing shalt not exceed CODE COMPLIANCE 48" unless otherwise noted ST. LUCIE COUNTY see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THiS SHEET spacing at openings — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET BOCC 4" concrete slab with nil Visgh en — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER 4"xL" #10/10 WWM on L mil Yiselueen over clean compacted termite treated Pill — 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 IF1 — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION at Front Forch — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE Scale - " _ '— " FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Braden t Braden AiAa PA Wynne Building Corp. Date Drawn Revisions : Sheet Comm # Architects - Planners 9-4-19 411 S.E. Coconut Avenue GARAGE Drawn by: Tel : (112) 281-8258 The Grand Carlton RIGHT C.C.U. -4" l 2 — 21 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Spankh Lakes Chocked by: Atmri_ FL %4gs'1L Jtdar�nnnn�2 St. Lucie County Florida D.R.B. OF 5 \R-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 (1) #5 bar Cont. for bottom row over openings 1/2" drywall over I" x Furring strips at 16' o.c. with R4.1 ?1-foil -insulation on typical 8" Block walls sMEIN Eli '�-' Ill VLO' Ar oil is WP'WM""ArrA IFor 11VAr low'Ar"'A VAN WA romor I woo screws with self scaling wn-sher at 20 o.c. max spacing over ASTM D a 2) 30 lb felt underlailmait installed with miri. 4w side laps and 4" end I'att's fastened with corrosion re-'stant tin caps anLpith 1.25' iing shank nails useas oil mil MV R Wn A.. I I 40 IN 1-2-19 PANEL "A„ Pales BR Lead Wee Downption awes a'ras Description weo Lead BR P 1 20 1.2 ks all Refrigerator I Revs U 12.0 lu 50 2 I 20 1.2 its a12 Clothes washer 3 I 20 1.5 ka $12 Kitchen S.A.C. 5 1. Dr s10 5.0 ka 30 2 I 20 1.5 ke 812 Kitchen S.A.C. 1 a 1 20 - 812 Bathi Reaepts 9 10 AM Coniivsor 910 5.0 Its 30 2 1 20 1.2 Ice all Dishwasher II 12 I 20 1.2 km 812 Micraewe 13 14 Aar Hand 910 6.0 kw 30 2 I 15 814 General Lghteg is Is 1 16 914 General Lighting 11 18 WH s10 5.0 ku 26 2 I 15 $14 General Lighting 19 20 I 15 814 General Lighting 21 22 GDO $12 0.81 KW 20 1 I 15 814 General Lighting 23 24 Spare Spare 25 2L Spare Spare 2ij 28 Spare Spsn 29 1 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watta) Small. Appliance, Clreultl�.................................... Range......................................................... Refrigerator.................................................. Microwave .................................................... Dish....Washer.. .................................................. .. ........ CloQbeB..W.edlor............................................... Clothes..[gar................................................ Water Heater 1136 3... 5,205 2 ISOO 3,000 1 12,000 12.000 I L200 1.200 1 1 00 I 00 1 1,200 1,200 1 1.200 1.200 1 5 000 5 000 1 4 500 4 00 1 810 810 Total Watts SSAI5 First 10000 Watts 9100% 1 10.000 10,000 Remainder 25rN5 e40% 1 O 1041416 Electric Heat or A/C 10,000 965% I 10,000 10,000 Calculated Load Watts 3024L Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 12L.02 Panel Size Required = 160 Am o Electrical S mbol Legend S single Pole Switch ® Recessed Can Light $& Double Pale Switch Eyeball Recessed PB Push Button Snitch Cr Exhaust Fan -9 oublex Outlet ¢ Celing Mounted Light -0 Special Receptacle Wall Mounted Light aterpr ground fault circuit Light with Pup Chan (attic) ® Floor Duplex Outlet © Comimiter Connection Jack ® Carbon Monoxds Detector 4& Flood Light T Thermo" m Electrical Panel ® Central Vac 8 Electrical Meter ® Soaks Detector Casing ran ® Televuaon Jack = Telephone Jack AC 0MC A/C Disconnect ® I x 4 Florescent Light ® Z it 4 Florescent Light ® Speaker Hook -Up = JUNCTION BOX TO SUPPORT A PAN 0 = THERMOSTAT LOCATION B/A = BALANCED AIR H.B.4 Vent thru 5J0_7 It__ \ 1-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. #2/0 AL SER Cable PATIO/SLAB PATIO/SLAB I I GR AT R OM I I Center Resters 110�d FM on celMnp ran IL9 CIF; DINING ROOM Z3FM 1Z,d 0 163 CFM ICIAOxi MASTER BEDROOM 1113 CFM IO)dOx6 I L ------ --- J I a! -A IZ D/A LOSET a Cle - I 1 pg.{ GEM BAT ° ° _ I Io" -Rent-thr-4L Soffit Ne I 1411 O CFM � ' I I iu - - - I I IL I I? I IT 22' x 1 Attie Access Q I LI -aalh fight - I 00 150 Amp In Panel Id Nmeter SECOND BEDROOM I 12W2x8 B/A 1� GARAGE (3) #1 THHN Copper With #1 Grnd ----- 0 2" PVC Schedule 2" PVC Schedule r-------- -----i 40 conduit [so 40 conduit sleeve AM I I I 1 MCIS into attic MCg I I PANEL AHU PANEL AHU I I COVERED I I 200a rated 200a raa meter can meter ca PORCH I I I I ME ER Intersystem bondingregstem bonding2" I I PVC (FPL Termm.Aen pant 2" PVCmination pant Iwismommol schedule 80 schedule ri 2' rigid service FPL 2' rigid service FPL EC a IsarA)sL e�pa�alevanaed to lS B EC Bar )aL,e�pe� Tire 9 a varmed ground rods ground rule �/j f �j Aj j�ILAYOUT N I I E C I I I C A L ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which - Contractor shall torque lugs I.A.W. manufacturers recommendations which S C n i u A L E: 1/ 4 = 1- 0 shall be verified prior to construction shall be verified prior to construction -- Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: 1. Use copper wire only from panel to devices 15. Contractor &hall guarantee all materials and workmanship free defects for a less than two from 20. All equipment and panel sizes shall be verified before 2. Provide and wire all required smoke t Carbon of period of not gears ordering. The contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the job conditions. 3. Contractor to verifg location of electrical gear from closing sale of house. service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected by others. S. ALL exterior outlets to be WP/GFCI protected. other phase of installation that mall have been damaged. 6. Recessed cans to be installed per NFPA requirements. 16. It is not the intent of these plans to show every minor detail 22. All racewags and pipes placed in or through ang concrete 1. Tamper resistant AFCI receptacles are required in or construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters or the ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from any other service. 8. A/C Return Air Balance Must comp)gg w/ FBC RM1602 the requirements necessarg for the equipment to be placed in 9. A(C Refri t lines that are run thru slabs moat be proper working order. 23. All exposed wire below 9'-1" shall be installed in metal EMT 10. sleeved In ALL A/C Equipment shall comply with energg calculation 1�. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall conduit. 24. Dr Vents be Braden Braden ,4�A �,4 11. All work shall be performed big a licensed electrical meet all standard requirements of the local electric utility er to installed per FB4C RMI502 e Architects -Planners 12. contractor, the completed system shall be fullg operative. and telephone company. Contractor shall pag for all Pees, permits, testin , and 411 S.E. Coconut Avenue 13. inspections including blower testing where required. All work shall be trades to 18. The electrical agetem shall be completelg and effective)g Tel (112) 281-8258 coordinated with other avoid grounded as required bg the latest edition of the N.E.C. interference with the progress of construction. Fax : (112) 281-8283 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' E-mail: bradenalaecomcast.net against the public liabilitg and property damage for the _ labels where applicable. w. re w iww. .. e • sew wwwww H.B. Exhaust Duct Thru Soffit - Wire For Front Post Light /�Govered Porch'., MASTER BEDROOM I / WP GFCI IVII I / GR AT Smoke / CarbonRID M Monoxide Detector Combo I S I M 0 I � I r S.\ I LQSET 11 I II I = c DINING I j GFCI .---r H ROOM 1 L G CI ,P1 / FCI GFCI , a I I0 / 3 I ----- KITCHEN EN HIMS C.M. Detector 3' 2" 3'--2" 24 7\,1 g4C 30 �� � R T ,-M_\ 1 ' I r W 1I ( enter 1 BEDROOD� V "' / B A )wP GFCI / \ A \ � t!QYERPcRID "h GFCI 2:F x g4' 1 Attie Access L _Nth h& ; p tional pit 15/O Amp panel location 1 / Panel Pull them � light in attic / 42"h GFCI GARAGE Garage Door Opener r----------------- i I I I I I I I I I I I I I I I I I I I I I I I 6" N N Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GFCI stall oulat u) under disc Q not shown For claritg Q eter - REVIEWED FOR CE ELECTRICAL PLAN ST,LUO��LUNTY .�,T, 1-I„1CIE COUNTY 7 DOCC SCALE: 114" = I'-O" 6'-3" Wynne Building Corp. Spanish Lakes St. Irucie County Florida 09_ ,Post Light with I Photo cell Attic Ventino Calculations FBC 2309.1 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.16 sq_ ft. required Provide A Continuous Vented Soffit Date Drawn Revisions 9-'4-19 GARAGE Drawn by: ton RIGHT C.C.U. Checked big: D.R.B. Sheet Comm # E-1 12-21 B OF 5