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Mako Drive 403 Specifications ! Revisions Division 1. General Requirements Yarbrough Res dence : A. Contract: Construction Contract will be provided by a Florida Liscense Building Contractor. All permits will be provided and fees paid by General Contractor or his Sub Contractors. Building Use Residential Division 2. Metals Index . Miscellaneous metal work shall conform to AISC specifications Occupancy Group R-3 Division 3. Wood and Plastics p y p A. Carpentry/Wood Framin : All wood structural members shall be kiln dried southern yellow g • pine, or an approved equal, bearing the stamp of the grading agency. Provide the following stress Sheet - Index, cPlan , ElevationsSecondsDetails Construction Type Type 5-B, Unprotected . grades: Grade Fb Fv Fc E ' ' - ------ -Floor Area 1854 S.F. Studs Construction 1000 100 11Go 114009000 Joists #2 1400 90 1000 1,600,000 Sheet - FoundationPlan , irs oor an ..Basic Wind Speed 120 M.P.H. Except as otherwise shown on Drawings the minimum nailingrequirements are set forth in table 0 Wind Importance Factor 1 .0 (CategoryII Bu�ldin p - g ' - q 0 pg) 2607.1 of the Florida Building Code. Where horizontal members, sideframe to supports, use approved steel Sheet - RoofElectrical Plan hangers of framing angles of the appropriate size and load capacity. See Drawings for Simposon clips, straps Wind Exposure C (Less than 1500 ft. fro and tie specifications. See attachment H for design pressure requirements. U) �.: U_ p • - co CCL or Mean High Tide) Division 8. Openings - _ A. Door Hardware: Leversets meet ANSI A156 2 series 4000 Grade standasrds and more than fulfill •tomo v - Engineeringeet • . Cn M4and excee s 400 0 r tin c cle .D r CI r CU eetADA requirements. The ANSI Series 40000 stand d 00 operating a s o0 Closers meet ANSI a - p g Y 0 � mo Grade 1 A-156.4 standards. Manufacturer used is S. Parker or equal. - Notes 1. Model #: SL716ON26D ° N General - 2. Model #: SL716OP26D Z �> cv All I work to comply with: . . . —" Q CO SheetSectionsDetails p y . . Division 9. Finishes o Cn Building Code ------------- FBC 2004 w/ 2006 Revision ° N • g A.Gypsum Drywall. - U 00 National Electrical Code------------ 2002 1 .Regular Gypsum Wallboard: ASTM C36 regular type with tapered long CU - ElevationsFlorida Fire prevention Code---2004 edges, /2" thick. �utast estrt oC rt 0n m r . A TM 630 to a ed Ion edges,, z ee2.Wate r resistant t gy ps u board: S p g / thick. -- --- - -- --- --Product A B. Paint: Ben amin Moore 1 .Interior Paint Systems: Notes . *Windows - Alside FL1089 A. Flat Latex Finish: All areas not otherwise specified, Provide First Coast Primer, manufactured b - p � � y ' 64.8 *Doors - Jeld Wen FL5815 US Gypsum. Second and Third Coats Ultra Hide UH 7700 series Lated flat. Interior Doors. 4 Panel Masonite * B. Semi loss finish: First coat #UH 4 alkyd mel underbody second and third coats #YH 8000 Garage Door - Mid America FL4606 g oo a yd ena y * Series Ultra Hide Semi-Gloss enamel. Roofing - Elk Co. FL5683 C.Wood Painted: Wood doors trim millwork and all other interior wood Latex Semi-Gloss. Interior Wood . Cassing 2 1 /4" Howe Base 5 1 /2,, 0.G. Crown in main room 5 1 /4" LWN 47 • - Site Plan : Finishes Drywall/ Knock Down r - - - - - -- -- - - - - - - - - Walls & Ceiling I r 0, � Note: +----SIoQe-----.j---- --SI � Floors: . -; A Foundation Survery or Properly Line Stake out '�P - e' Kitchen, Entry & Family Concrete building inspector -- I �/ - - ---- - 4a'-o„ --- —-- — -- --- -- -- - / shall be provided on site for the bu din - --- Bathrooms & Laundry Tile prior FramingInspections Bedrooms Car et -,6'_0„- N Exterior i Exterior WallsHardi Board = Future Wall New Single Story ResidenceoExterior Wood Trim Total Lot Area:8030 S.F. ---- Pressure Treated Total House Coverage:2456 S.F. o Total Concrete Coverage:1068 S.F. N Notal Lot Coverage Area:3524 S.F. LM Total Lot Percetage Coverage:44% 4 0„ - 25,-0” ---- - -- -- Window Number Operation Size P y L. ' Slope Fill Awa �, From Foundation Schedule 4 1 PVC Double HungMode #0 0 1 Double Hung4050 � Entry Walkw Alside FL1089 2 Double Hun 2020 3 Double Hung2050 - -27,_0„- 2T-0"-- 4 1' "— - --- - -- - - - - - - - [Bid Set On 4DoubleHung � ---- ---- � lk 5 Double Hung4050 -- - -- --- - - Future Wall Drawn W n B • C e ll e 6 Double Hung 4050 y'Door Peter Coalson 7 [Double HungPR/3050 ' I A 60x80 French (byowner 8 Double Hun PR/3050 Date: - 9 Awning3030 3i3oi2oo� B 60x80 French Fiberglass Fixed Panels See Allowance10 Awnin 3030C 11 Double Hung3050D 28x68 6 Panel Fiberglass - � E 16x8 Overhead Door / Steel 1 Double Hung 4050 13 Double Hung4050 Page: 14 Double Hung2850 fxd Y , I N , 1 of 6 94,9112" —1 I\ II l Site Plan 1 " = 10' Scale Revisions 481_011 - --- - --- 4$1_011 VJ 8'-6" 3'-6 1/2" '-4 1/2 '-4 1/Z1 6'-0" 6'-0" 5'-2 3/4" - -3'-4" - -5'-2 3/4" SW-1 � U - - - - -- - - -- --- - dQ SW-1 11 10 9 8 - - - - - -- -- - o - --- --- - o V J CID = a4i_�nJc Heated Area 1824 S.F. u� ctn 7 REF. r 1 - 40S.F. • KITCHEN �co M Covered Porch Area S Area - 576 S.F. "' BATH `'r' Garage co N o1 (D CID ` m C • O _ n, 1^ Verify Cabinet Pendant CV W O W V! Total: 2440 S.F. _ N 21.611 Layout DINING M O Z N • 12 BEDROOM o Q = co • -�N (� 7 M p _ 3 8 od Above = 0 LO 16-0 N • 12'-4" b Q � N � 41_81 HALL 1 1 U 4 Fill Conrete Slab o Threaded Rod • w/ Fiber on Com acted _ r-- p 00 � 48 O.C. Fill N • • Dedicate Switched 14 00 • - - - 3068 12'_0" Outlet Microwave CION 1 1 N • -Q B A 12'_4" HALL � -- - 4 3 1 I � o c 306 � Thickened Slab _ `" i � Start Vault End Vault 3/12 Pitch 3/12 Pitch j 2 #5 Bars - o • 13 BEDROOM 2_ j _ TI • N -1 Concrete Patio _ LIVING .a o LO o PORCH 00 r — O I a CD 4'-8" • Treat Soil � `" - - for Termites 4'-0" 00 27'-5" • `� A = 80 ■ C) Concrete Slab cfl 1 � POR H ENT � LO C RY 8'-6" -' 81_611 l 6" > --- 3'-4" CI 16 Thickened 81-611 t 2 #5 bars LAUNDRY • co HALL � � CLOSET oo 2 N >. I- - - - - - - - - No. 5Bar4,_0„ O.C. L -- -- F I = HVAC 2668 2668 _ a? I = N O 4" Concrete00 I _ °0 - o Slab I 10"x 24 Footing o -1 - r- - - - - - - - - o C 3 #5bars - GARAGE N _ N 6 _ J o ' N }� ' • I _ • • LM- � I N - N N �✓. i n LO -' • - 86 MASTE R BATH 0 _ I A ( N MASTER BDRM N i i 2 8x16 CMU o a' o I, CD - 5 BI --- ---- -- N 2 Id 'Bid Set Onl O . . . . 16080 S —vl W-2 3,_6ii E 8'_6 1/2" ,_ „- Drawn -B- 6 Y: - - - - - - - SW-1 3 4 Peter Coalson sw-1 27,_0„ Date: 27._0.1 21._0.1 —21 -011 3/30/2007 — 481-011I LIVING AREA 1854 sq ft Page: Foundation Plan @ 1/4 - 1 Scale Floor Plan @ 1/4 - 1 Scale Of 6 4s'-o" Revisions 27'-8 1/2" 4'-0" c/s N M M00 N •� r SW-1 ... _ _ -- • SW-1 Fluorescent J1 - _-- -- J 1 -- -- 0 0 .- N -- - Garbage �, \ L Disposal J — J 2 � O ` 00 J 3 = ® M --- M � v ao ;Verify Cabinet PeLdant 7 T5 Layout J T6 T�' � 3 CE Hood Above to O -- ` c j N T7 ,1 0 cn 0-O �( / Dedicated Switched J1 4 _ CIO 0 / U Outlet for Microwave _ O , c� CU W + � � � SD / � � - o �� T8 � L � ,r Q to M v \ _ O O L Start Vault, End Vault Q O 0 oFa� -3/12 Pitch wP X3/12 Pitch — CN - 13, / m 0 L0 oz •— N T9 T9a o Volt. i co MI o Blank Box < O W / I Q L J n U N Cn Cn MM W \ � / n�' � CCS WP I nom, C nW L _ L. C) r 0 L ` / - / /� LO RAISED r - -- CONV T10 CO FRAME BEAM — -- / ►� 3 � 3 3$3e$ l --- • _- _ SW-1 CE co N Low Voltage t - - -- N � T11 _ CE FluorescentCE I Fluorescent HVAC s° ;' 3 3 's Ma 0 _ I Switch to Fan Light I and Recessed Lights N ;6' FY) Door T6 TG+ N - --- - Operator -- - - — ` ((�� _ o � 0 FCI T4 7 L 1 _ J3 / Fluorescent O ?i r T3 Fluorescent \ N N'X L 00 J 2 r (4) 5 Drescent -- - ---- -- - - ---- - - - --- -- - - SW-2 -2 SW-2--� O WP �� Symbol: Description: 3 4LM DROP T2 -- - --- -- -- -- - SW-1 SW-1 - - - - - - - - - Fluorescent Fluorescent Flood Lights) AM o Garage Door Activator LM 23,_1„ '_3 1/ " 3,_Q„ o Doorbell Activator ------ - ------ - Ceilin Fan ------ 27 -0 211-011 (Lighting described on plan) Recessed Light Truss StrapDetail: Surface Mounted Light - #: Qt Uplift StrapA: StrapB: StrapC: StrapQty: r�s` Wall Mount Conical Light - -- - a - -- ----- 9 — - T1 1 897-691 H10 CS22-R - 2 ® Exhaust Fan/Light Fixture ---- Bid Set 0 T - - 110V/ 220V Wall Outlet(s) T3 4 339-418 H4 H3 � 2 --- - - --- - ------- - ------- --- ---- --- - -- --- - - - -- -- - ------ -- - - - -- - - - -- ----- - - - -- Drawn B : T4 1 897-3474-449 H10 CMSTC16 H3 3 -s Smoke Detector y T5 1 1335-3243-287 H14 CMSTC16 H2 3 Peter Coalson T6 2 727-1944-197 H2 CS14-R H2 3 T6 0 316-2071-383 H2 CS14-R H2.5 3 Date: T7 1 449-1177-338 H 1 -R 2 3/30/2007 T8 3 529-966-257 H2.5T CS20-R H2 3 T8 0 717-985-257 H2 CS20-R H2 3 T9 3 329-972-272 H2 CS20-R H2 3 T10 3 606-447 H8 H3 - 2 T10 0 833-447 H9KT H3 - 2 T11 6 858-858 H9KT H9KT - 2 Page: 11 6 180-180-271 H2 H2 H2 3 g J2 6 180-180-180 H2 H2 H2 3 J3 6 180-180-180 H2 H2 H2 J4 28 180-180-180 H2 H2 H2 3 Roof Framing Plan @ 1/4" = 1' Scale J5 3 256-234 H2 H2 - 2 Electrical Floor Plan @ 1/4" = 1' Scale (See Attached Truss Plan) 78 51 3 of 6 ��0 Revisions DESIGN SPECIFICATIONS. STEEL REINFORCEMENT:. EXTERIOR WALL & INTERIOR SHEARWALIL SHEATHING.: DESIGN CODE: 2004 FLORIDA BUILDING CODE (FBC) STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH RBC, ACI 318 AND AS NOTED IN THESE PLANS. PROVIDE APA RATED SHEATHING WHERE STUCCO, BRICK OR STONE OCCUPANCY: RESIDENTIAL GROUP R-3 (ONE AND TWO-FAMILY DWELLINGS) CONCRETE COVER SHALL BE IN ACCORDANCE WITH RBC AND AS FOLLOWS: VENEER, OR HARDIPLANK LAP SIDING ARE INDICATED ON PLANS. CONSTRUCTION: TYPE VI, UNPROTECTED 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. PROVIDE APA RATED SHEATHING AT INTERIOR SHEARWALLS. BASIC WIND SPEED: 120 MPH 2" FOR CONCRETE NOT EXPOSED TO WEATHEROR IN CONTACT WITH GROUND FASTEN 7/16" THICK SHEATHING W/ 8D COMMON NAILS SPACED 6" O.C. WIND IMPORTANCE FACTOR: 1.0 (CATEGORY II BUILDING) 1 1/2" FOR CONCRETE NOT EXPOSED TO WEATIHER'OR IN CONTACT WITH GROUND AT PANEL EDGES AND 6" O.C. AT INTERMEDIATE SUPPORTS. WIND EXPOSURE: C (LESS THAN 1500 FT. FROM CCL OR MEAN HIGH TIDE) VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE ALPPED FOR 36 BAR DIAMETERS OR 24", WHICEVER IS GREATER REDUCE NAIL SPACING TO 4" O.C. AROUND ALL OPENINGS. USE 3" EDGE MAXIMUM DESIGN WIND PRESSURE (PSF): CORNER REINFORCEMENT SHALL BE LAPPED 30".. NAILING IN THE LOWER TOP PLATE ON ALL EXTERIOR WALLS. ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS SW-1 INDICATES 6" O.C. NAILING IS ALSO REQUIRED AT THE BOTTOM OF ACI STANDARDS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN,POSITION WITH STANDARD ACCESSORIES AND SIDE EDGES OF THE SHEATHING. OPENING SIZE (SF) EDGE ZONES (5'-0" FRMO OUTSIDE CORNERS) INTERIOR ZONE DURING PLACING OF CONCRETE. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS: SW-2 INDICATES 4" O.C. NAILING IS REQUIRED AT PANEL EDGES. -2 +47 AND (- 5 +47 AND (-) 50 MASONRY: 48 BAR DIA. CONCRETE: 40 BAR DIA. 21-50 +45 AND (-) 56 +45 AND (-) 48 ALL REINFORCING STEEL SHALL BE PLACED IN,ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS. HEADERS/ JACK STUDS: 51-100 +43 AND (-) 52 +43 AND (-) 46 >100 +42 AND (-) 48 +42 AND (-) 45 SLAB ON GRADE: REFER TO THESE PLANS FOR HEADER AND JACK STUD REQUIREMENTS. DESIGN LIVE LOADS: UNLESS NOTED OTEHRWISE ON THE PLANS, SLABTHICKNESS IS 4". SLAB SHALL BE POURED OVER A 6 POST AND BEAM FRAMING: ROOF: 20 PSF MIL. VAPOR BARRIER AND THE SOIL SHALL BE TREATED WITH TERMITE POISNON PRIOR TO POURING. ATTACH HEADERS TO POSTS W/ (2) SIMPSON CS20 FLAT STRAPS ATTICS WITH STORAGE: 30 PSF 6X6 W1.4 x W1.4 WWF TO BE PLACED IN,THE CENTER OF THE SLAB. WWF SHALL BE LAPPED 811 W/ (7) 10Dx1.5" NAILS TO HEADER AND (7) 10Dx1.5" NAILS TO FLOORS/ STAIRS: 40 PSF THE USE OF FIBERMESH SHALL BE ALLOWED IN LIIEU OF WWF. MINIMUM FIBER LENGTH = 1/2". POST. ATTICS WITHOUT STORAGE: 101 PSF THREADED ROD: NOTCH HEADERS UNDER TOP PLATES AND BEAR-ON-JACK STUDS OR USE SIMPSON HUC410 HANGER W/ (8) 16D TO WALL (8) 16D MATERIAL SPECIFICATIONS: THIS SYSTEM USES A THREADED ROD (THRU-BOLT) CONTINUOUS FROM THE FOUNDATION TO THE DOUBLE TOP PLATE. TO HEADER. 5/8 ROD @ 6=0" O.C. TYPICAL ANCHOR BOLTS ARE ONLY REQUIRED AT THE FOLLOWING LOCATIONS: ANCHOR POSTS TO FOUNDATION W/ SIMPSON ABU POST BASE CAST - IN - PLACE CONCRETE: SHALL HAVE A COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS SPACED @ 6' O.C. AT THE EXTERIOR WALL SILL PLATE WHERE THE THRU-BOLT SPACING IS GREATER THAN 6' O.C. W/ (1) 5/8" THREADED ROD SET 7" INTO FOOTING (12) 16D CONCRETE MASONRY UNITS: SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C 90 AND SHALL HAVE A MINIMUM NET AT THE EXTERIOR WALL SILL PLATES WHERE THE THRU-BOLT IS MORE THAN 12 FROM THE END OF THE PLATE. NAILS TO POST OR USE (1) SIMPSON HTT16 W/ (1) 5/8" THREADED AREA COMPRESSIVE STRENGTH OF 1900 PSI WHEN USING TYPE M OR S MORTAR (ASTM C 270). ANCHOR BOLTS ARE NOT REQUIRED AT INTERIOR BEARING WALL SILL PLATES. ROD SET 7" INTO FOOTING (18) 16D NAILS TO POST. LL GROUT: THE GROUT SHALL BE IN ACCORDANCE WITH ASTM C 476 AND SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8" THE NUT AT THE DOUBLE TOP PLATE SHALL RECEIVE A FINAL TIGHTENING AFTER THE ROOF SYSTEM IS INSTALLED. -c ROOF AND CEILING FRAMING. o PLACED AT AN 8" TO 11" SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS WHEN TESTED IN VERTICALI � Cn � �ACCORDANCE WITH ASTM C 1019 ALL CONVENTIONAL FRAMING SHALL BE SYP #2. REFER TO TRUSS 4_j V REINFORCING STEEL: SHALL BE ASTM A615, GRADE 40 USE 2x4 STUDS FOR ALL EXTERIOR WALLS AND 2x4 STUDS FOR ALL INTERIOR WALLS, UNLESS NOTED OTHERWISE IN SHOP DRAWINGS FOR TRUSS DETAILS. PROVIDE 1x4 PULIN _c -,-' m r-- STRUCTURAL STEEL: SHALL BE ASTM A36U O THESE PLANS. BRACING ABOVE THE BOTTOM CHORD OF ROOF TRUSSES AT THE SPACING L_ u STEEL PIPE AND STRUCTURAL TUBING: SHALL BE ASTM A500 (GRADE B) SPACE STUDS @ 16" O.C. MINIMUM AT ALL EXTERIOR WALLS, INTERIOR BEARING WALLS AND INTERIOR SHEAR WALLS. INDICATED IN THE SHOP DRAWINGS. FASTEN W/ (2) 6D NAILS AT EACH Q 0 CV �- WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185 SPACE STUDS @ 24" O.C. MINIMUM AT ALL INTERIOR NON-BEARING WALLS. TRUSS. PROVIDE SOLID BLOCKING AT ROOF SHEATHING JOINTS IN THE �,cM � CN CV ANCHOR BOLTS AND HREADED RODS: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. USE SPF #2 (OR BETTER) FOR ALL WALLS. FIRST TWO RAFTERS OR TRUSS SPACES FRAM THE GABLE ENDS. CU O o CO NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. USE SYP #2 TOP PLATES AND PT SYP#2 SILL PLATES. ATTACH EACH RAFTER TO PLATE WITH H-2.5-A, ATACH EACH RAFTER AT E N ch C) ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): iN GENERAL THE THRU-BOLTS SERVE AS THE CONTINUOUS LOAD PATH FROM THE DOUBLE TOP PLATE TO THE RIDE WITH LSTA-36 24 10d NAILS. 1/2' PLYWOOD CEILING, BLOCK EDGES. L- U *SIMPSON STRONG-TIE CO., PRODUCT: EPDXY-TIE SET FOUNDATION. *SIMPSON STRONG-TIE CO., PRODUCT: ACRYLIC-TIE AT WHERE " CONVENTIONAL STRAPPING" IS SHOWN ON THESE PLANS USE: ROOF SHEATHING AND DIAPHRAM ATTACHMENT: METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR TREATED WOOD (I.E. ACQ TREATED) SHALL BE SIMPSON SP2 W/(6) 10D NAILS EACH END FOR WALL STUD TO TOP PLATE CONNECTIONS @ 32" O.C. USE 15/32" APA RATED HEATHING FASTENED W/ 8D NAILS GALVANIZED OR STAINLESS STEEL. ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR TREATED WOOD (I.E. BORATE) SHALL SIMPSON CS20 STRAPPING W/ (7) 10Dx1.5" NAILS EACH END FOR SECOND-STORY WALL STUD CONNECTIONS @ 32" O.C. 6" O.C. EDGES, 6" O.C. INTERMEDIATE. BLOCK ALL EDGES. BE Z-MAX COATED. SIMPSON SP1 W/ (6) 10D NAILS TO STUD AND (4):10D NAILS TO SILL PLATE @ 16" O.C. AND ANCHOR BOLTS AT 32" O.C. - -- - - -_ NAILS. ALL NAIL EXPOSED TO EXTERIOR SHALL BE GALVANIZED OR STAINLESS STEEL GABLE ENDWALLS: ALL NAILS EXPOSED TO FIRE-TREATED LUMBER SHALL BE STAINLESS STEEL MASONRY. PROVIDE PALTFORM FRAMING IN ATTIC OR BALLOON FRAME WALL ROOF ASSEMBLIES: MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE,WITH RBC AND IN ACCORDANCE WITH STUDS AT ALL GABLE ENDS. THE SPECIFICATIONS FOR MASONRY STRUCTURES, ACI 530.1-99. ROOF ASSEMBLIES SHALL BE IN ACCORDANCE WITH RBC. ACI 3.5 D LIMITS THE GROUT LIFT HEIGHT TO 5' AND REQUIRES A 1-HOUR INITIAL SET GENERAL NOTES TIME BETWEEN LIFTS. 1. CODES USED: 2004 FLORIDA BUILDING CODE, ACI, NDS, APA AND FOOTINGS AND FOUNDATIONS: STEEL. ASCE_7_98. ALL LATEST EDITIONS USED. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH RBC AND AS NOTED IN THESE PLANS. 2. ALL DESIGN, CONSTRUCTION AND METERIALS SHALL BE IN ACCORDANCE SOILS: STEEL CONSTRUCTION SHALL BE IN ACCORDANCE WITH RBC. WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. MINIMUM ALLOWABLE SOIL BEARING CAPACITY = 2500 PSI WOOD: 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE TO WOOD FRAMING SHALL BE IN ACCORDANCE WITH IRBC, EXCEPT AS NOTED IN THESE PLANS. SITE PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN AID REPORT SHALL 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE BE FOLLOWED UNLESS MORE STRIINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. FASTENINGS: TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILDS OR ANY OTHER THE "FASTENING SCHEDULE" IN RBC SHALL BE USED UNLESS OTHERWISE IN THESE PLANS. CONSTRUCTION FOR THIS JOB UNLESS OTHERWISE NOTED ON THE PLANS. DELETRIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR A DEPTH OF THE DOUBLE TOP PLATE SHALL HAVE A 4' LAP AND SHALL BE FACE-NAILED WITH (8) 12D SINKERS. 5. DIMENSIONS ARE SHOWN FOR REFERENCE ONLY. REFER TO ARCHITECTURAL 2'-0" BELOW THE BOTTOM OF THE FOOTING PLANS FOR ALL DIMENSIONS. IF DIMENSIONS CANNOT BE DETERMINED FROM SILLS ON CTHE ARCHITECTURAL PLANS, CONTACT THE ENGINEER OF RECORD. MASONRY STEMWALLS: 6. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS THIS SYSTEM USES A THREADED ROD (THRU-BOLT) CONTINUOUS FROM THE FOUNDATION THROUGH DESIGN. IT IS RECOMMENDED THAT THE OWNER PROVIDE TO THE CONTRACTOR MASONRY STEMWALLS SHALL BE IN ACCORDANCE WITH RBC AND AS NOTED IN THESE PLANS. THE DOUBLE TOP PLATE. THE NUT AT THE DOUBLE TOP PLATE SHALL RECEIVE A FINAL TIGHTENING A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARARTIONS NOTED IIN SEE BELOW FOR MASONRY SPECIFICATIONS AFTER THE ROOF SYSTEM IS INSTALLED TO ENSURE THE CONNECTION IS FREE AND CLEAR OF GAPS. SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS STEMWALL TO BE MAXIMUM OF (6) COURSE TALL. CONTACT ENGINEER OF RECORD IF STEMWALL WITH EXCEED TYPICAL ANCHOR BOLTS ARE ONLY REQUIRED AT 'THE FOLLOWING LOCATIONS: SPECIFIED WITHIN THESE PLANS. 6 COURSES IN HEIGHT. SPACED @ 6' O.C. AT THE EXTERIOR WALL SILL PLATE WHERE THE THRU-BOLT SPACING IS GREATER THAN 6' o.C. STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGABLE. AT THE EXTERIOR WALL SILL PLATES WHERE THE THRU-BOLT IS MORE THAN 12" FROM THE END OF THE PLATE. SHEAR WALLS WHERE THREADED RODS ARE EMBEDED 12" INTO STEMWALLS, THE TOP TWO COURSES OF STEMWALL MUST BE ACNHOR BOLTS ARE NOT REQUIRED AT INTERIOR BEARING WALL SILL PLATES. f4 FILLED. SILLS ON CONCRETE SHALL BE PRESSURE TREATED (PT) SYP #2. CONTSRUCT AS SHOWN ON FLOOR PLAN P SW-1 - ALL EXTERIOR WALLS, NAIL 6" O.C. FIELD & EDGE.CONCRETE: SUBFLOORS: FASTEN 7/16" OSB W/8d NAIL 6" O.C. FIELD & EDGE. CONCRETE AND STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH RBC. WHERE SUBFLOORING IS INDICATED IN THESE PLANS, USE 3/4" T&G PLYWOOD GLUED WITH A CONSTRUCTION SW-2 - TWO SIDED WALL, NAIL 4" O.C. FIELD & EDGE. SLAB & DRIVE 3000 PSI W/ FIBER ADHESIVE AND FASTENED PER RBC. FASTEN 7/16 OSB W/8d NAIL 3 O.C. FIELD & EDGE. INSTALL SIMPSON HHDQ1 HOLD DOWN @ EACH END. L L 6"WIDE PARAPET WALL 4 CONCRETE SLAB --- 5/8"THREADED ROD W/6"EMBEDMENT AT GARAGE/SHOWER SLAB RECESS ONLY 2)#5 CON.W/30"MIN LAP W/(1)#4 CONT.AT TOP 4"CONCRETE SLAB 6"WIDE PARAPET WALL END AROUND CORNERS ONLY AT SLAB RECESS #5 CONT.W/30"MIN. 4"CONCRETE SLAB EXTERIOR FACE �,�LAP BEND AROUND CORNERS 8"CMU GROUTED CELLS 4"CONCRETE #5 VERTICAL @ 4'-0"O.C.W/ SLAB TOP T F.F. • —�� 4"CONCRETE SLAB STUDS 6"HOOK INTO FTG.AND 12" #5 CONT.W/30"LAP SEE FOUNDATION PLAN 3 - 2" X 4" STUDS #4 VERTICAL @ 48"O.C. HOOK INTO SLAB W/6"HOOK AT BOT. FOR FTG.SIZE AND REINF. ONLY AT PARAPET WALL (2)#5 CONT.W/ 8"CMU-SEE PLAN FOR REINF. SIMPSON ANCHOR HD8A BEND AROUND CORNERS N b • 30"MIN.LAP BEND X 4'CONCRETE SLAB • j AROUND CORNERS 8 CMU GROUTED CELLS - -- -- - _ -- 1 8 - THREADED ROD DOWELS TO MATCH VERT.REINF SEE FDN.PLAN FOR (TOP OF GARAGE FLOOR) EMBEDED DEPTH #5 VERTICAL @ 4'-0"O.C. Bid Set O n N o (SEE DETAILS) #5 VERTICAL @ 4'-0"O.C. FTG.SIZE&REINF. W/6"HOOK INTO FTG. 1'-0" ONE STORY -m W/6"HOOK INTO FTG. EXISTI SLAB ` 1'-8"- (3)#5 CONT.W/30"MIN.LAP • (2)#5 CONT.W/ (2N#5 CONT. 30"MINLAP •SLAB (2)#5 CONT.W/30" 1'-4" BEND AROUND CORNERS 30"MIN LAP BEND oLAP TWO STORY AROUND CORNERS CORNERS D AROUND • • #3 BARS @ 36"O.C. �._1,-0, -y 1 BEND AROUND CORNERS 3 #5 E.W. ONE STORY #3 BARS @ 36"O.C. #3 BARS @ 36"O.C.TRANS. raven y 6" 10'" 1'-4"—� TWO STORY V-8" TRANS. #3 BARS @ 36"O.C.TRANS. (2)#5 CONT.W/30"MIN.LAP ONE STORY Peter Coalson TWO STORY Date: SLAB AT INTERIOR BEARING WALL. STEMWALL OR MONOLITHIC FTG. STEMWALL OR MONOLITHIC FTG. STEMWALL/ MONOLITHIC FTG. POST AND PIER FOOTINGS: 3/30/2007 „ _ , B1 , B2 B3 B4 B5 PARAPET SCALE. 1/2 - 1 SCALE. 1/2 - 1 SLAB STEPDOWN SCALE: 1/2 AT ISOLATED FTG. SCALE: 1/2" = 1' EPDXY SET Page: #5 BAR 48"O.C. SEE PLAN 1EXISTING SLA 4"CONCRETE SLAB 4"CONCRETE SLAB C? (TOP OF MAIN HOUSE FLOOR) /�(1)#5 CONT. SEE PLAN $„ ;- 3 #5 E.W. l 8„ (1)#5 CONT.W/30"LAP ju - -- 4 of 6 BEND AROUND CORNERS • Z — 2'-0" ----� I (2)#5 CONT.W/30"MIN.LAP 6" 10"- 2)#5 CONT.W/30"MIN.LAP — 1'-4" - - SLAB: THICKENED EDGE SLAT AT INT. NON-BEARING WALL: SLAB AT INTERIOR BEARING WALLSLAB AT INTERIOR BRG. WALL: NEW PIER FOOTING... _ . 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'se�A a r k ty} iF` i __ f� 111 � � � Xf ♦4 �- """ - b-w._..,._.. �..� . "_ _ �';._'y b §„ �� Y F .i � � �; e i i f 747� [ •' j �} - , f , .. ;''fir,...,..._ ...... ,.• _.`" - ._ -a }i► ` j *- .r. ._. - _ _ .. � _ - .+..,.nr.,...a -..a.r,....-._ _.,,...... ♦ .-.. � t Rpt } i � 4 .,_.�;.»,K.,..w.. r•A,.r,Fav , ,•. -xt.-,.'�'-'�R"'�' , nen. .., -'�-• s r r ? � .. _�. �. - � 'Y•Si,+l+1K'=i:3.,.1�1X' '#A,47�Fd6e$Nie.+ew.ta.:�M�.aGtr...,K.�;.iWIS3ufiY�ii8AW.#i5h�9li:7kxd..9ad.ve-sx+wKYb:.d'na � a . , � * _ - ' ... - - � ....,. .. .- ,..•. .,.. _ .-.,-_ a,...- ., _ _ ... ,.. ^._.. -.o. -, ._.., _ ���L S CA L E JOB No. VLEV o . ' ' • � M,'hM>�� :«•,.2F'+ '"41''#ih+# - •�.� 1t'jy`^^+°w+...,.e.a,,,.-..� mill ` r^ XAM NAL PR/JYTmsy NO 186A-24X36 r'srs ° - s ------------- Specifications' Revisions Division 1. General Requirements Yarbrough Residence : A. Contract: Construction Contrac 't w I be rovide FIprovided by a . orida Liscense Building Contractor. All permits will be provided and fees paid by General Contractor or his Sub Contractors. Building Use Residential Division 2. Metals Index : Miscellaneous metal work shall conform to AISC specifications Occupancy Group R-3 Division 3. Wood and Plastics p Y p A. Carpentry/Wood Fr mi ' Framing: All wood structural members shall be kiln dried southern yellow pine, or an approved equal, bearing the stamp of the grading agency. Provide the following stress v tionSeconds - - an e a S eta� s Construction Tee n eX, e � Type Type 5 B, Unprotected grades: Grade Fb Fv Fc E Floor Area 1854 S.F. Studs Construction 1000 100 1100 19400,000 Joists #2 1400 90 1000 1 600 Sheet oun anon an rs oor an ,000 , Basic Wind Speed 120 M.P.H. Cn Except as otherwise shown on Drawings the minimum nailing requirements are set forth in table Wind Importance Factor 1 .0 (Category II Building) 2607.1 of the Florida Building Code. Where horizontal member's sideframe Sheet - RoofElectricalPlan g to supports, use approved steel _ hangers of framing angles of the appropriate size and load capacity. See Drawings for Simposon clips, straps Wind Exposure C (Less than 1500 ft. fro and tie specifications. See attachment H for design pressure requirements. LL CCL r HighDivision O Mean ig Tide) 8. Openings A. Door Hardware: Leversets meet ANSI A156 2 series 4000 Grade standasrds and more than fulfill 1Sheet Mee n inee r n ADA requirements. The ANSI Series 40000 standard exceeds 400,000 operating cycles.Door Closers meet ANSI a) a) Grade 1 A-156.4 standards. Manufacturer used is S. Parker or equal. C] V 00 0 General Notes' ` 1. Model #: SL716ON26D o C I o Z = CN • 2. Model #: SL716OP26D N r s -Sections o n SDetails AII work tocorn I with: . . F C Mee os cp Y Q Division 9. Finishes o Building Code ------------- FBC 2004 w/ 2006 Revision A.G sum Drywall: o N Cn Yp ry U oo National Electrical Code 2� 2005 1.Re ular G sum Wallboard: ASTM C r �-''""-""""`"" g yp 36 e u lar type with tapered Ion .�- ■ g Yp p g o M uEast v i nFlorida Fire prevention Code---2004 edges, �2 thick.orte set as e a oe2.W r , 11 � ater resistant gypsum board. ASTM C630, tapered Long edges, f2 thick.Product Approval : B. Paint: Ben amin Moore�1 .Interior Paint Systems:o es * . ra Windows Alside FL1089 A. Flat Latex Finish: All areas not otherwise specified, Provide First Coast Primer, manufactured b FILL • *Doors - Jeld Wen FL5815 USG sum. Second and Third Coats Y Interior Doors. 6-8 4 Panel Masonite Yp o is Ultra Hide UH 7700 series Lated flat. *Garage Door - Mid America FL4606 B. Semi gloss finish: First coat #UH 400 alkyd enamel underbody second and third coats #YH 8000 *Roofin - Elk Co. FL5683 Series Ultra Hide Semi-Gloss enamel. . g C.Wood Painted: Wood doors trim millwork and all other interior I Interior Wood: � o wood Latex Semi-Gloss. Cassing 2 1 /4" Howe Base 5 1 /2" 0.G. Crown in main room 5 1 /4" LWN 47 Finishes i Site Plan . Drywall/ Knock Downwails & Ceilw[]g -- - --- - - _- -- - --- ---_93'- - - - -- -- - — o' I _7 + ■ I Floors: Note■ +-----Slope_---- ---- --SI - Qpm'— r o . A Foundation Surve or Properly Line Stake out s�� 4101/ rY p Y Kitchen, Entry & Family Concrete - - -- --- - - ----- 48.0.. - --- - -- shall be provided on site for the building inspector Bathrooms & Laundry Tile prior FramingInspections Bedrooms Car et - Exterior d I 4,_0 I� Exterior Walls -- Q Future Wan New Single Story Residence Hardt Board g ry Exterior V V ood 1 rel 1 1 r ' f r L Total Lot Area:8030 S.F. m Pressure Treated Total House Coverage:2456 S.F. Total Concrete Coverage: 1068 S.F. Total Lot Coverage Area:3524 S.F. (Total Lot Percetage Coverage:44% , - - --25'-0"-- — - --- 4-0 i Number Operation Size Slope Fill Away L• m From Foundation WindowSchedule Model #0401 PVC Double Hung1 Double Hung4050 Entry Walkw V :::,1 >= Alside FL1089 2 Double Hun 2020 3 Double Hung2050a)2T-0" LO 4 Double Hun 2050 - - ' Bid Set Only 5 Double Hung4050 FutureWal Drawn BY: 6 Double Hung4050 Yoor c e u e Peter Coalson 7 Double HungPR/3050 __ , APPROVED Date: owner 8 Double HungPR/3050 ITY OF ATLANTIC BEACH A 60x80 French (by —_ BUILDING OFFICE 4/11/2007 60x80 French Fiberglass Fixed Panels 9 Awnin 3030 - Be MAY 0 8 2001 C See Allowance 10 Awning3030 11 Double Hung3050BD 28x68 6 Panel Fiberglass o I E 16x8 Overhead Door / Steel 12Double Hung 4050 N Page 13 Double Hung4050 ' I 14 Double Hun 2850 fxd _ (P I I � I I 1 of 6 94'9 ". A'4y�' I 1 Plan Site - � - �� 1 1 Of Scale ----- - - --------- -- Revisions 48 1-011 481-011 8'-6" 3'-6 1/2" C '-4 1/2 '-4 1/2" 6►_0►► 6�_0�� -1 5'-2 3/4" 3'-4" 5'-2 3/4" O SW-1 T 11 10 9 SW-1 8 cv ♦^ o 0 o N VJ Heated Area - 1824 S.F. 4,_9., co REF. r-- Covered Porch Area - 40 S.F. • `!' C •� U Garage Area - 576 S.F. "' BATH - KITCHEN M N CIObo cfl ► , co Total. 2440 S.F. 0[ 00 C) 00 �" PIt, end n - k, Verify Cabinet a t = - y N � o Layout T' 12 - DINING CO O Z •— BEDROOM - ,.�� o j � > ccco 31_8,1 _ 7 Q 1 6'_O�� - �ood Above O �* O O O LO N cn 12'-4►' • 4" Fill Conrete Slab 41-811o HALL U o0 U Threaded Rod w/ Fiber on Compacted 1 r-- j 48" O.C. P c� Fill ce) O 00 00 Dedicatec Switched • -1 1 1-011 Outlet Microwave 14 N • 3068 2 N B _ _ 12'_4►� A --- - -- - - 4 3 HALL coX O • • _306 0000� Thickened Slab LO i Start Vault End Vault 3/12 Pitch 3/12 Pitch FT_ 2 #5 Bars � l o 1316T BEDROOM N 2►_6►► • _ - - _n • LO N _ 0 LIVING o Concrete Patio _ a PORCH °O p _ a n r-- C� (D rM 4'-8" • Treat Soil � - - - for Termites _ 1 „ 4-0 4►_�►� • • °° 271_51 1 I Concrete Slab o N 1 Ln PORCH ENTRY `o ' 8'-6" _' 8'-6" - - - _ _ _ _ - - _ - 1 -- — -— 611 I — — SW-1 I I 31-411 , n ► i a', I 16 Thickened 8-6 2 #5 bars LAUNDRY 00 HALL CLOSET C., I IL I- - - - - - - No. 5 Bar 4►-011 O.C. - - 2668 2668 I • I - HVAC N - \ ►► 1 00 I - 4 Concrete �r 1 o Slab I 10"x 24" Footing o `t I - LM - - - - _ 3 #5 bars N GARAGE N 6 _ N O 1- 1 O • l I N M 0 0 - _ N �; I Cn I I I WqlLr 8'-6" LO 1 MASTER BATH00 MASTER BDRM I to • N � N I 2 - 8" x 16" CMU o I L' _i C) (0 I I - 5 Bid Set Onl • A T 2 J L -- --- -- - - -- SW-2-. .-SW-2---� N 16080 i a� ��� �- " 'E ► i► ► n _ _ Drawn Bye 36 861/2 36 Peter Coalson — --- -- - - SW-1 SW-1 27,_0.. Date: 27'-0" 21'-0" 21 -0114/11/2007 48'_0" LIVING AREA 1854 sq ft Page: I Foundation Plan @ 1/4" 1 Scale Floor Plan @ 1/4" 1 Scale 2 of - ------------------------- 4 81-011 ------ - 27'-81/2" 4'-0" ---- ---------------- Revisions IN co co -13 M N SW-1 J1 -- .1-1 - ----.)f1 --__ -- — SW-1 _ Fluorescent -----------------= Garbage N J2 J2 Dis osaI - c --- — -- -- -- -r _ -- p — REF \ — v J3 J3 00 Verify Cabinet 7 T5 r ,� — ]Pendant X12 - - Layout \ �I I T6 T6 3 w, M `Flood Above / 7 to O ;-- / II T7S II a� - •5 O co Cr co � V! I Dedicated Switched L \. J \ Outlet for Microwave —1 4! / N V cc(UP . U_ sD LLT8 Q / +-+ CLI � art Vault, � M W Fay` -4-412 Pitch End Vault / (^D` `e�o - - - - WP 3/12 Pitch~� 1 W W X13 T9 T9a o ,Volt. -, / N 0Z ._ 00 o -� _ > N r - Blank Box CU Q � CO CL �-- 0 N 0 hU iCD 00 U - L WP M 1 L O . RAISED T10 CONN BEAM 1 ----- -- FRAME L i � 3 3$3 3 �'I I SW-1 CE - - Low Voltage T11 Fluorescent CE Fluorescent t a \ CE / A HVAC sD 3 3 I Switch to Fan Light _ Oand Recessed Lights N _ 1 M .6 N Door Operator T6 T4 7 T6 --- - --- — -- - -- — O O FCIPL \ I I 1 r I L —-- ---- J3 1 � I Fluorescent \ I I i 0 T3 Fluorescent �} 0o J2 - 4 O � i A L J1 I )rescent 2 f SW-2 I I SW-2 WP / N arm T2 Symbol: Description: 1 3=-� DROP SW-1 -SW-1 – BEAM ! � _-,--Fluorescent Flood Li ht s Fluorescent , I I o Garage Door Activator 23'-1" '-3 1 f " - i 011 - _ Doorbell Activator Ceiling Fan 27'-0" 21'-0" (Lighting described on plan)L I _ Recessed Light >= Truss Strap Detail: �_` - ---- — Surface Mounted Light t s Wall Mount Conical Light #: Qt U lift StrapA: StrapB: StrapC: StrapQt .-_ T1 1 897-691 H10 CS22-R - 2 ® Exhaust Fan/Light Fixture - --- - - T2 1 29 H2 110V/ 220V Wall Outlets ! Bid SetT3 4 339-418 H4 H3 - 2 ( � �Il SD Smoke Detector T4 1 897-3474-449 H10 CM STC 16 H3 3 -- ---- T5 1 1335-3243-287 H14 CMSTC16 H2 3 Drawn By: T6 2 727-1944-197 H2 CS14-R H2 3 Peter Coalson - T6 0 316-2071-383 H2 C 14 R H2.5 � S 3 - - T7 1 44 1177 H 1 R H Date. T8 3 529-966-257 H2.5T 'CS20-R H2 3 T8 0 717-985-257 H2 CS20-R H2 3 4/11/2007 T9 3 329-972-272 H2 CS20-R H2 3 I T10 3 606-447 H8 H3 - 2 T10 0 833-447 H9KT H3 - 2 T11 6 858-858 H9KT H9KT - 2 11 6 180-180-271 H2 H2 H2 3 - Pa e: J2 6 180-180-180 H2 H2 H2 3J3 6 g iI I 180-180-180 H 2 H2 J4 28 180-180-180 H2 H2 H2 3 Roof Framing Plan e 1/4" = 1' Scale J5 3 256-234 H2 H2 - 2 Electrical Floor Plan @ 1/4" = 1' Scale (See Attached Truss Plan) 78 51 3 of 6 I . N SPECIFICATIONS: STEEL REINFORCEMENT: SHEATHING: Revisions DESIG EXTERIOR WALL & INTERIOR SHEARWALL STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH RBC, ACI 318 AND AS NOTED IN THESE PLANS. PROVIDE APA RATED SHEATHING WHERE STUCCOBRICK OR STONE DESIGN CODE: 2004 FLORIDA BUILDING CODE (FBC) CONCRETE COVER SHALL BE IN ACCORDANCE WITH RBC AND AS FOLLOWS: , OCCUPANCY: RESIDENTIAL GROUP R-3 (ONE AND TWO-FAMILY DWELLINGS) 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. VENEER, OR HARDIPLANK LAP SIDING ARE INDICATED ON PLANS. CONSTRUCTION: TYPE VI, UNPROTECTED 2" FOR CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND PROVIDE APA RATED SHEATHING AT INTERIOR SHEARWALLS. BASIC WIND SPEED: 120 MPH 1 1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND FASTEN 7/16" THICK SHEATHING W/ 8D COMMON NAILS SPACED 6" O.C. WIND IMPORTANCE FACTOR: 1.0 (CATEGORY II BUILDING) VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE ALPPED FOR 36 BAR DIAMETERS OR 24", WHICEVER IS GREATER AT PANEL EDGES AND 6" O.C. AT INTERMEDIATE SUPPORTS. WIND EXPOSURE: C (LESS THAN 1500 FT. FROM CCL OR MEAN HIGH TIDE) CORNER REINFORCEMENT SHALL BE LAPPED 30". REDUCE NAIL SPACING TO 4" O.C. AROUND ALL OPENINGS. USE 3" EDGE MAXIMUM DESIGN WIND PRESSURE (PSF): NAILING IN THE LOWER TOP PLATE ON ALL EXTERIOR WALLS. ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS SW-1 INDICATES 6 O.C. NAILING IS ALSO REQUIRED AT THE BOTTOM OF ACI STANDARDS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES AND SIDE EDGES OF THE SHEATHING. OPENING SIZE (SF) EDGE ZONES (5'-0" FRMO OUTSIDE CORNERS) INTERIOR ZONE DURING PLACING OF CONCRETE. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS: SW-2 INDICATES 4" O.C. NAILING IS REQUIRED AT PANEL EDGES. _ +47 -) 5 +47 AND (-) 50 MASONRY: 48 BAR DIA. CONCRETE: 40 BAR DIA. 21-50 +45/AND (-) 56 +45 AND (-) 48 ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS. HEADERS/ JACK STUDS: 51-100 +43 AND (-) 52 +43 AND (_} 46 SLAB O N GRADE: REFER TO THESE PLANS FOR HEADER AND JACK STUD REQUIREMENTS. >1 00 +42 AND O 48 42 AND ( ) 45 UNLESS NOTED OTEHRWISE ON THE PLANS, SLAB THICKNESS IS 4". SLAB SHALL BE POURED OVER A 6 POST AND BEAM FRAMING: DESIGN LIVE LOADS: MIL. VAPOR BARRIER AND THE SOIL SHALL BE TREATED WITH TERMITE POISNON PRIOR TO POURING. ATTACH HEADERS TO POSTS W/ 2 SIMPSON CS20 FLAT STRAPS ROOF: 20 PSF 6X6 W1.4 x W1.4 WWF TO BE PLACED IN THE CENTER OF THE SLAB. WWF SHALL BE LAPPED 8" W/ 7 10Dx1.5" NAIL O " ATTICS WITH STORAGE: 30 PSF THE USE OF FIBERMESH SHALL BE ALLOWED IN LIEU OF WWF. MINIMUM FIBER LENGTH = 1/2". ( ) S TO HEADER AND (7) 10Dx1.5 NAILS TO FLOORS/ STAIRS: 40 PSF POST. ATTICS WITHOUT STORAGE: 10 PSF THREADED ROD: NOTCH HEADERS UNDER TOP PLATES AND BEAR-ON-JACK STUDS THIS SYSTEM USES A THREADED ROD (THRU-BOLT) CONTINUOUS FROM THE FOUNDATION TO THE DOUBLE TOP PLATE. OR USE SIMPSON HUC410 HANGER W/ (8) 16D TO WALL (8) 16D MATERIAL SPECIFICATIONS: 5/8" ROD 6'=0" O.C. TYPICAL ANCHOR BOLTS ARE ONLY REQUIRED AT THE FOLLOWING LOCATIONS: TO HEADER. @ ANCHOR POSTS TO FOUNDATION W/ SIMPSON ABU POST BASE CAST - IN - PLACE CONCRETE: SHALL HAVE A COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS SPACED @ 6' O.C. AT THE EXTERIOR WALL SILL PLATE WHERE THE THRU-BOLT SPACING IS GREATER THAN 6' O.C. W/ (1) 5/8" THREADED ROD SET 7" INTO FOOTING (12) 16D CONCRETE MASONRY UNITS: SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C 90 AND SHALL HAVE A MINIMUM NET AT THE EXTERIOR WALL SILL PLATES WHERE THE THRU-BOLT IS MORE THAN 12" FROM THE END OF THE PLATE. NAILS TO POST OR USE (1) SIMPSON HTT16 W/ (1) 5/8" THREADED AREA COMPRESSIVE STRENGTH OF 1900 PSI WHEN USING TYPE M OR S MORTAR (ASTM C 270). ANCHOR BOLTS ARE NOT REQUIRED AT INTERIOR BEARING WALL SILL PLATES. ROD SET 7" INTO FOOTING (18) 16D NAILS TO POST. —� GROUT: THE GROUT SHALL BE IN ACCORDANCE WITH ASTM C 476 AND SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/811THE NUT AT THE DOUBLE TOP PLATE SHALL RECEIVE A, FINAL TIGHTENING AFTER THE ROOF SYSTEM IS INSTALLED. LL- PLACED AT AN 8" TO 11"' SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS WHEN TESTED IN ROOF AND CEILING FRAMING: TM 1019 VERTICAL FRAMING. .� ACCORDANCE WITH ASTM C ALL CONVENTIONAL FRAMING SHALL BE SYP #2. REFER TO TRUSS �.., U LO REINFORCING STEEL: SHALL BE ASTM A615, GRADE 40 USE 2x4 STUDS FOR ALL EXTERIOR WALLS AND 2x4 STUDS FOR ALL INTERIOR WALLS, UNLESS NOTED OTHERWISE IN SHOP DRAWINGS FOR TRUSS DETAILS. PROVIDE 1x4 PULIN +� m � STRUCTURAL STEEL: SHALL BE ASTM A36 THESE PLANS. BRACING ABOVE THE BOTTOM CHORD OF ROOF TRUSSES AT THE SPACING i O O STEEL PIPE AND STRUCTURAL TUBING: SHALL BE ASTM A500 (GRADE B) SPACE STUDS @ 16" O.C. MINIMUM AT ALL EXTERIOR WALLS, INTERIOR BEARING WALLS AND INTERIOR SHEAR WALLS. INDICATED IN THE SHOP DRAWINGS. FASTEN W/ (2) 6D NAILS AT EACH L_ � — N �• WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185 SPACE STUDS @ 24 O.C. MINIMUM AT ALL INTERIOR NON-BEARING WALLS. TRUSS. PROVIDE SOLID BLOCKING AT ROOF SHEATHING JOINTS IN THE >,M > N N ANCHOR BOLTS AND HREADED RODS: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. USE SPF #2 (OR BETTER) FOR ALL WALLS. FIRST TWO RAFTERS OR TRUSS SPACES FRAM THE GABLE ENDS. ! O O O co d' NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. USE SYP #2 TOP PLATES AND PT SYP#2 SILL PLATES. ATTACH EACH RAFTER TO PLATE WITH H-2.5-A, ATACH EACH RAFTER AT N O ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): iN GENERAL THE THRU-BOLTS SERVE AS THE CONTINUOUS LOAD PATH FROM THE DOUBLE TOP PLATE TO THE RIDE WITH LSTA-36 24 10d NAILS. 1/2 PLYWOOD CEILING, BLOCK EDGES. O V O SIMPSON STRONG-TIE CO. PRODUCT. EPDXY-TIE SET FOUNDATION. tC� CONVENTIONAL STRAPPING" IS SHOWN ON THESE PLANS USE: ROOF SHEATHING AND DIAPHRAM ATTACHMENT. *SIMPSON STRONG-TIE CO., PRODUCT: ACRYLIC-TIE AT WHERE n -� METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR TREATED WOOD (I.E. ACQ TREATED) SHALL BE SIMPSON SP2 W/(6) 10D NAILS EACH END FOR WALL STUD TO TOP PLATE CONNECTIONS @ 32" O.C. USE 15/32" APA RATED HEATHING FASTENED W/ 80 NAILS GALVANIZED OR STAINLESS STEEL. ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR TREATED WOOD (I.E. BORATE) SHALL SIMPSON CS20 STRAPPING W/ (7) 10Dx1.5, NAILS EACH END FOR SECOND-STORY WALL STUD CONNECTIONS @ 32" O.C. 6" O.C. EDGES 6" O.C. INTERMEDIATE. BLOCK ALL EDGES. BE Z-MAX COATED. SIMPSON SP1 W/ (6) 10D NAILS TO STUD AND (4) 10D NAILS TO SILL PLATE @ 16 O.C. AND ANCHOR BOLTS AT 32 O.C. NAILS: ALL NAIL EXPOSED TO EXTERIOR SHALL BE GALVANIZED OR STAINLESS STEEL GABLE ENDWALLS: , ALL NAILS EXPOSED TO FIRE-TREATED LUMBER SHALL BE STAINLESS STEEL MASONRY: PROVIDE PALTFORM FRAMING IN ATTIC OR BALLOON FRAME WALL FASSEMBLIES: MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH RBC AND IN ACCORDANCE WITH STUDS AT ALL GABLE ENDS. ROD THE SPECIFICATIONS FOR MASONRY STRUCTURES, ACI 530.1-99. ROOF ASSEMBLIES SHALL BE IN ACCORDANCE WITH RBC. ACI 3.5 D LIMITS THE GROUT LIFT HEIGHT TO 5' AND REQUIRES A 1-HOUR INITIAL SET GENERAL NOTES TIME BETWEEN LIFTS. 1. CODES USED: 2004 FLORIDA BUILDING CODE, ACI, NDS, APA AND FOOTINGS AND FOUNDATIONS: ASCE-7-98. ALL LATEST EDITIONS USED. STEEL: FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH RBC AND AS NOTED IN THESE PLANS. 2. ALL DESIGN, CONSTRUCTION AND METERIALS SHALL BE IN ACCORDANCE STEEL CONSTRUCTION, SHALL BE IN ACCORDANCE WITH RBC. WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION OVER SOILS: WOOD: THE WORK. MINIMUM ALLOWABLE SOIL BEARING CAPACITY = 2500 PSI 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE TO WOOD FRAMING SHALL BE IN ACCORDANCE WITH RBC, EXCEPT AS NOTED IN THESE PLANS. SITE PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN AID REPORT SHALL 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. FASTENINGS. TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILDS OR ANY OTHER THE "FASTENING SCHEDULE" IN RBC SHALL BE' USED UNLESS OTHERWISE IN THESE PLANS. CONSTRUCTION FOR THIS JOB UNLESS OTHERWISE NOTED ON THE PLANS. DELETRIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR A DEPTH OF THE DOUBLE TOP PLATE SHALL HAVE A 4' LAP LAND SHALL BE FACE-NAILED WITH (8) 12D SINKERS. 5. DIMENSIONS ARE SHOWN FOR REFERENCE ONLY. REFER TO ARCHITECTURAL 2'-0" BELOW THE BOTTOM OF THE FOOTING PLANS FOR ALL DIMENSIONS. IF DIMENSIONS CANNOT BE DETERMINED FROM THE ARCHITECTURAL PLANS CSILLS ON CONCRETE: CONTACT THE ENGINEER OF RECORD. MASONRY STEMWALLS. 6. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS THIS SYSTEM USES A THREADED ROD (THRU-BOLT) CONTINUOUS FROM THE FOUNDATION THROUGH DESIGN. IT IS RECOMMENDED THAT THE OWNER PROVIDE TO THE CONTRACTOR ' MASONRY STEMWALLS SHALL BE IN ACCORDANCE WITH RBC AND AS NOTED IN THESE PLANS. THE DOUBLE TOP PLATE. THE NUT AT THE DOUBLE TOP PLATE SHALL RECEIVE A FINAL TIGHTENING A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARARTIONS NOTED IN SEE BELOW FOR MASONRY SPECIFICATIONS AFTER THE ROOF SYSTEM IS INSTALLED TO_ENSURE THE CONNECTION IS FREE AND CLEAR OF GAPS. SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS STEMWALL TO BE MAXIMUM OF (6) COURSE TALL. CONTACT ENGINEER OF RECORD IF STEMWALL WITH EXCEED TYPICAL ANCHOR BOLTS ARE ONLY REQUIRED AT THE FOLLOWING LOCATIONS: SPECIFIED WITHIN THESE PLANS. (6) COURSES IN HEIGHT_ SPACED @ 6 O.C. AT THE EXTERIOR WALL SILL PLATE WHERE THE THRU-BOLT SPACING IS GREATER THAN 6 o_C_ STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGABLE. AT THE EXTERIOR WALL SILL PLATES WHERE THE THRU-BOLT IS MORE THAN 12" FROM THE END OF THE PLATE. S H EAR WALLS .rte WHERE THREADED RODS ARE EMBEDED 12" INTO STEMWALLS, THE TOP TWO COURSES OF STEMWALL MUST BE ACNHOR BOLTS ARE NOT REQUIRED AT INTERIOR BEARING WALL SILL PLATES. FILLED. SILLS ON CONCRETE SHALL BE PRESSURE TREATED (PT) SYP#2. CONTSRUCT AS SHOWN ON FLOOR PLAN SW-1 - ALL EXTERIOR WALLS, NAIL 6" O.C. FIELD & EDGE. CONCRETE: SUBFLOORS:B F LOO RS: FASTEN 7/16"OSB W/ 8d NAIL 6" O.C. FIELD ,& EDGE. . _ SW-2 TWO SIDED WALL, NAIL 4" O.C. FIELD & EDGE. CONCRETE AND STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH RBC. WHERE SUBFLOORING IS INDICATED IN THESE PLANS, USE 3/4 T&G PLYWOOD GLUED WITH A CONSTRUCTION FASTEN 7/16" OSB W/ 8d NAIL 3" O.C. FIELD & EDGE. SLAB & DRIVE 3000 PSI W/ FIBER ADHESIVE AND FASTENED PER RBC. INSTALL SIMPSON HHDQ1 HOLD DOWN @ EACH END. 4" CONCRETE SLAB ED RO Wi " B DM ENT 6"WIDE PARAPET WALL 5!8"THREAD D 6 EM E (� AT GARAGE/SHOWER SLAB RECESS ONLY 2)#5 CON.W!30"MIN LAP W!(1)#4 CONT.AT TOP 4"CONCRETE SLAB 6"WIDE PARAPET WALL END AROUND CORNERS ONLY AT SLAB RECESS E S #5 CONT.W/30"MIN. 4"CONCRETE SLAB EXTERIOR FACE LAP BEND AROUND CORNERS - 8"CMU GROUTED CELLS 4"CONCRETE, #5 VERTICAL @ 4'-0"O.C.W/ HOOK INTO FTG.AND 12" SLAB TOP`OF F.F. 4"CONCRETE SLAB 6" • #4 VERTICAL @ 48"O.C. HOOK INTO SLAB SEE FOUNDATION PLAN �� �� - 3 2x4 STUDS CONT / S #5 ,W 3 "LAP W!6 HOOK AT BOT. (2)#5 CONT.W/ 0 N � FOR FTG.SIZE AND REINF. ONLY AT PARAPET WALL BEND AROUND CORNERS 4"CONCRETE SLAB • AROUND CORNERS 8"CMU GROUTED CELLS DOWELS TO MATCH V30"MIN.LAP BEND u OERTEREINF. SIMPSON ANCHOR HD8A x THREADED ROD (TOP OF GARAGE FLOOR) EMBEDED DEPTH SEE FDN.PLAN FOR b #5 VERTICAL @ 4'-0"O.C. (SEE DETAILS) #5 VERTICAL @ 4'-0"O.C. FTG.SIZE&REINF. N ONE STORY W!6"HOOK INTO FTG. • (2)#5 CANT.W/ AND 12OHOOK INTO SLAB (2)#5 CONT.W/30"K INTO FTG. I NG SLAB �' Set O I v - (3)#5 CONT.W/30 MIN.LAP 30 MIN LAP BEND o • LAP BEND AROUND �- g 1-4 TWO STORY 1-8 BEND AROUND CORNERS (2)#5 CONT.W/30"MIN LAP AROUND CORNERS Q #3 BARS @ 36"O.C. 1'-0..� -'l BEND AROUND CORNERS CORNERS • • r ONE STORY #k3 BARS @ 36"O.C. F-- 1,-6,. #3 BARS @ 36"O.C.TRANS. 3 #5 E.W. Drawn awn By• 6... 1 p.. TRANS. 1'-4" (2)#5 CONT.W/30"MIN.LAP 1,-8„ � #3 BARS @ 36"O.C.TRANS. 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