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HomeMy WebLinkAboutAPPROVED Plans - Carlton-Right-Impact8'-1" T.O.B. 2 " 0'-0" = Finished Floor 12 4 1 SLOPE Metal roofing and underlayment Intstalled per Product Approval as shown on sheet I over COX decking - see roof sheeting attachment diagram on roof plan. 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATION 12 5/8" thick x 8"w cut H- coral finished stucco bands 3 5/8" thick light textured stucco on t9pical concrete block construction SCALE: 1/4" sm 1'-0" Metal roofing and underlayment Intstalled per Product Approval as shown on sheet I over COX decking - see roof sheeting attachment diagram on roof plan. 3 thick light textured stucco on t9plcal concrete block construction ------------------------------------------------------------- 0'-01, Finish Columns with 5/8" thick cut coral finished stucco bands Truss mfg to provide level - return to be I" short of wall Aluminum Drip Edge t Fascia 2" x 4" Sub -Fascia 12" Kaycan full o vent vinyl soffit installed per product approval form on sheet I. 12 SLOPE],4 TYPICAL SOFFIT DETAIL RIGHT ELEVATION SCALE: 1/4' = I'-O' Product Approval Submittal Affidavit Opening Schedule Swing Doors. Overhead Doors, sliding Doors. Windows t Skylights Opening NOA/FL Product Model u Manufacturer Glass Attachment method TEST Expiration Design Pressure Type NUMBER Date of Approved Tests PP 1.2.3 FLU 239.4 Single Hun g g SH-1�OOA PGT 5/16" 1/4" dia. tapcons w/ min. 1 3/8" penetration to be spaced per product approval. Contractor shall adhere to + 65.0/-80.0 PS 44 Impact min. edge distances specified in Product approval A 20-1005.08 Overhead Model 824/811 1e'-2" max. width p,qg riots x ue to concrete oc wit i i e callwit 1) $5 bar Vert. sang 3/8' x G' Hdti HLC sleeve anchors at 8' o.c. th 1.25' dia. weshers with min. 4' edge distance. Install track to buck 3-21-22 +40.0/-44.0 PSF Garage Door g 18'-0" max height ht g Door C Om en rig (1) 5/I4' x 1 5/8' full thread lag screws ,n each bracket maintaining min. of 1.5' edge distance - GC to strictly adhere to product approval rovide �/IG' u nut washer on roller afts. B FLU 15213.1 Fiberglass Smooth Plast-Pro 1/4" dia. tapcon with min 1.25" embedment at 6" max from corners and 14.5" o.c. max. thereafter in jambs. +65.0/-10.0 Fiberglass C F L 4 251.�4 Sliding Glass Series 110 SGp PGT I" nom 1/4" dia. tapcons w/ min. 1 3/4" penetration to be spaced per product approval. Contractor shall adhere to + 60.0 PSF Door Type GSA min. 2 1/2" edge distances specified in Product approval - Product NOA/FL Model Manufacturer Attachment Method TEST Expiration Design Pressure 9 NUMBER Date of Approved Tests ns For CMU use (2) 1/4" x 2 3/4" tapcowith min 1 1/4" embedment Mullions FLU 15353.8 CM-18531 vertical mullion MI Windows and doors penetration into each Mull Clip. Attach mull to clip using (4) 410 x 1.25" self tapping screws per clip as shown in product approval. + 118.9 PSF _ Roof FLU 33818.2 5V Crim p Metal Roofing Gulf Coast Supply 2L a. 5v crimp metal roofing attached to plywood deck using #9-15 x 1.5" HWH wood screws with self sealing washer at 12" o.c. max spacing per System Roof Zone 1/2E/2R: and manufacturing g no. 5V-Type I for max pressure -94.25 pat. Install per system 1( type 2 for - q�f.25 PSF max. pressure of -131.0 psf. Fasteners shall be installed through underlag- ment and attached to/through wood sheeting attachment detail on roof ppI per plan. Plywood to be 19/32 G8' X. 2N/3/3E/3R: -131.0 PSF Underla y FL 208�6.1 DuPont Protec 160 DuPont Install two layers of Tyvek horizontal) in shingle style fashion using 4" and g 6" overlaps. Install using I" dia. metal or plastic cap nails at 12" o.c. along P g P P g Tyvek course and end laps an a single row 24" o.c. along middle line of the field I.A.W. the product approval installation instructions. Stagger top layer using 26" to full undercourse strip parallel eave edge and cover with sheet. Overly successive sheets b N." I.A.W. product approval installation instructiens. Siding Stucco on Block Soffit FLU 16503.1 „ 12 Tripple 4 Instal using " x T battens attached to wall using 3/I6" dia. with I" min. embedment into wall. Attach Soffit channel to wall using Full-O-Vent SIn le Kaycan LTD 0.091" dia. x 1.5" T-nails at 12" o.c. per detail C in P.A. Install X ± 55.6 PSF SPAN VINYL S_0FFI channel to bottom of fascia using staples into soffit and same T-nails at hem and in valle s er detail Ain P.A. hgoduct a royal) I have reviewed the above and approved It bg mg seal below. ( Architect or Engineer of Record ) 5/8" thick x 8"w CIL coral finished stucco banc I" x 4" nailer attached to level return with (2) 8d ring shank nails with min. 1.5" penetration into soffit framing NTS 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands St.uccC7 Vrl t.( pir_ai cuncrri,r -1/ v %,in%.r. _U1.1 %.vi ui block construction finished stucco bands REAR ELEVATION Metal roofing and underlayment Intstalled per Product Approval as shown on sheet I over COX decking - see roof sheeting attachment diagram on roof plan. 5/8" thick light textured stucco on t9plcal concrete block construction FRONT ELEVATION 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord 1/2" dr9wall on 2" x 'I" studs at 16" o.c. 4" concrete slab with fibermesh OR (."x(." 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill base -board 2" x 4" P.T. bottom plate Interior Non-Bearina Partition ELEVATION NOTES: - RETURN ALL STUCCO BANDS TO WINDOW OR DOOR. nts SCALE: 1/4' = 1'-0' -1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 14 J.H. --- 5/8" thick x 8"w cut coral finished stucco bands -0'-4" A.F.F. SCALE: 1/4" sm 1'-0" PERMITTING INFORMATION (FORM 100) I. 3E 2N 3R 2R 2N 2E Hill Florida Building Code Residential: 5TH Edition and ASCE 1-10 for Wind Loading Building_ Design is: Enclosed Risk Category: II Wind Speed: 145 mph ultimate 3E I. 3E - Mean Roof Height: I?'-8" Roof Pitch: 4:12 2 Internal Pressure Coefficient: ± 0.18 LLL3E Subjectability to damage from: Weathering: Negligible Termites: Vero Heavu 3 L '� 4 Width of Roof End Zone: 4'-0" Wind Exposure Classification: C 5 Adjustment factor for Exposure Height Using Allowable Stress Design and GABLE ROOF FROM Load Combination per ASCE 1-10 Section 2.4 DL+LL; DL+O.4WL; 0.6DL+O.6WL 2:12 TO 8:12 PITCH 2R Exp Height Ad j Factor: 1.00 x Load Combo Factor 0.4 = 0.6 applied below 2E I 3 2E 3 ROOF Components t Cladding Wind Pressure: Zone: 1 +21.0/-66.0 psf 2R "I Zone: 2E/2R +21.0/-88.0 psf 2E Zone: 2N/3/3E/3R +21.0/-114.0psf 3 I 2R 2E LE Components t Cladding Wall End Zone Width: 3'-0" � '� WALL Components t Cladding Wind Pressure: Zone: 4 +S4.0/-39.0 pat Zone: 5 +36.0/-48.0 pat 5 Components t Cladding Wind Pressure (NET) on Garage Door: +34.0/-31.0 pat Hg ROO; 2:12 Shear Walls Considered for Structure? Yes T s:12 ITCH Continuous Load Path Provided? es O sm Roof Zone I Are Components an Cladding Details Provided? Yes Walls Zone 4 Minimum Soil Bearing Pressure: 2,500 psi, Presumptive: X By Test: psi This Building Shall Have the Following: END ZONE Elm Roof Zone 2E/2R IMPACT PROTECTION As NOTED IN PRODUCT APPROVAL FORM ON SHEET I Walls Zone 5 CORNER ZONE � = Roof Zones 3/3E/3R ROOF LIVE LOAD: 20 sf ROOF DEAD LOAD: 16 sf Attic w/out storage: 10 sf p p g p FLOOR LIVE LOAD: 40 sf FLOOR DEAD LOAD: 1O sf Attic with storage: 20sf Roof Zone 2N ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE Digitally signed by Daniel R. Braden Date: 2021.03.23 09:16:20-04'00' 1 O O Q �L z Q < WO -1 U V � U z� z < , Nl C4 oc LU o 0 Ul =5 O ' Z Uj CD 00 < �' N N a' U < 0000 F �t L < I z Nci # ~ O t-�� Cr Cr aj ULH U LLI (a v LL L U IL N fil IV a 4J n�co >L SHEET NO: 1. OF 5. JoB NUMBER: 12-21 B moo ° o Goo B °O % ° . o ° o Aft 97770 �1o: mo FLOOR PL/4N " AREA CALCULATIONS TYPICAL NOTES: SCALE 1/4" = 1'-0" CR/4SH FOST DETI,41L >�I_T.s. Living A/C = 144� sq, ft 1. Contractor to verify ALL notes and dimensions prior to w.H. = Water Heater 36" high by 4" diameter Front Porch = 141 sq. ft. proceeding with work. steel crash post. Floor Flange 4 - 3/8" Rear Porch = 200 sq. ft. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. with expansion bolts into Garage = 321 f t. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 5O ksi steel plate) sq. a minimum 1,400 P.S.I. fiber stress. 6 Total Under Roof= 2108 sq. ft. 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2%2' 2%'" Total Cubic Ft = 11,F)Id8 ALL Concrete used for vertical filled cells, cont, tie beams etc., to o '2 '2 shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix m 1 o 2' VTR �. Drywall at ceilings shall be leveled and attached to bottom chord 81" 2�2„ 1 of trusses with screws per FBC R-102.3.5. 02r2" __ � 2" I -1. ALL wood in contact with concrete shall be pressure treated. o O MABATH I STER2 „ 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. LAV-I 9. ALL plumbing fixtures to be low flow. '2 2„ LAV-I I 10. Contractor to Provide Drain at water heater in accordance 2„ with the current edition of the Florida Plumbing Code. 2" wn-I 11. Contractor to Provide a 2'-8" wide door at one bathroom for we-IIt handicap accessibility requirements. 2,," 2,2" 2' VTRJIL 2' AAV LAUNDRY 2„ " 12. Lowest finished floor to be set by Governing Building Department �2' /Z s i 3 BT-I „ surveyor to set in field. 6 I 2" KTICHEN „ 13. Separation between residence and garage shall be per FBC R302.Il LAV-I11 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door 2" 3„ 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 1�. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 BATH �c2 we -I 3" 1 -1. All exposed attic insulation materials installed on attic floors shall have a critical radiant 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 comply with F.B.C. R31� - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C36, C19, C415, C514, C�30, C931 To septic C1002, C1041,C11-1-1, C1118, C12-18, C1395, or C139and shall be installed according to the following: (FBC R102.3.5) Dr wall y Thickness Location Orientation Framing Member Max. spacing P 9 of fasteners Nail sizing options for dr Spacing installation of wall into Maximum Nails Screws wood framing mein ors 2" x min. thickness Ceiling Perpendicular 24" �° 12" 13ga 1 3/8" long with 19/64" head 0.098" diameter x 1 1/4" long /2 annular -ringed or 5d cooler nail OR Walls Either 16" 8° 16" 0.080" dia. x 1 5/8" long with Direction 15/64" head OR Gypsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" -11, 12" 13ga 1 5/8" bong with 19/64" head OR 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail $ OR Walls Either I6 „ 8 II 16 0.092" dia. xx 1 1/8" long with Direction 1/4 head OR Gypsum board nail 0.0915" dia. x I '1/8" with 19/64" head. 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, 413�.l and A13-1.1 20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM C1288, C1325, OR C1118 and installe I.A.W. manufacturers recommendations shall be used as backer for the wall the 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 accompanging smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R31�. Window Schedule Mark Size Rou h Coen. Window Description PRESSURE ZONE I. 4'-5 %8" x 5'-3 %8" 54 %8" x 63%" Single Hung ZONE 4 2, 6'-2%8"x 5'-3 �8" 15" x 63 �q" Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 21 �/2" x 31l Single Hung ZONE 4 4. 4'-5 %'1 x 4'-2 %8" 54 %8" x 54 y8" Single Hung ZONE 4 ALL Windows t0 be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet 1 ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manuf acturer s specs prior to construction D oor S chedule 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 it 41 %"x 83 iq" Fiberglass Panel - Inswing ZONE 4 ill X it 14" x 81 �2" f e oecssC Sliding Glass Door ZONE 4 D 2'-0" X Ill Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2" E X-C' X ill Solid Core - Wood - 6-Panel F 5'-On X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold 8"x6-8"xIG 2' Solid Core Wood, Steel, or Masonite Door 20 min. rated at garage H 2'-8" X Ill Solid Core - Wood - 6-Panel J 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X Ill Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures Stated In permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET Ul All rough opening dimensions to be verified by contractor wlth manuf acturer s specs prior to construction Install doors thru buck into block using tapcons as stated in product aroval form on sheet I. Exterior face Buppp ck to be Z x 6" PT of wall are See product approval for hinge screw into wall req. Detall at Door NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Install windows thru buck into block using tapcons as stated Exterior face in product approval form on sheet I. of wall 11 ItVaries I"x4" P.T. Buck nailed to Detail lock with case hardened nails at UJlndows prior to window attachment NTS Metal roofing and underlagment intstalled per Product Approval as shown on sheet I over CDX decking - see roof sheeting attachment diagram on roof plan. Truss mil to pprovide level return to be I" short of wall Aluminum Drip Edge ill Fascia 2" x 4" Sub -Fascia 12" Kaycan full o vent vinyl soffit installed per product approval form on sheet I. I" x 4" nailer attached to level return with (2) 8d ring shank nails with min. 1.5" penetration into soffit framing 5/8" thick light textured stucco on typical concrete \ block construction 45 bar vert. w/ 30" overlap at each filled cell 12 4 !�3" PLUMBING RISER PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings bg manufacturer) " \R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (1) 45 bar cont. in each row. Substitute precast lintel filled with concrete and (1) 45 bar cont. for bottom row over openings 1/2" drywall over 1" x furring strips at 16" o.c. with R4.1 Pi -foil Insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC Rill and Mortar Joints shall comply with FBC R4071.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with grout and (U 45 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted Masonry Beam Wood see foundation plan notes for ase spacing at openings I" x `" P.T. Buck nailed to 4" concrete slab with fibermesh OR block with case hardened nails prior to door attachment head 6"x6" 410/10 WWM on 6 mil Visqueen over and jambs clean compacted termite treated fill .: Install SGD Frame thru buck into block using tapcons as stated Grade in product approval form on sheet I. .00 II�I- 14"w x 18 Concrete footing 1111 with (2) 45 bars cont. and 45 14" transverse bars at 48" o.c. TYFIC,4L SECTION Scale 1/2" = 1'-0" Verify sill attachment req. with product approval on - sheet I. bc v Head Bottom Track Sill OPTIONAL PATiO/SLAB 2„ I �r N 12" x 12" Concrete column block filled with concrete and (2) 41 bars vert. tied Into lintels above Covered Porch 8'-0" to Vaulted oiling GRLAT RgoM I I 8„ EGRESS Rod " Shelf 6,_4„ 12'-8" I I I �I '-8" A.F2" x 6" nee -wall 8'-0" to 9 CLOSET Vaulted Ceiling I below counter top !Y DINING I I =Rod ROOM I D� `� 8Shelf Vanity to be I / 34 %2 „ high I .0 q1 4„ (41") O High Wall o I 3'-81, J KITCHEN r� .. CO 1 " 8'-0" A.F.F. Flat Ceiling SECOND m BEDROOM N N I 03 Vanity to tie 34 %2 " high H.B. O � I C BATS X m Is" LINEN I-I/2 - - O I - Uver7ang 8'-0" A.F.F. N Flat Ceiling - 4 -I 10' Upper cabinets to extend over Ref. N �an a Ref. c Wa e N ®LJ I � H.-II Batts sulatic � 4"0 Steel Ballard m I I del 22' 54• detail on this sheet X p Attic Access Provide auto L-----� ath fight 1 closer �< IS I 22" � mp m Panel © i E rGRESS Y GARAGE r ;�J EGRESS JILJI w I IUI lJI IUI Y = I O Q CC VER D 12 x 12 concre a column block filled Iith concrete and (2) 41 bars vert. tied into lintels above 2„ ling door ypical Flooring 8'--4 AFF O Flat Ceiling O r-----------------i Block wall in I garage to be I struck block I I I I I I I I ® I I I 4'-2" 2,_8„ 2,_8„ 3,_5„ 9,_o„ 15'-10" I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall ---------------- Install SGD Frame thru buck into block using tapcons as stated in product approval form on sheet I. Jamb Sliding Door Detall At Masonry Wall NTS IU .. _ 1J� CID n � `r to O Ilk �m fa W QL LU ILL W F- O Vent ryer / throug wall eter O I N N OL UJ O O jL1 = u 0 W< > U) oou O N - � 4 M00 4 ' �- - t t L < I z 0000 N Q3 O r. -. v � il! 3 � 1 L4 X -1 L U to LL 4--)LL re r r- SHEET NO: 2. OF 5. JOB NUMBER: 12-21 D6 °° °D�c Digital) y signed by 0 o 0°��°°���° ���44 ° Daniel R. Braden q_� o AR9770 Date:2021.03.23 �o 09:16:36-04'00' FOUNDATION PLAN STRUCTURAL NOTES: scnLe: 1/9° = i-o° 1. ANY CHANGES TO THE PLANS MUST BE SUBMITTED TO THE II. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY ARCHITECT FOR APPROVAL BEFORE PROCEEDING WITH FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONSTRUCTION 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION 12. CONTRACTOR TO PROVIDE SOLID FILLED CELL AND #5 BAR VERT. AT OF ALL NOTATION AND DIMENSIONS PRIOR TO START OF -48" O.C. MAX. PROVIDE (1) FILLED CELL ON EACH SIDE OF OPENINGS CONSTRUCTION UP TO 5'-11" WIDE. PROVIDE (2) FILLED CELLS ON EACH SIDE OF OPENINGS 6'—O" WIDE AND UP. VERIFY ALL FILLED CELL LOCATIONS WITH FOUNDATION 3. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL PLAN. BEARING CAPACITY. IF ANY SUB —SOIL, MUCK OR NON —UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN 13. DESIGN LOADS ARE AS FOLLOWS: PROPER ENGINEERING DATA FOR DESIGN. SEE PERMIT INFO BOX ON SHEET I. 4.. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 1,4. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS A-35 SPECIFICATIONS. ALL ANCHOR TO BE A — 30-1 STEEL. 5. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO 15. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, 6. SLAB ON GRADE TO BE A MINIMUM -f" THICK W/ 6X6 10/10 SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 16. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH FOOTING: 3" MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. BEAMS: 1-1/2" LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS 1-1. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 18. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND Iq. ALL STANDARD STRUCTURAL LUMBER SHALL BE SYP WITH A MINIMUM COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY SOUTHERN YELLOW PINE 42. MIN. Fb AS FOLLOWS: PROCTOR VALUE. 2" x -f" = Fb 1,500 PSI 2" x 10" = Fb 1,000 PSI 8. 2" x 6"/8" = Fb 1,200 PSI 2" x 12" = Fb 915 PSI GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 20. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE ATTENTION OF THE ARCHITECT. PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. q. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER 21. CONTRACTOR TO PROVIDE FORM BOARD SURVEY AND FURNISH FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR TO TRUSS MFG PRIOR TO TRUSS CONSTRUCTION FOR ACCURACY TO FIELD 10. CONTACTOR TO VERIFY ALL RECESS THICKNESSES AT SHOWERS FLOOR FINISH CHANGES, SPECIALTY EQ. ETC... 45 bar vert. w/ 30" overlap Fill cell with concrete and at each filled c (1) 45 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted Wood see foundation plan notes for Thicken edge to 8"x8" Base spacing at openings with concrete and 4" concrete slab with flbermesh OR 4,' concrete slab with flbermesh OR one 45 bar continuous 6 xO/10 on 10 mil Visqueenover 6 x6 410/10 WWM on 6 mil Visqueen over clean pacted clean compacted termite treated fill GRADE Grade P cc - ° I1 m � IIII IIII I ,I IIII IIII IIII -�.� I IIII IIII111111 — IIII 14% x 18"d Concrete footing -IIII IIII— with (2) 45 bars cont, and 45 3, transverse bars at 48" o.c. 3" 14" F I TYPICAL FOOTING DETAIL J SCALE 1/2" = 1'-0" 4" concrete slab with flbermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 45 bar cont. Step per foundation plan m 3 (2) #5 bars Cont. bottom steel Io° 12" DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) ttl bars vert. tied Into lintels above Top of footer 16" below finished floor 12L�O�, F - — � H r�� I� II 30"x30"xl6" concrete r column footing with (4) 45 bars each way 30" 3 COLUMN FOOTING DETAIL SCALE 1/2" = 1'-0" PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" 45 bar vert. w/ 30" overlap at each filled cell 45 bar cont. in curb Fill cell with grout and (U 45 bar vert. (typical). Max. spacing shall not exceed Curb height Wood 48" unless otherwise noted Verify based on Base see foundation plan notes for foundation plan spacing at openings 4" concrete slab with flbermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Grade I II7 IIII— II �� EEI [,:k 1411 w x 18"d Concrete footing .11 with (2) 45 bars cont. and 45 transverse bars at 48" o.c. GARAGE CURB DETAIL II I SCALE I/2" = I'—O" Contractor to provide proper foundation chairs for proper steel installation 2" x 6" PT wood secured with \ Corner Steel L a p 1/2"dia, x 6" expansion anchors with 2" sq, washer at 18" o.c, overhead door track secured to wood n t S jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED N T S IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. FOOTING SCHEDULE Mark Size Description FI 14"W x 18"0 MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS F 30" x 30" x I6"0 COLUMN FOOTING WITH (4) 45 BARS EACH WAY F4 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS F5 14"W With x 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS - CURB 9 0'-0" Filled Cell Masonry Column With One 45 From Footing To Beam Each. Filled Cell Masonry Column With One Grout fill To Be 3000 PSI 45 From Footing To Tie Beam See Floor Plan For Location Grout fill To Be 3000 PSI Double Filled Cell Column NTS See Floor Plan For Location :f. Single Filled Cell Column NTS IU OPTIONAL I o PATIO/SLAB I 20'-0" I '10F4I 14' O„ F4 I J OO 0 0 I I I I I I I I 00 OO Pi t--11--1-L� F F4 3 FO iFI O LFilled cell under girder above i FI Rear Patio/Slab I � W 21 to be poured separate -7 L from the house slab. I L r I Thicken footing to 24"w x 14"d x 24"L n I under filled cell FI under girder bearing. Dr— — — —— —I----- Rear Patio/Slab to O I be flush with bottom of _ I sliding door recess. Slope 1/2" I I I-i I II -i o' I I FI I I to O I 32'-8" H.B. O I 41, concr to slab with fibermesh OR 6 x6 #10/10 WWM on 6 mil Visqueen over o O clean co patted termite treated fill I I FI I I I,� I ICC/ F- o IN i oil m i O I o I O o — — — — — — — — — — — o 4"0 Steel Ballard L I # 1 W _/� I 0 filled w/ Concrete o3 pal I I QCo- F5 dI o `` I o l�l I Q3- L� _ °'0 I I � �� I v I >_ I �—v I I _ E +' I � E � L OO I 0 o� 110 q3� +, =_3 O i - ol OQ3a Ir 0 0 IF4 O �I X I� 0L---- - ---- - - - I(- J 4 00 00 1.5" Recess for 00 DO 3 F 2„ 3,_5„ Garage Door q,_O„ 31_S„ 12" x 12" concrete column block filled with concrete and (2) 41 bars vert, tied into lintels above 0 N I m I N co to to Ilk �I �m o N a U I fa f U 0 (Y OL W o O LU = u O .Z 00(04 W tn00u O ��� < i z NN cr oO il! U 3 m � 3 ~ W � L U to LL N LL in 0C r v a < tr 4-2 to Q L fo SHEET NO: 2- OP 5. JOB NUMBER: 12-21 B Digitally signed by o 0 0°�RC O��014 °o Oa N ° Daniel R. Braden �: Gam° AR97770 Date:2021.03.23 ova° 09:16:48-04'00' Provide 45 bars with 12" min. lap into beam and 48 bar dia, into vert. filled cell. Provide Cast -Crete 8U16-IB/IT precast - lintel set in mortar Min. 8" Bearing Fill lintel solid with grout. #5 cont. beam steel to run through lintel and tie to down rods in ,Iamb cells. , Provide PT Buck attached per ,Iamb letails into filled ce 4" Pre -cast Sill rout Filled Cell Provide 45 bars with 12" min, lap into footing and 48 bar dia, into vert. filled cell. Concrete Footing See foundation plan for for exact sizes DETAIL AT WINDOW OPENING IN CBS WALL Verify with Plan Concrete /Lintel � I Rebar 48 Bar Dia. Min. Overlap Scale: 1/2" = 1'-0" 12 "x 12" Column Block Rebar Column to Lintel /4ttachmnt NTS BEAM SCHEDULE Mark Size and Description Two rows of beam block filled with concrete and 1 45 bar BI continuous in each row. Hook vert. bar over top bar with 5 90° bend bar with a 10" min. lap at top bar. Additional Precast Lintel 45 bars Lintel Bar Clear "A" B r ` ~."I P % •: •� CLEAR Length Length Span Bars Bars 2'-10" 2'-8" I'-6" 2,U3 none '�----�'----�' IL ---- All 3'-6" 2'-2" 2,U3 none 8F8-0B/IT BPS-IB/IT BPS-IB/2T Additional `� -0„ 3'-10" 2'-8" 2,43 none #5 bars CLEA '"!:` 4'-6" 4'-4" 3'-2" 2,43 none ne Row of "H" Block Above 5'-2" 4'-0" 2,3 none r Precast Lintel _'� none Additional ''.`: 2,U4 none #5 bars _1'-0" 6'-2" 2,45 none SFIt.-IBAT SFIL-I13/2T 8'-4" �'-10" �'-O" 2, 5 none NOTES: I. min. coverage of steel=1.5" 2. min. bearing required 0 ea. end=8" ALL reinforcing steel is grade G0. 3. standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION l PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Dow Unit Width Lintel Size Specification Rows of H' Block Above • Bottom Steel Size Top Steel Size Max. Gravity Load (PLF) Max. uplift Load (PLF) Max. Lateral Load (PLF) L22 X-2' V-L' 8FIL-IB/IT ONE I u5 1 #5 L113 3541 2854 L31 T-0 3'-1' 4'-O' 8FIL-IB/IT ONE I u5 1 #5 2431 3019 2128 L45 4'-5' V-10' 8FIL-IBAT ONE 1 #5 1 #5 4360 2093 946 L50 W-0' V-L' 8FI6-IBAT ONE I #5 I #5 3480 1880 1204 LLO V-8' T-L' 8FIL-IBAT ONE 1 85 1 #5 2LL1 I1,34 891 L80 8'-O' T-4' 8FIL-IBAT ONE 1 85 1 #5 1843 1133 139 L90 9'-0' 10'-L' 8FIL-IB/IT ONE I u5 I #5 1 1533 914 5141 L90B T-Off 10'-L' 8FIL-IB/IT ONE I u5 1 #5 1533 914 519 WOO 10'-0' ll'-4' 8FIL-IB/IT ONE I u5 1 #5 13LL 198 L04 LIOOB 10'-0' ll'-4' 8FIL-IBAT ONE 1 #5 1 #5 13(sL 198 404 L120 IT-O' 13'-4' 8FIL-IBAT ONE 1 #5 1 #5 1015 LOL 433 L120B IT-0' 13'-4' 8FIL-IBAT ONE I a5 1 #5 1 1015 404 1 433 L140 14'-0' 15'-4' 8FIL-IBAT ONE 1 85 1 #5 1 1250 485 341 LILO IL'-O' IT-4' BPS-IB/IT ONE 1 85 1 #5 1 950 404 251 LIOOB IL'-O' IT-4' 8FI4-IB/IT ONE I #5 I #5 950 404 251 - ALL LINTELS SHALL BE MADE BY CAST-CRETE OR LOTTS LINTELS - 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. hVIA QW5 MA MA QW5 QN!"' OWN MINA, MA '0PAWMAr QW5 hW1A 0110A -III, har, he FA k"WIN ii "Ime IsW11141*11 4L Lii Ke Zone Ede Field Fastener Pressure 8d ring shank % psf 2E, 2R 4" 4" 8d ring shank 84 psf 2N/3E/3R -4" 4" 8d ring shank 84 psf SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4' blocking to vert. leg of truss with IOd x 1.5 nails at 4" o.c. Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss R-19 t 3LOCKING DETAIL )ER STRAPPING TER BEARINGS POINT 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/32' COX Plywood nailed at 4" o.c. in field and edges with 10d ring shank nails into studs. Metal roofing and underlayment intsta lied per Product Approval as shown on sheet I over COX decking — see roof sheeting attachment diagram on roof plan. \ Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails f 24" o.c.) supporting Max. 1810lbs. uplift Truss mfg to pprovide level return to be I" short of wall Aluminum Drip Edge t Fascia 2" x 4" Sub -Fascia 12" Kaycan full o vent vingl soffit installed per product approval form on sheet I. I" x 4" nailer attached to level return with (2) 8d ring shank nails with min. 1.5" penetration into soffit framing 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above thicken edge to 8"x8" with concrete and one 45 bar continuous BEYOND Top of footer 16" below finished floor 12 4 Aluminum Drip Edge t Fascia Flash and Counter f lash Nail ledger to gable end truss with (2) 10d n4ils at each web 5/8" thick stucco on 3/8' hi —rib lath attached to horizontal and vertical wood framing with nails or staples to provide no less than I-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Wood Base Trusses at 24" o.c. >e shop drawings I others ceiling transition � ' ded using metal studs erify exact configuration :es R-30 Batts -19 batts Drywall celling see typical section C clung transition Insulation D eta1l nts Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEER4--D WOOD TRUSSES 24"o.c. TYPICAL ( shop drawings bg manufacturer ) 0 W R-aO blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete ETA 20 _and (1) 45 bar cont. in each row. Substitute precast lintel filled with concrete and (1) 45 bar cont. for bottom row over openings 1/2" drywall over I" x furring strips at 16" o.c. with R4.1 fi-foil -insulation on typical 8" Block walls All drywall to be installed per FBC R-102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportionedperFBC R601.1 and Mortar Joints shall coinply with FBC R40-1.2.1. Provide Dur-O-Rock at all wet areas (ex, showers, tubs etc...> Fill cell with Grout and (I) bar (typical). ROOF: F L -Max. spacingg shall not exceed/4 I Y 48" unless otherwise noted see foundation plan notes for spacing at openings — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET — ROOF PITCH AT 412 UNLESS OTHERWISE NOTED ON THIS SHEET Step per foundation plan 4" concrete slab with fibermesh OR 6"x(V 410/10 WWM on 6 mil Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER `9 Slope per foundation plan °D clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO T H E ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. v ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER - 11 ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR III _ I1I, 14„ �I TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION I I I I I I I I I I- F3 T I c a l Section t I On � t Front on t P Or C i1 CONTRACTOR TO PROVIDE FOR CORM BOARD SURVEY AND TO b PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO Scale : 1/2 = I -O TRUSS CONSTRUCTION Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8' dia. threaded rod with min 12" embedment ( 2�f" o.c.) supporting Max.into PP g beam (22) IOd either wet nails into set or in epoxy with truss. Add blocking to 1810 lbs. uplif t ETA 20 truss leg per detail on this sheet 110 N L90 BI L90 BI L90 BI W J N O ib LO BI BI LLO 1 I_I I I 12 ' L BI I cn ,, SLOPE -4 LLI U 12„ U I I U BI I� ° L E LURE I U1 N 111 0 rn I I � C4 z F � I � I L_I 1 �- � L ByBI L31 .: I -- -- -- __ -- --1J Metal roofino and underla ment intstalled er Product Approval Us shown Uri sileet. I ovel I.-L, attachment diagram on roof pla . BI r_•_ .- I 1 1 d Attic Access with light 1 12 L - - -_ -- SLOPE1-4 BI I I I U up T ( P 1 ( T S ted T S 8'-O" MAX. LABI � L31 — -- Z 12" I j BI I I I p j BI L31 .._'. 0.4 BI I BI I I I BI L45/Zrz BI BI L90B 0 lax. W N - O V_ BI LO I BI BI 50 on hurrica anc ( .C.) 1810 E T r a uppo lbs. u 2 eachtrus tin lift i LT00 4 N � J O z a/�C Digitally signed by Daniel R. Braden Date: 2021.03.23 09:17:01-04'00' to O ,1 N UJ OOL O 111 =3 p ' W Z �' Ln 00 O < Q N N �; U Mfg v < z N N Q3 I � a- iUU 3 ~ W �xv LL L_ U di LL r N v r- 3 4J d) SHEET NO: 4 . OF 5. JOB NUMBER: 12-21 B SOU. ° °° ° o c ° ° O R. oRa o�$So�� ° ® 00 l� o" AGE 97770 O \ "U�D nnQ