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Home My WebLink AboutAPPROVED, Plans-Windsor-Right Rear-Impactt Metal roofing and underlayment intstalled per Product Approval as shown on sheet I over CDX decking - see roof sheeting tachment diagram on roof plan. 3/8" thick light textured .tucco on typical concrete 12 block construction SLOPE]4 .6 -------- 66:_ 5/8" thick x 8"w cut coral finished stucco bands RIGHT 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. 12 4 SLOPE 2" o.H. ra PER GRESS 3 0'-0" = Finished Floor ------------------- --------------- LEFT ELEVATION 5/8" thick light textured stucco on typical concrete block construction 5GALE: I/1V = 1'-U- Product Approval Submittal Affidavit Opening Schedule Swing Doors. Overhead Doors. Sliding Doors. Windows t Skglights Opening NOA/FL Product Model � Manufacturer Glass Attachment method TEST Expiration Design Pressure 9 Tgpe NUMBER Date of Approved Tests 1.2.3 FLU 239.4 Single Hun g g SH-1100A PGT 5/16" 1/4" dia. tapcons w/ min. 1 3/8" penetration to be spaced per product approval. Contractor shall adhere to + 65.O/-80.0 PS t4 Impact min. edge distances specified in Product approval A 20-1005.08 Overhead Model 824/811 Is'-2" max. width DAB nits x uc to concrete blockwith i i e cellwith ) a5 bar vart. using 3/8' x L' Hdu HLC Sleeve anchors at 8' o.c. th 1.25° dia. washers with min. 4' edge distance. Install track to buck 3-21-22 +40.0/-44.0 PSF Garage Door g 18'-0" max height g Door C om an rig fU 5/IL• x 1 5/8' full thread lag screws m each bracket maintaining min. or 1.5' edge distance - GC to strictly adhere to product approval rovida 11/10 pushnut washer on roller shafts, B FL# 15213.1 Fiberglass Smooth Plast-Pro 1/4" dia. tapcon with min 1.25" embedment at b" max from corners and 14.5" o.c. max. thereafter in jambs. +65.0/-10.0 Fiberglass C FLU 251.4 Sliding Glass Series -1�0 SGD PGT I" nom 1/4" dia. tapcons w/ min. 13/4" penetration to be spaced per product approval. Contractor shall adhere to + 60.0 PSF Door Type G5A min. 2 I/2" edge distances specified in Product approval - Product NOA/FL Model u Manufacturer Attachment Method TEST Design Pressure NUMBER Date of Approved Tests For CMU use (2) 1/4" x 2 3/4" tapcons with 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 26 a. 5v crimp metal roofing attached to plywood deck using 49-15 x 1.5" HWI� wood screws with self sealing washer at 12" o.c. max spacing �er System Roof Zone 1/2E/2R: and manufacturing g no. 5V-Type I for max ressure -94.25 psf. Install per system V type 2 for max. pressure of -ISI.0 psf. Fasteners shall be installed through underlag- - g4.25 PSF ment and attached to/through I wood per sheeting attachment detail on roof plan. Plywood to be 19/32 CfYX. 2N/3/3E/3R: -131.0 PSF Underlay FLU 20816.1 DuPont Protec 160 DuPont Install two layers of Tyvek horizontally in shingle style fashion using 4" and V overlaps. Install using I" dia. metal or plastic cap nails at 12" o.c. along 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" undercourse strip parallel to eave edge and cover with full sheet. Overlap successive sheets by 26" I.A.W. product approval installation instructicris. Siding Stucco on Block Soffit FLU 16503.1 „ 12 Tripple 4 Full-O-Vent Single Kaycan LTD Installusing " x battens attached to wallusing / 6" dia. with I" min. embedment into wall. Attach Soffit channel to wall using 55.6 PSF 0.091" dia. x 1.5" T-nails at 12" o.c. per detail C in P.A. Install X ± SPAN VINYL S-OFFI channel to bottom of fascia using staples into soffit and same T-nails at hem and in vallegs detail- A in P.A. (product approval) _p.jr I have reviewed the above and approved It bg mg seal below. ( Architect or Engineer of Record ) COVERED PORCH Finish Columns with / 5/8" thick cut coral finished stucco bands Truss mfg to pprovide level - return to be I" short of wall Aluminum Drip Edge t Fascia 2" x 4" Sub -Fascia Kaycan full o vent vinyl soffit installs per product approval form on sheet I. 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 typical concrete block construction REAR ELEVATION 211 \�1" x 4" nailer attached to level return with (2) 8d 77 ring shank nails with min. 1.5" penetration into soffit framing TYPICAL SOFFIT DETAIL NTS 5/8" thick x 8"w cut' coral finished stucco bands Metal roofing and underlayment intstalled per Product Approval as shown on sheet I over COX decking - see roof sheeting attachment diagram on roof plan. 12 4 [_SLOPE � n 1/2" drywall ceiling on truss bottom cord 2" x 4" top plate 1/2" drgwall on 2" x 4" studs at 1(." o.c. 4" concrete slab with fibermesh OR 6 x6 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill base -board 2" x 4" P.T. bottom plate Interior Non -Bearing Fdrtltlon nts ELEVATION NOTES: RETURN ALL STUCCO BANDS TO WINDOW OR DOOR. 12 SLOPE 4 5/8" thick x 8"w cut coral finished stucco bands 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 (V o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. FRONT ELEVATION SCALE: 1/4" = 1'-0" PERMITTING INFORMATION (FORM 100) I. 3E N R 2R 2N Florida Building Code Residential: 1TH Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Speed: 145 mph ultimate Mean Roof Height: II '-8-8" Roof Pitch: 4:12 11°-20°) ` 2ELLLLLL 3E I LL Internal Pressure Comae cicient: ± 0_I8 3E __ Subjectabilitg to damage from: Weathering: Negligible Termites: Vero Heavu 2WL LL2E 5 Width of Roof End Zone: 4'-0" 3 .4LL L 3E Wind Exposure Classification: C LL Adjustment factor for Exposure Height Using Allowable Stress Design and Load Combination per ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; O.4DL+O.4WL 5 Ex Height Ad Factor: 1.00 x Load Combo Factor 0.4 = 0.6 applied below P 9 J PP GABLE ROOF FROM 2.12 TO 8:12 PITCH ua GABLE ROOF Components t Cladding Wind Pressure: ressZone: l 2E +15.0/-39.0 psf Zone: K 2R, 3E +15.0/-51.0 psf 2R Zone: 3R +15.0/-69.0 psf 2R I 3 2E HIP ROOF Components t Cladding Wind Pressure: 2E 3 Zone: 1 +18.0/-31.0 psf 2R Zone: 2E/BE +18.0/-41.0 psf 2E- Zone: 2R +18.O/-53.0 psf 3 I 2R Components t Cladding Wall End Zone Width: 3'-0" L"LL 2E 5 L 3 WALL Components t Cladding Wind Pressure: Zone 4: + psf p 9 23.0/-25.0 4 Zone 5: +23.0/-31.0 psf Components t Cladding Wind Pressure (NET) on Garage Door: 5 Zone 5: +32.0/-41.0 psf P ROOF 2:12 Shear Walls Considered for Structure? Yes 0 8:12 PITCH Continuous Load Path Provided? Yes O as Root 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 p = Roof zone 2E/2R APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER: Walls Zone 5 CORNER ZONE M = Roof Zones 3/3E/3R ROOF LIVE LOAD: 20 psf ROOF DEAD LOAD: 15 psf Attic w/out storage: 10 psf FLOOR LIVE LOAD. JQ_ pst FLOOR DEAD LOAD: 1O sf Attic with storage. 20 pat Roof Zone 2N ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUA FOR ONE YEAR FROM THAT DATE Digitally signed by / Daniel R. Braden _r. Date:2021.06.10 4�L 15:06:14-04'00' U QC n� 1� QL U, Ell I (VI 0 cv LL o W JU o z W (D m 1O z Ln OD 13 NN , U I < (p OD ODOD Q Z NN # 0 H �r� Cr V rr� ,_ U (X0 LL !L U d) IL ly ric 4J _11111111111111s L_ 1� L II SHEET NO: 1. OF 5. JOB NUMBER: 1515 9 B o ��ot . u iD, °o 0 oa ° 1� o AGE 977770 0. R;m_a�D°Gp�� n� FLOOR PLAN Recess top plate 6"w x 3/8"d Counter top - verify type 41, I'i C f � sll soi its a I" T with contractor TYPICAL NOTES: SCALE 1/4" = 1'-0" I. Contractor to verifg nodimensions p Water Heater 36" high ALL notes and dprior to h b " diameter W.H. = � � proceeding with work. steel rah st Floor 2. Contractor to STRICTLY enforce ALL OSHA Requirements. Flanq_R€te iitt?t' t cr pendtandgle Base cabinet expala€1w n ibter,r6focounter. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab steel plate) a minimum 1400 P.S.I. fiber stress. 2" x 8" wood studs 4. No dissimilar metals to touch. 1diumall at 14" o.c. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2%2" 2%2" 2" x 8" PT wood plate 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 0 6. Drywall at ceilings shall be leveled and attached to bottom chord 2%2" KITCHEN ISLAND FRAMING DETAIL of trusses with screws per FBC R-102.3.5. 0 2 1. ALL wood in contact with concrete shall be pressure treated. 0 0 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. %2„ 12" 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 2%2„ 2%2" 12. Lowest finished floor to be set by Governing Building Department %2" %2" surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.� 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door 15. wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 I�. 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 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. R316 - see permit info box of code edition 18. G psum board material shall conform to ASTM C3�, C19, C15, C514, C�30, C931 C44 > 0, C1002, CIO-{�,CII��, C11-18, C12�8, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Dr wall Thickness Location Orientation Framing Member Spacing Mximu Max. spacing of fasteners Nail sizing options for installation of drywall into wood framing members 2" x min. thickness Nails Screws Ceiling Perpendicular 24" i" 12" 13ga 1 3/8" long with 19/44" head /2 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail OR Walls Either Direction 161,81, 0.080" dia. xx 1 5/8" long with 15/64 head OR Gypsum board nail 0.084" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" -1" 12" 13ga 1 5/8" bong with 19/44" head OR $ 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail OR Walls Either Direction 161,81, 0.092" dia. xx 1 -1/8" long with 1/4 head OR Gypsum board nail 0.0915" dia. x I 1/8" with 19/44" head. 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.(, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 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 developed index not to exceed 450 when tested in accordance with ASTM E 84. insulation shall comply with F.B.C. R31�. Install doors thru buck into block using tapcons as stated INSTALL VULKEM BLOCK SEALANT Install windows thru buck Into in product appproval form on sheet I. block using tapcons as stated Exterior face Buck to be 2' x 6" PT ON ALL JAMB, HEADER, AND Exterior face in product approval form on sheet I. of wall SILL BLOCK PRIOR TO BUCK of wall INSTALLATION cries Varies See product approval for I"x4" P.T. Buck nailed to hinge screw into wall req. lock with case hardened nails prior to window attachment D e t a i l a t IDOOr D e t a I I a t Windows Metal roofing and underlagment intstalled per Product Approval NTS NTS as shown on sheet I over COX decking - see roof sheeting attachment diagram on roof plan. Simpson HETA 20 or equal window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5 Via" x V-3 %" 54 ia" x 63%4" single Hung ZONE 4 2. L'-2%,"x V-3 %," 15" x L3 i4', Single Hung ZONE 4 S. '-2" x 3'-2 1/2" 1 21 %2" x 38 s" I single Hung I ZONE 4 4. 4'-5 %a" x 4'-2 %" 1 54.V x 54;V 1 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 ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X T-Ow 108" x 84" Overhead Garage Door ZONE 4 B 3'-O" X V-8" 41 %4"x 83%" Fiberglass Panel - Iniming ZONE 4 C I C-Ow X L'-8" 14" x 81 %2" L.=t" Sliding Glass Door I ZONE 4 D 2'-O" X V-8" solid Core - Wood - L-Panel -&-Fold Finished 24" x 81 %2" E 2'-L" X L'-8" solid Core - Wood - 6-Panel F 5'-O" X C-8" solid Core - Wood - L-Panel - Bi-Fold G 2'-8" x V-8" x 1 i4' solid Core Wood. steel. or Masonite Door 20 min. rated at garage H 2'-8" X C-8" solid Core - Wood - L-Panel J 2'-L" X L'-8" solid Core - Wood - L-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet ##1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction all Verify attachment hole location With GC prior to fabrication 3/8" thick 6„ steel bracket 3" COUNTER TOP BRACKET DETAIL MASTER 3 VTR ift 2 `` I BATH LAV-1 I �'t KITCHEN LAV-1 I IIII 2' AAV I 13' 1 2„ LAUNDRY 4 2"I y-1 2„ I L v-1 ` wc- I„ J 2" 2" 2„ 3„ 2„ sHWR-I 2 2„ 3„ We-1 BT-1 C.O. 3" BATH 42 3 � to septic/ sewer system SANITARY RiSER hurricane anchor at each truss with (10) 10d x 1 1/2" nails 12 l 24" o.c.) supporting Max. PRE-ENGINEERED TRUSSES 4 F 1810lbs. uplift at 24"o.c. TYPICAL Truss mfg to Ill level (shop drawings bg manufacturer) return to be I" short of wall Aluminum Drip Edge & Fascia R-30 blown fiberglass 2" x 4" Sub -Fascia " in bottom chord of trusses 12 I/2" drywall with smooth finish ICaycan full o vent vinyl soffit installed per product approval form on sheet I. Two rows of beam block filled with concrete and (1) 45 bar cont. in each row. Substitute precast lintel filled with concrete and (1) ii5 I" x 4" nailer attached to bar cont. for bottom row over openings level return with (2) 8d ring shank nails with min. 1.5" 1/2" dr wall over I" x furring Fl-foll penetration into soffit framing strips a 16" o.c. with R4.1 insulation on typical 8" Block walls 5/8" thick light textured = All dr wall to be installed per FBC R�02.3.1 y stucco on typical concrete and shall meet all pertaining ASTM codes. "M" block construction cc Mortar to be Type only proportioned �pper FBC R601.1 and Mortar Joints shall comp g with FBC R60-1.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) its bar Vert. w/ 30" overlap Fill cell with grout and at each filled cell (1) 45 bar Vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Masonry Beam see foundation Ian notes for ase spacing at openings I" x 6" P.T. Buck nailed to 4" concrete slab with fibermesh OR block with case hardened nails 6"x6" 410/10 WWM on 4 mil Visqueen over and ambsoor attachment head clean compacted termite treated fill � s Install SGD Frame thru buck into Grade block using tapcons as stated in product approval form on sheet I. Opt. PATIO/SLAB 0 %2" 12" 0 ° 0 12" x 12" Concrete column o 2 00 1 1 ISIL-i 00 SO El EGRESS El block filled with concrete and (2) 47 bars Vert. tied Into O lintels above � - Filled cell under F O R ^ H -girder above (� O WIRE LATH & STUCCO CEILING N MASTER BEDROOM 0 �Um 00 00 O O 00 rtk 8'-0" A.F.F. to Flat Ceiling Vanity to be O I O 34 %2 " high I QL 8'-0" to 9'-8" A.F.F. Rod & Shelf Vaulted Ceiling o >r a U I GREAT' ROOM Mo U Q LOS T I-o I o H --� 0 H.B. Ro- - - d t Shelf N n� W Q - 32" DRYER ASHER Lu - 3 in LAUNDRY I O I - F- N 8' O" to 9'-8" A.F.F. O n� Vaulted Ceiling O U_ DiNiNG _ ° Vanity to be IS" ° 34 %2„high I I - I ROOM U 42" u, I counter tops 1. 3/8" thick steel 0 O �+� overhang wall 1.5" I counter top supports _! 0 O Z e4 e9 I -Icounter tops to r Z ♦ (� � O 6 over ang wall %n •-___l-1 Q pv U m ] c� O _ � 2,_4„ m n u.l +41" high wall O D LU ! ` SECOND v 0 o BEDROOM I KITCHEN - I Z -A El <8'-0" A.F.F. 8'-O" to -8" A.F.F._ I Z Flat Ceiling O I Vaultgd Ceiling Upper cabinets to I n, extend over Ref. I I LK- O I MICRO AY REF. NON-Y NT l2'-8" �{„ k{" - N kOPENING EAR t l L - - - J El H.B. - - (L E mm 111 O O `r Fr m lu � u Q o R-II Batts Insulation O Provide auto O W.H. �' Z W Qp m O OTHIRD E closer +4 Steel Ballard 0 � u, op u '�• m See detail on this sheet i' N N `� U BEDROOM _ - ' O��# W r ---- � I l u I\} I -2 _2' x 54" e r r O r I 1= 1 h Attic Access a0 OD _! with light I I Z N N # rolla 8'-0" A.F.F. rn I L - - - - - - - 0 O Flat Ceiling 8'-0" A.F.F. N (� NN Cr A/C �r H rr-0 Flat Ceiling O r r Cr G� A R A G� Q� LU U o � (<1 N I _ LL LL m Block wall in V d EI R-II Batts Insulation Provide auto MT0 2'-8" 0 garage to be -_ struck block N UJ ly it L_ 150 Amp closer �, �„ O 13'-O"F Panel EMERGENCY � 0 �----------------i I I B o EGRESS �-------- i O I ----- -- I O I I I I I p l I - r I I I I I I j� ;N I GAOL CART' I G A RA G E I I I in SHEET NO: o I I o o I I o 00 O F1 1E]0 100 El D 00 2,_8„ ® -O„ 2,_8„ _� 2,_8„ 9,_O„ ® 2,_8„ 2. .° OF 5. I" x 6" P.T. Suck nailed to block with case hardened nails prior to door attachment Square Footage Breakdown JOB NUMBER: Q 0 Total A/C Space = 1,153 sq. ft. I I I Covered Porch Total = 2-12 sq. ft. Masonry wall Garage = 459 sq. f t. ��OD000 Head Total Cubic Ft = 14,024 Under Roof Total = 2,484 sq. ft. o�° �QD��o .o sliding door ��• �Q o°° . ,� - 14"w x 18 Concrete footing0° % D Install SGD Frame thru buck into �� ° with (2) 45 bars Cont. and its Verify sill attachment req. Typical Flooring block using tapcons as stated Digitally signed by 0� ° ��' �� .0 D ® °o transverse bars at 48" o.c. with product approval on in o0 0 0 14 product approval form Jamb t I Daniel R. Braden �00 ZJ�°°o ° AGE 9770 sheet I. N �� SECTION Sliding Door Detail -Date:2021.06.10 TY�fC0.�0° boo i i g DDtl15.06.34 04 00 Scale : 1/2" = 1'-0" Bottom Track Sill At Masonru Wall NTS FOUNDATION PLAN I O t. A T I O/ S L A 12" x 12" concrete column block filled with concrete and (2) #1 bars Vert. tied O 35'-O" F4 Into lintels above %2" STRUCTURAL NOTES: scnLe: va = 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'-0" 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. `�•• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI 14. ALL REINFORCING STEEL SHALL BE GRADE 6O, MEETING ASTM A-16, t BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 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, SLAB ON GRADE TO BE A MINIMUM 4" 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 4" = Fb 1,500 PSI 2" x 10" = Fb 1,000 PSI 8. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 2" x 6"/8" = Fb 1,200 PSI 2" x 12" = Fb 9-15 PSI 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 Termite Protection for New FLOOR FINISH CHANGES, SPECIALTY EQ. ETC... COnstrUCtlOn aS per F.B.C. R318.1 U5 bar Vert. w/ CONTRACTOR TO REFERENCE F.B.C-R 30" overlap Fill cell with concrete and FOR FURTHER REQUIREMENTS at each felled c (1) 45 bar Vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted see foundation plan notes for Thicken edge to 8"x8" Base spacing at openings with concrete and 4" concrete slab with fibermesh OR 4;' concrete slab with fibermesh OR one U5 bar continuous 6 x#10/11O chon 10 0emil Visqueen dII ef over 6 x6 410/10 WWM on 6 clean mil Visqueen over compacted clean compacted termite treated fill GRADE Grade _ i_ I II —� with x 18"d Concrete footing ,� PORCH SLAB EDGE DETAIL —II II I II I with (2) 45 bars cont. and US transverse bars at 48" o.c. SCALE I/2" = I'-O" TYPICAL FOOTING DETAIL J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6 x6 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 45 bar cont. Step per foundation plan 2) 45 bars cont. bottom steel DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of footer 16" below finished floor 30"x30"xW' concrete - column footing with (�) 45 bars each wag 30" COLUMN FOOTING 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 (1) 45 bar Vert. (typical). Max. spacing shall not exceed Curb height Wood 48" unless otherwise noted Verify based on see foundation plan notes for foundation plan Base spacing at openings 4" concrete slab with fibermesh OR 6 x6 1*10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Grade 7r�� rLJ Le I I, —I -� 14"w x 18"d Concrete footing with (2) US bars cont, and 45 transverse bars at 48" o.c. 14" oi GARAGE CURB DETAIL ISM SCALE I/2" = I'-O" I ID 2" x 6" PT wood secured with 1/2"dia. x 6" expansion anchors with 2" sq. washer at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approva Garage Door Jamb Detail Ire Contractor to provide (� proper foundation chairs for proper steel installation 30" m1n. Corner Steel Lap nts 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. Filled Cell Masonrg Column With One #5 From Footing To Beam Each. Filled Cell Masonrg Column With One Grout fill To Be 3000 PSI #5 From Footing To Tie Beam FOOTING SCHEDULE Mark Size Description FI 14"W x 18"D 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 16"p COLUMN FOOTING WITH (4) 45 BARS EACH WAY 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" See Floor Plan For Location Grout fill To Be 3000 PSI Double Filled Cell Column NTS See Floor Plan For Location Single Filled Cell Column NTS 0 H.B. A/C ul location J L2Jl I I LOJILOJI lLoJ1LoJlL°J ° r— — —— — I I FI I 1 24 I o I FI J I 1 0 — Thicken footing to L 1 24"w x 14"d x 24"L under filled cell 1 under girder bearing. 1 �— I I FI �I I I I �I a I �I 0 IO'-OS� L 0 0 T 1 Filled cell under r girder above 1 Rear Porch Slab to O — 1 F4 be poured separately 1 W from House Slab. O O 1 N I k FI 1 Rear Patio/Slab to be flush with bottom of 1 sliding door recess. Slope I" I 1 i° I 1 F- I I FI ;- IF I F- -4" concrete slab with fibermesh OR I L 6"x6" 410/10 WWM on 6 mil Visqueen over 0 I clean compacted termite treated fill 1 I 1 0® I E - I — DRYER ASHER -7I IL II I F- I h— I i �I III I II �I FI 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen ov 1 clean compacted termite treated fill �I I I I �I I I I -I I I �I �—-------J m `� O O D �i— � -- _-- —i O I W F51 I F- II h— I 1 F- I h— II ° FI I I I I� IDW n I[0: I er I MICROWAVE REP. NON —VENT ZS* CLEAR O 1 L OPENING F 1 O O too 4 4 Steel Ballard L See detail on this sheet 1 } I I 1 4�11 I 1 _1 I I = I L I ID w I I I o 1 N of _ in 01 of N 14 Step I I C I O I IL U o r N I o DIES I 1 I I II F5 L---- I I -- L I J F4 ------� �_ b � ----- — -- L �O O 1.5" Recess for O 00 a O 1.5" Recess for D OL 00 Garage Door �„ Garage Door 2'-82, 8„ �,_4 2,-8„ �,_O„ 2,-8„ H.B. Digitally signed by Daniel R. Braden Date: 2021.06.10 15:07:32-04'00' 7A Q U_ V OZ z -a p� U :3fo O W :3 z >_ T � QL LO cv LL o w Z u o z w OD m z O 6< < MOD u " (N ;; U J � OD OD (L � �0 2 Z 66 # HU �r� a- U O ULLI 1� W �10oi iL V LL QL r- 0� SHEET NO: 3, OF S. JOB NUMBER: 15-159B RE, o � o D�c `o 41 o 0. ° 1� o ° AGE 977770 °� 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 Mn. 8" Bearing Fill lintel solid with grout. 45 cont. beam steel to run through lintel and tie to down rods in jamb cells. Provide PT Buck attached per jamb details into filled cell 4" Pre -cast Sill rout Filled Cell Provide 45 bars with 12" min. lap into footing and 48 bar dia. into vert, filled cell. C B S WA LL Scale: I/2" = I'—O" Verify with Plan Concrete Lintel 12 "x 12" Column Block Rebar Rebar 48 Bar Did. Min. Overlap C Olumn t0 L Intl A ttachment h�� Additional Precast Lintel 45 bars Lintel Bar Clear „ A„ B Length Length Span Bars Bars 41 i- .' _ 7 CLEAR 2'-10" 2'-8" I'-6" 2.43 none 3'-6" 3'-4" 2'-2" 2,U3 none 8F8-OBAT BPS-IB/IT 8F8-I5/2T Additional 3'-10" 2'-8" 2,U3 none u5 bars CLEA -: 4'-6" 4'-4" 3'-2" 2,U3 none ne Row of "H" Block Above 5'-4" 5'-2" 4'-0" 2,U3 none none r 9 Precast Lintel .+ Additional i 2,U4 none ,-___—� u5 bars ,�___—� 716" 1'-01, 6'-2" 2,U5 none BFIL-IB/IT BFIL-I13/2T 8'-4" T-10" T-O" 2,1*5 none NOTES: I. min. coverage of steel=l.5" 2. min. bearing required ° ea. end=8" ALL reinforcing steel is grade 60. 3. standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door Unit Width Lintel Size Specification Rows of H' Block Above " Bottom Stssl Size Top Steel Size Max. Gravitg Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2' V-0 BFIL-IBAT ONE 1 u5 1 u5 MIS 3541 2854 L31 2;_-L: 3'-18" 4'-O- BFI6-115AT ONE 1 u5 1 u5 2931 3019 2128 L45 4'-5- 5'-10' BFIL-IB/IT ONE I u5 1 85 431.0 2043 94L L50 5'-0' L'-L' 8FIL-IB/IT ONE I u5 I 85 3480 1 1880 1204 LLO V-88 I'-L- 8FIL-IBAT ONE 1 u5 1 1 85 2LL1 IL34 891 L80 8'-O' 9'-48 8FIL-IBAT ONE 1 u5 1 95 1843 1133 139 L90 9'—O- 10'-L' 8FIL-IBAT ONE 1 u5 I 1 95 1533 914 15,119 L90B 9'-0- 10'-L' 8FI4-IBAT ONE 1 u5 1 95 1533 914 519 WOO 10'-O- ll'-4' 8FIL-IBAT ONE 1 u5 1 95 13LL 198 L04 LIOOB 10'-O- ll'-4' 8FIL-IBAT ONE 1 u5 1 :15 13LL 198 L04 L120 12'-O' IV-4' 8FIL-IB/IT ONE 1 u5 1 1 85 1015 LOL 433 L120B 12'-O' 13'-4' 8FIL-IBAT ONE 1 u5 1 85 1015 LOL 433 L140 14'-O' 15'-4' 8FIL-IBAT ONE 1 u5 1 85 1250 485 341 LILO IV -ON IT4 '-' BPS-IB/IT ONE I u5 1 95 950 404 251 LI(&OB IC -ON IT-4' 8FIL-IBAT ONE 1 u5 1 95 950 404 251 - 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'-O" LONG ARE TO BE PRESTRESSED. v� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦.♦♦♦♦♦♦♦♦♦♦♦♦.♦♦♦ Q ♦�71 AIRMI CRi�MMMM �iAiAiAiAi�i�i�i� Ke Zone Ede Field Fastener Pressure I 6" 6" 8d ring shank 45 psf 2E, 2R 4" 6" 8d ring shank 16 psf 2N/3E/3R Sd 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 bat 3LOCKING DETAIL )ER STRAPPING TER BEARINGS POINT 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/32' COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Metal roofing and underlayment intstalled per Product Approval as shown on sheet I over COX decking — see roof sheeting attachment diagram on roof plan. \ Simpson HETA 20 or equal 12 hurricane anchor at each truss with (10) IOd x 1 1/2" nails 4 ( 24" o.c.) supporting Max. 1810lbs. uplift Truss mfg to provide level return to be I" short of wally ( Y Aluminum Drip Aluminum Drip Edge l Fascia Flash and Counter f lash Nail ledger to gable end truss with (2) IOd nizils at each web Trusses at 24" o.c. see shop drawings by others "Frame ceiling transition as needed using metal studs field verify exact configuration and sizes Drywall ceiling see typical section Celling transition Insulatlon Detelll nts Brace Gable end with 2" x 4" SYP 42 8ft back nailed to bottom of top chords using (2) IOd nails at each truss 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 beam (22) IOd either wet nails into set or in epoxy with truss. Add blocking to 1810 Ibs, uplift HETA 20 truss leg per detail on this sheet R-30 Batts = cv •R-19 batts L6 BI LIOOB L90B BI ar 1 PRE-ENGINEERED WOOD TRUSSES Q 24"o.c. TYPICAL (1I ( shop drawings by manufacturer > >c� w �1 w r N L90B BI I I L6 BI I L I 12 SLOP -4 1cr A LU B I L22 BI KV I n 2 41 SLOPE Metal roofing and underlayment intstalled per P as shown on sheet I over _CDX decking - see Edge l Fascia f✓ \R-30 blown fiberglass 2" X 4" Sub —Fascia 5/8" thick stucco on 3/8" hi —rib lath t V in bottom chord of trusses kkDD SPACE 12" attached to horizontal and vertical wood framing with nails or staples to provide 1/2" drywall with smooth finish Kaycan full o vent vinyl soffit installed no less than 1-3/4" penetration into per product approval form on sheet I. horizontal wood framing and 3/4" penetration Two rows of beam block filled with concrete into vertical wood framing members and (1) 45 bar cost. in each row. Substitute lintel filled with concrete and (1) 45 Ear L22 BI I" x 4" nailer attached to bar Cont. for bottom row over openings 41 w level return with (2) 8d ring shank nails with min. 1.5" framing 1/2" drywall over I" x furringg �y (- penetration into soffit 5/8" thick light textured strips at 16" o.c. with R4.1 fi-foil — t t I t J I VA TED IARE r 4 Z 41 — p �Uv B 45 fl I I I I approval eeting , 22- x 54' I =�0 I Attic Access Q with light 1 L - - L31 I i I s ucco on ypica concre a insulation on t ical 8 Block walls 12" x 12" concrete column yp N HE A 0 block construction BI block filled with concrete = All drywall to be installed per FBC R�02.3.1 BI and (2) u1 bars vert. tied Vanes -see plan and shall meet all pertaining ASTM codes. BI into lintels above 45 bar vert. w/ � Mortar to be Type "M" onlg proportioned per FBC R601.1 Lq0 LLO and Mortar points shall comp y with FBC R60�.2.1. thicken edge to 8"x8" 30 overlap Provide Dur-O-Rock at all wet areas (ex. showers tubs etc...)00/00 with concrete and at each filled cell one 45 bar continuous BEYOND Fill cell with Grout and Provide downspout cy - Rear Patio/Slab to16 (I)5 bar Vert. (typical). Simpson HETA 20 be flush with bottom of Max, spacing shall not exceed 48" unless otherwise noted HETA 20 hurricane anchor at each truss Top of Tooter sliding door recess. Wood Base openings notes for spacing see foundation O O ( 24" o.c.) supporting Max. /� j� I 1810 Ibs, uplift g A 16" below finished floor I �l W I� BI L22 I' �I�i�sli�ll 12 0 F_ w d) d) = X O Q �► N 4-) � �Q o a a L -C a ui u ..� `a vo O E_ � u N L L � 7 Q N w O w Provide downspout Step per foundation plan 4" concrete slab 6"x(." 410/10 WWM with fibermesh OR on 6 mil Visqueen over — OVERHANGS AT 1'—O" UNLESS OTHERWISE RIOTED ON THIS SHEET Slope per foundation plan clean compacted termite treated fill - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET - -TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER ' ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE 1'' ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. _ IIII ALL TRUSS TO TRUSS CONNECTIONS BY j:.::..P tl.. �L "" IIII- "- - FI TRUSS MANUFACTURER — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR Digitally signed by .. 14 ANDUPLIFT ON TO CONSTRUCF3 LAND Daniel R. Braden T�picdl Sect[or d t Front Forch — CONTRACTOR TI ONPROVIDEFORY�OR ORMUT BOARD SUIRVEY TO � Date: 2021.06.10 Scale I/2" _ — I�_ O PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO 15:07:52-04'00' TRUSS CONSTRUCTION u— O Z Q v0 U :3ED O LU Z� Z , LLI� N LL to w 1LI � � p , w OD M > O Lo ODJ < 001 OD OD OD < Z NN # N Q .... Uo � T_Cr L. Vw iiIXaj ,� d)LL d) tr SHEET NO: 0 OF 5. JOB NUMBER: 15-15�B 1� o ° AGE 977770 °�