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Home My WebLink AboutAPPROVED, PLANS - 49 SAN ROBERTOMetal 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 ---------------------- Ctl 5/8" thick x 8"W cut coral finished stucco bands RIGHT ELEVATION 0L_/114tL=: I/'T — I —t/ 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" .H. rE. IFER DRESS 3 O'-O" = Finished Floor LEFT ELEVATION 5/8" thick light textured stucco on typical concrete block construction SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors. Overhead Doors. Sliding Doors. windows t Skylights Opening Type NOA/FL NUMBER Product Model 4 Manufacturer Glass Attachment method TEST Expiration Date Desi n Pressure 9 of Approved Tests 1,2,3 t4 FL# 239.4 Single Hun g g SH-11OOA Impact FGT 5/16 1/4" dia. tapcons w/ min. 1 3/8" penetration to be spaced per product approval. Contractor shall adhere to min, edge distances specified in Product approval + 65.0/-80.0 PS A F L # 15 3 1 I.1 Overhead Garage Door Model 824/811 18' -2' max, width 16'-0" max height DAB Door Compan nsta x f." 5YI1 5uck to concrete blockwith solida ca With 1) #5 bar vart. using 3/8" x . Hilti HLC sleeve anchors at 8" o.c. ith 1.25" dia. washers with min. 4" edge distance. Install track to buck sing (1) 5/14" x 1 5/8" full thread lag screws in each bracket maintaining min of 1.5" edge distance - GC to strictlu adhere to product approval rovide -1/11" ouslinut washer on roller shafts. + 50.0/-60.0 PSF FL# 15213.1 Fiberglass Smooth Fiberglass 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. C FLU 251A Sliding Glass Door Series 1�O eJGD FGT 1" mom Type "GSA" 1/4" dia. tapcons w/ min. 1 3/4" penetration to be spaced per product approval. Contractor shall adhere to min. 2 1/2" edge distances specified in Product approval + 60.0 PSF — Product NOA/FL NUMBER Model 4 Manufacturer Attachment Method TEST Expiration Date Design Pressure 9 of Approved Tests Mullions FLU 15353.8 CM-18631 vertical mullion MI Windows and doors For CMU use (2) 1/4" x 2 3/4" tapcons with min 1 1/4" embedment 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 and manufacturing 26 gga. 5v crimp metal roofing attached to plywood deck using 49-15 x 1.5" HWH wood screws with self sealing washer at 12" o.c. max spacing pper System no. 5V-7ype 1 for max pressure —94.25 psf. Install per system 5V type 2 for max. pressure of —131.0 psf. Fasteners shall be installed through underlay— ment and attached to/through �p I��ttwood per sheeting attachment detail on roof plan. Plywood to be 19/32 CIIX. Roof Zone 1/2E/2R: — 94.25 PSF 2N/3/3E/3R: -131.0 PSF Underlay FLU 208�6.1 DuPont Protec 160 Tyvek DuPont Install two lagers of T vek horizontall in shingle st le fashion using 4" and y y y 9 y 9 6" overlaps. Install using I" dia. metal or plastic cap nails at 12" o.c. along P 9 P P 9 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 cave edge and cover with full sheet. Overlap successive sheets bg 26" I.A.W. product approval installation instructs ns. Siding Stucco on Block Soffit FLU 16503.1 „ 12 Tripple 4 Full-O-Vent single SPAN VINYL S-OFFI Kaycan LTD Install using 2" x 4" PT battens attached to wall using 3AC dia. with 1" min, embedment into wall. Attach Soffit channel to wall using 0.091" dia. x 1.5" 7-mails at 12" o.c. per detail C in P.A. Install J" channel to bottom of fascia using staples into soffit and same 7-nails at hem and in valle s oer detail A in P.A. ( roduct a roval) + 55.6 PSF have reviewed the above and approved it by mg seal below. ( Architect or Engineer of Record Finish Columns with 5/8" thick cut coral finished stucco bands Truss mfg to provide level - return to be 1" 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. TYPICAL SOFFIT DETAIL Metal roofing and underlayment Intstalled per Product Approval as shown on sheet I over CDX decking - see roof sheeting at t ar-I,m,ont riianram nn rnnf nlavi I" x 4" nailer attached to level return with (2) 8d ring shank nails with min. 1.5" penetration Into soffit framing NTS 12 4 SLOPE stucco on typical concrete 5/8" thick x 8"w cut block construction coral finished stucco bands RE/4R ELEV/470N Metal roofing and underlayment Intstalled per Product Approval as shown on sheet I over COX decking - see roof sheeting attachment diagram on roof plan. 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" CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 12 ..MOE] EJE'.". 0 M M M:-i.l 0 ED 5/8" thick x 8"w cut coral finished stucco bands FRONT ELEV/470N 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c. 4" concrete slab with fibermesh OR 6"x6" 1*10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill base -board 2" x 4" P.T. bottom plate Interior Non-Searina fi artltlon ELEVATION NOTES: — RETURN ALL STUCCO BANDS TO WINDOW OR DOOR. nts SCALE: 1/4" = 1'-0" ADDRESS: 49 SAKI ROBERTO 8'-I" BEARIN PERM1771 G INFORMATION (FORM 100) 2R 1. 3E 2N 3R 2N Florida Building Code Residential: -ITH Edition and ASCE 1-16 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Speed: 165 mph ultimate Mean Roof Height: 13'-8" Roof Pitch: 4:12 (7-20°) 2E 3E Internal Pressure Coefficient: +0.I8 3E__1 �2E Subjectability to damage from: Weathering: Negligible Termites: Vero Heav4 2N 5 Width of Roof End Zone: 4'-0" 3R 3E Wind Exposure Classification: C Adjustment factor for Exposure Height Using Allowable Stress Design and Load Combination per ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; 0.6DL+0.6WL 5 Exp Height Ad j Factor: 1.00 x Load Combo Factor 0.6 = 0.6 applied below GABTLE 0 ROOF FROM GABLE ROOF Components t Cladding Wind Pressure: Zone: I, 2E +15.0/-39.0 psf Zone: 2N, 2R, 3E +15.0/-51.0 psf 2R Zone: 3R +15.0/-69.0 psf 1 3 2R 2E HIP ROOF Components t Cladding Wind Pressure: 2E 3 Zone: 1 +18.0/-31.0 psf 2R Zone: 2E/3E +18.0/-41.0 psf 2E 1. Zone: 2R +18.0/-53.0 psf 3 l Components t Cladding Wall End Zone Width: 3'-0" 2E 5 4 3 WALL Components t Cladding Wind Pressure: Zone + +23.0/-25.0 psf 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 HIP ROOF 2:12 Shear Walls Considered for Structure? Yes TO 8:12 PITCH Continuous Load Path Provided? Yes E::] = Roof Zone I Are Components an Cladding Details Provided? Yes walls Zone 4 X Minimum Soil BearingPressure: psi, Presumptive: B Test: si 2,500 P P y P This Building Shall Have the Following: END ZONE ED = Roof Zone 2E/2R APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER: walls Zone 5 CORNER ZONE � = Roof Zones 3/3E/3R ROOF LIVE LOAD: 20 psf ROOF DEAD LOAD: 15 psf Attic w/out storage: 10 psf p p g p FLOOR LIVE LOAD: 40 psf FLOOR DEAD LOAD: 1Opsf Attic with storage: 20psf Roof Zone 2N ALL CONTRACTOR UJARRANTIES BEGIN UJHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CO2P_ AND WILL CONTINUE FOR ONE YEAR FROM THAT DATA Daniel R. Digitally signed b Daniel R. Braden Braden Date: 2021.11.05 18:10:08 04'00' 1nn1�// O U O f n vJ U Q nO U— W p� z J- LI + LLI IV N c�1 O W z z O W oom4-) O u, oo O > OD� r r 0000 # 1 z CV CA 07 �IUU_��r —Q ~ co U LLI �Xv -1 IL N (n SI-IFFY NO: I, OP S. -1 L JOB NUMBER: 21-297B FLOOR PL/4N TYPICAL NOTES: SCALE 1/4" = I'-O" I. Contractor to verify ALL notes and dimensions prior to Water Heater proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 PSi concrete. ALL Concrete used for vertical filled cells, cont. tie beams etc.. to 0 shall be 3,000 F.S.I. concrete and/or 4,000 P.S.I. grout mix �, L Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. IL 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 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 1l�. 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. R31� — see permit info box of code edition 18. G psum board material shall conform to ASTM C3�, C19, C'415, C514, C�30, C931 C4�0, C1002, C1041,Cllii, C1118, C1218, C1395, or C139� and Shall be Installed according to the following: (FBC R102.3.5) Dr wall y Thickness Location Orientation Framing Spacng Max. spacing P 9 of fasteners Nall sizing options for installation of drywall into Nails Screws Maximum wood framing members 2" x min. thickness Ceiling Perpendicular 24" 7 12" 13ga 1 3/8" long with 19/64" head OR 0.098" diameter x 1 1/4" long 11 �2 annular -ringed or 5d cooler nail OR Walls Either 161,810 161,0.080" 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" 12" 13ga 1 5/8" long with 19/64" head 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail II OR Walls Either 16 g 16100.092" dia. xx 1 1/8" long with Direction 1/4 head OR Gypsum board nail 0.0915" dia. x 11/8" with 19/64" head. Recess top plate 6"w x 3/8"d Counter top - verify type C �fco�r� s�te� Illsuopgortsa�l� T,4 � i � with contractor 36" high bg 4" diameter steel rah st Floor S�eels o�i , .st � ppport angle Flan��st�lt rom e�� c end and Base cabinet exPd1&F;Wn[n i4tPerl11,0ocounter. slab (ae/ahgle5Gt4tlsl steel plate) 2" x 8" wood studs 6" at 16" o.c. I 2%2 2%2' 2" x 8" PT wood plate /2„ /2 , O 2�2" KITCHEN ISLAND FRAMING DETAIL 2 O o %2" 12 „ V erlf g attachment hole location with CSC prior to fabrication 3/8" thick 6„ steel bracket 3" COUNTER TOP BRACKET DETAIL 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.�, A108.1, A118.1, A118.3, A13�.1 and A131.1 20. Cement, fiber —cement Or glass mat g psum 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 accompanging 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 Varies Varies �' I"x4" P.T. Buck nailed to See product approval for block with case hardened nails hinge screw into wall req. prior to window attachment [Detail t a i l a t D o o r D e t a i l a t W i n d ow S Metal roofing and underlagment [ntstalled per Product Approval N T S N T S as shown on sheet I over CDX decking - see roof sheeting attachment diagram on roof plan. Simpson HETA 20 or equal Window Schedule Mark Size Rou h O en. Window Descrl tion PRESSURE ZONE I. 4'-5/e"x 5'-3 %e" 54/81'x 63i4" Single Hung ZONE 4 2. 6'-2/8"x 5'-3 %8" l5" x 63 %," Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 271/2"x 38%8" Single Hung ZONE 4 4. 4'-5/8"x 4'-2�8" 54/e"x 54ye" 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 by contractor With manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X T-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %,"x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-O" X 6'-8" �4" x 81 %2'" ;r°e e°�:°° Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 i2" E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8" x 1 %," Solid Core Wood, Steel, or Masonite Door 20 min, rated at garage H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel J 2'-(." X (.'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to Withstand pressures stated in permit info box on sheet 91 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified by contractor With manufacturers specs prior to construction Grade 12" \ \ MASTER JIL 3 VTR 2 a \ BATH .4 TI I 1\ 3,�� LAV-1 I I \ I �2, WM-1 LAY -I i \ i , �13„ I 2„ LAUNDRY I I 2"I LAV-1 2„ wc- �„ J 3" SHWR-1 2„ 2„ I 3„ we-1 eT-1 2" C.O. 3" BATH 42 KITCHEN 2" AAV JIL 12„ ILAV-1 2„ 2 2„ r2„ to septic/ sewer system C bA K117 A P Y hurricane anchor at each truss with 00) IOd x 1 1/2" nails IZ ( 24" o.c.) supporting Max. IF PRE TRUSSES I810lbs. uplift 4 at 24"o.c. TYPICAL Truss mfg to provide level (shop drawings bg manufacturer) return to be 1" short of wall—\ nnnnnnnnnnnn Aluminum Drip Edge & Fascia " \R-30 blown fiberglass 2" x 4" Sub-Fascla in bottom chord of trusses 12" 1/2" drywall with smooth finish Kaycan full o vent vinyl soffit installed per product approval form on sheet I. Two rows of beam block filled with concrete and (1) #5 bar cont. In each row. Substitute precast lintel filled with concrete and (1) 45 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" drywall over I" x furring penetration into soffit framing strips at 16" o.c. with R4.1 fi-foil insulation on typical 8" Block walls 5/8" thick light textured - All drywall to be installed per FBC R102.3.1 stucco on typical concrete I and shall meet all pertaining ASTM codes. "M" block construction Mortar to be Type only proportioned per FBC R607.1 and Mortar Joints shall comp y with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar Vert. w/ 30" overlap Fill cell with grout and at each filled cell (1) #5 bar vert. (typical). A Max, spacing shall not exceed Wood 48" unless otherwise noted Masonry Beam see foundation plan notes for ase spacing at openings I" x 6" P.T. Buck nailed to 4" concrete slab with f[bermesh OR block with case hardened nails 6"x6" 410/10 WWM on 6 mil V[squeen over prior to door attachment head clean compacted termite treated fill and iambs . T, install SGD Frame thru buck into block using tapcons as stated in product approval form on sheet I. 14"w x 18 Concrete footing Verif sill attachment 1 with (2) 45 bars cont. and 45 y I•¢" transverse bars at 48" o.c. with product approval c sheet I. TYPICAL SECTION Scale : 1/2" = I'-O" _jLA Head Bottom Track _ .. H.B. 4 Q W w w [01 Opt. PATIO/SLAB 15'-3" 8'-10 %2" I 8'-10 %2" 12" y2„ y2„ 2 0 0 JIFj EGRESS 13'-II" N MASTER BEDROOM 8'-0" A.F.F. \12" x 12" Concrete column block filled with concrete and O (2) 41 bars vert. tied Into lintels above � _O Filled cell under F - girder above F O R C H WIRE LATH & STUCCO CEILING 19'-q„ 0 Flat Ceding Vanity to be O 34 %2 " high 8'-0" to 9'-8" A.F.F. Rod & Shelf Vaulted I Ceiling in m IN GREAT[ ROOM ° LOS TIo H — — — — — J Rod t Shelf = N o — — FASER O< 32" DRYER 5 3 Ln hZ_S" ° LAUNDRY -1 cvj y A8'-O" to 9'-8" A.F.F. 0 I Vaulted C [ling ° DINiNG V an[ty to be 34 %2 " high I\ O O M 18" u, 42' I I O I = 1 I `- counter tops to I overhang wall 1.5" 3/8" thick steel \ 9'-51, ,4" 5'-3" 90„I counter top supports eq. eq. counter tops to O6 over ang wall 1.51, — — — — CAN R SECOND o BEDROOM 8'-0" A.F.F. Flat Ceiling r O 12'-8" 4 0 0 THIRD BEDROOM I +41" high wall EI DW I I In KITCHEN co A.F.F._ Vaultgd Ceiling m O_ Upper cabinets to I extend over Ref. MICRO AV REF. NON-V NT N 38" CLEAR c l OPENING L— O -- J m O R-II Batts Insulation `r Provide auto W.H. closer 4"0 Steel Ballard See detail on this sheet O\Jx w ---� \ > r —22" x 54" O I Q \O � I Attic twith Access 8'-0" A.F.F. m — — — — — L Flat Ceiling A/C �r a Flat Ceiling #1 GARAG 12'-8" cal 4" 2-4 O � m Block wall in 0 MT O O garage to be _ 0 struck block N R-II Batts insulation Provide auto 2 —8 150 Am closer 6,-4„ Panel p o EMERGENCY EGRESS J Q cc n � u in n Q- 101 r - - - - - - - - - - - - - - - - - i r------------- - - - i L 3O m i i B I I I r I I p I I I I I 0= O ° GOLF CA GARAGE i � ��I_ u, I 13'-O" I I I O I I O _____ O I I C 2'-8" ® 9'-0„ 2,_8„ 6,_4„ 2,-8„ 9,-0„ ® 2,-8„ E. I" x 6" P.T. Buck nailed to block with case hardened nails l[dmg door I prior to door attachment S B k d Masonry Wall install SGD Frame thru buck into block using tapcons as stated in product approval form on sheet I. Jamb Sliding Door Detail At Masonru Wall NTS 00 I quare ootage rea own Total A/C Space = 1,_153 sq. ft. Covered north Total = 2-12 sq. ft. Garage = 459 sq, ft. Total Cubic Ft = 1'4,02'4 Under Roof Total Digitally signed Daniel R.byDaniel R. Braden Date: 2021.11.05 Braden -49 SAKI ROBERTO 18:09:59-04'00' oN�0 �(V Ln � U LL v >__ �1--5 Q U0 U LLI LH Z , >_ 1: LLI� N � m LU 1-3 'J O Z � Ln oo 6 O GoOD < A- r r L < I Z N N ## Z � O�, -. -o ~ O rr� a- U �` m � ~ Iq X —1 U LL - LL 3 0) SHEET N0: JOB NUMBED: 21 FCUN[D;470N PLAN 12" x 12" concrete column block filled pnith concrete and (2) #1 bars Vert, tied O 35'-O" Fto lintels above � 8'-10 /2" I 8'-10 /2" if' SCALE: 1/4" = 1'-0" STRUCTUR/4L MOTES: 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 45 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'-I1" 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 6O, MEETING ASTM A-I6, ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSIA-35 BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 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 > 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 11. 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 19. 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 915 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 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 fibermesh OR 4" concrete slab with fibermesh OR one #5 bar continuous 6"x6" #10/10 WWM on 10 mil Visqueen over 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill clean compacted termite treated fill GRADE Grade io FIJ:� - = III' III „ „ wiith (2)1845 bars`c nt.te f andn#5 �4PORCH lftS EDGE DETAIL transverse bars at 48" o.c. 3"' 3"' SCALE I/2" = I'-O" 141, #5 bar Vert, w/ TYPICAL FOOTING DETAIL 30" overlap at each filled cell SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 45 bar cont. in curb Fill cell With grout and 6n x6n 410/10 WWM on 10 mil Visqueen over (1) 45 bar Vert. (typical). not clean compacted termite treatedfillCurb height Wood 48" unPessnothearlwise noted exceed 1*5 bar cont. Verify based on see foundation plan notes for foundation plan Base spacing at openings Step per 4" concrete slab With fibermesh OR foundation plan 6 x6 410/10 WWM on 6 mil Visqueen over rr t treated fll - can compactederml aI a. a N Grade clean t 3„ 3" (2) 745bars cont. bottom steel = > L 12 -� _ 14"w x 18"d Concrete footing with )2 DETAI ,�T G R�4GE STEPDOWN — — transverse5barsbarsaton4t8,aond 45 12" x 12" concrete column block filled with concrete and (2) #, bars Vert. tied GARAGE CURB [DETAIL into lintels above 1/2" Min. SCALE I/2" = I'-O" Edge t Top of footer Dis 16" below finished floor SCALE 1/2" = 1'-0" 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 approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED N T S IN PERMIT INFO BOX ON SHEET #1. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 45 From Footing To Beam Each. Grout fill To Be 3000 PSI See Floor Plan For Location FOOTING SCHEDULE Mark Size Description FI 14°W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12 W X 12 D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS 30" x 30" x 16"p COLUMN FOOTING WITH (4) #5 BARS EACH WAY F4 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 5 0'-0" With Curb at Garage Double Filled Cell Column NTS Contractor to provide proper foundation chairs for proper steel installation Corner Steel Lap nts Filled Cell Masonry Column With One 45 From Footing To Tie Beam Grout fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS v v 0 0 U u_ H.B. A iC Meter and panel on either side o house field verif service location JI I I IL°JIL°JI IIUIUII I I Fi I 2-4 FI � IF `r I N L � Thicken footing to 24"w x 14"d x 24"L under filled cell under girder bearing. 1-1 0 Filled cell under girder above Rear Porch Slab to be poured separately from House Slab. —gip"` �00----0 --O I OO `� O Rear Patio/Slab to FI 1 be flush with bottom of 1 sliding door recess. E Slope I" 1 ■ I' I I I' FI ;- I I' I� 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill a� � 2n� Q- o® I o = DRYER ASHER to I I� I I o II 1� I I� FI I O Io DD� DW � 1 n Io F1 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over 1 clean compacted termite treated fill MICROWAVE 1 REF. NON -VENT 38" CLEAR O 1 O H.B. OPENING Cc a� I 1 6.25" Stepl ----^ --- 1 4.2 " I 1.St 4"0 Steel Ballard See detail on this sheet 1 > I I 1 � 1 I 1 L__� 1 1 1 W 1 a. FI 1 1 N F51 F6 0 0 E) o 0— — — — — — �.5 n o Sepo I a ofCID C11 w 5 [L 1LU I Io I 0 -�11_ 1 I I FS I 1 FS 1 L---------- o _ __ o�—— — — — --- — O 1.5" Recess for O 00 00 O 1.5" Recess _J for O Garage Door in Garage Door 5" S ep It! 5" St o 2,_8,, 91_011 2, 8„ 2'_8„145 9'-011 Digitally signed Da n i el R.byDanielR. Braden Braden Date: 2021.11.05 1 R-no-94-n4'nn' aN�0 �(V Ln (o >a U Q U U mo LL �l LU Z , L� N �W W m LL1 1-3 'v O Z W i' Ln °oC1 CA O OD06 A- r r L < OD OD Z CV CA Z ##� O X� -1U LL t! LL < 4-+ cc SHEET NO: - 0 i= 5. JOB NUMBED: 21- 2 9 7 R ■ o° AGE 9770 o� Provide 45 bars with 12" min, lap into beam and 48 bar dia. into Vert, filled cell Provide Cast -Crete 8U16-I13/IT precast - lintel set in mortar Min. 8" Bearing Fill lintel solid with grout. 1*5 cont, beam steel to run through lintel and tie to down rods in jamb cells. ------------------------ Provide PT Buck attached per jamb letails into filled ce 4" Pre -cast Sill Grout Filled Cell Provide 1*5 bars with 12" min. lap into footing and 48 bar dia. into Vert. filled cell. 'o Concrete Footing p . p. See foundation plan for for exact sizes DETAIL AT WINDOW OPENING IN CBS WALL Verify with Plan Concrete / Lintel Scale: 1/2" = I'-C" 12 "x 12" Column Block � Rebar Rebar 48 Bar Did. Min. Overlap Column to Lint&l A ttachmient 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 45 90' bend bar with a 10" min. lap at top bar. Additional Precast Lintel „ 45 bars Lintel Bar Clear A B CLEAR Length Length Span Bars Bars 2'-10" 2'-8" 116" 2,#3 none 3'-6" 3'-4" 2'-2" 2,u3 none 8F8-OB/IT 8F8-IB/IT 8F8-IB/2T Additional 4'-0" 3'-10" 2'-8" 2,43 none #5 bars CLEARZ"H" 4-64-43'-2" 2,#3 none One Row ofBlock Above5'-2" 4'-O" 2,43 none none Precast LinAdditiona,none #5 bars ___- -6" T-O" 6'-2" ZUS none 8FI6-IB/IT 8FI6-IB/2T 8' none NOTES: I. min. coverage of steel=1.5" 2. min. bearing required 9 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 Steel Size Top Steel Size Max. Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" V-6" 8FI6-IB/IT ONE 1 #5 1 #5 6113 354-1 2854 L31 2'-6" 2'-8„ 4'-0" 8FI6-IB/IT ONE I #5 1 #5 2931 3079 2128 L45 4'-5" 5'-10" 8FI6-IB/IT ONE 1 #5 1 #5 4360 2093 946 L50 5'-0" 6'-6" 8FI6-IB/IT ONE 1 #5 1 #5 3480 1880 1204 1-60 6'-8" 1'-6" 8FI6-IB/IT ONE I #5 I #5 2661 1634 891 L80 8'-0" 9'-4" 8FI6-IB/IT ONE 1 #5 1 #5 1843 1133 -139 L90 9'-0" 10'-6" 8FI6-IB/IT ONE 1 #5 1 #5 1533 914 519 L90B 9'-0" 10'-6" 8FI6-IB/IT ONE 1 #5 1 #5 1533 914 5-19 1I00 10'-0" ll'-4" 8FI6-IB/IT ONE 1 #5 1 #5 1366 -198 L04 LIOOB 10'-0" ll'-4" 8FI6-IB/IT ONE 1 #5 1 #5 1366 -198 604 L120 IT-0" 13'-4" 8FI6-IB/IT ONE 1 #5 1 #5 10-15 604 433 L120B 12'-0" 13'-4" 8FI6-IB/IT ONE I #5 I #5 1075 604 433 L140 14'-0" 15'-4" 8FI6-IB/IT ONE I #5 1 #5 1250 485 341 L160 IC-O" I-l'-4" 8F8-IB/IT ONE 1 #5 1 #5 950 404 25-1 L160B IC-0" 1i'-4" 8FI6-IB/IT ONE 1 #5 1 #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 1+-0" LONG ARE TO BE PRESTRESSED. HIP ROOF: SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d angular ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2.5" 3. Minimum Sheathing Thickness 19/32" CDX PI wood 4. Use nails or screws based on pressure for roof stated in zpermit info box on ones. these plans for appropraite roof 3E 4 FT 2E 3Q TYPICAL GABLE TYPICAL 3® 4 FT 2R — — 2E ZR 4 FT R — 2N 4 4� A% F u- 4 FT Q 4 FT 2E 4 FT Ke Area Ede Field Fastener Max. Pressure Zone I 8d x 2.5" ring shank 45 psf Zone 2E, 2R, ZN .4" 6" 8d x 2.5" ring shank 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 BEARING 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' CDX 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 hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( l p supporting Max. 1810101bs. uplift Truss mfg to provide level return to be I" short of wall Aluminum Orip Edge & Fascia 2" x 4" Sub -Fascias /f " 12" Kagcan 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 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 Tooter 16" below finished floor :s 12 4 Aluminum Drip Edge & Fascia Flash and Counter flash Nail ledger to gable end truss with (2) 10d n.0111s at each web 5/8" �h,ck stucco on 3/8" hi -rib lath attached to horizontal and vertical wood framing with nails or staples to provide no less than 1-3/4" 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 V dries - see plan #5 bar Vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan Slope per foundation plan °D Wood Base Ce111n Trusses at 24" o.c. >e shop drawings } others ceiling transition �ded using metal studs erifg exact configuration :es R-30 Batts R-19 batts Drywall ceiling see typical section transition Insulation Detail 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 PRE-ENGINEER-F-D WOOD TRUSSES Q 24"o.c. TYPICAL N ( shop drawings by manufacturerALI ) LU I \R-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete _and (1) 1*5 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 furringg strips at 16" o.c. with R4.1 fl-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 _pper FBC R60�.1 and Mortar joints shall comply with FBC R601.2.1. Provide Dur O Rock at all wet areas (ex. showers tubs etc...) Fill cell with Grout and Provide downspout (1) 45 bar Vert. (typical). -Max, spacing shall not exceed 48" unless otherwise noted see foundation plan notes for � O O spacing at openings Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift HETA 20 Strap truss to wall using Simpson MGT with 5/8' dia. threaded rod with min 12" embedment into beam either wet set or in epoxy with (22) IOd nails into truss. Add blocking to truss leg per detail on this sheet N L �O B I LIOOB L90B BI O r � LU O BI L N O r J L90B O BI N BI I I W L6 I 1 12° 61 H 501 � N L i L Z Q � = N 12 , SLOP 4 `' LU L BI 74 o p� E _ 0) U C W Z 61 _ZZ L22 BI n 71 VA TEDIARE �Uv ~ w E 12 �{ SLOPE z/Z L31 BI LLI N I/ Metal roofing and underlayment intstalled per Pro uc /1Z pproval I//7 12" H as shown on sheet I over CDX decking - see r attachment diac3ram on roof plan. s eeting �r N -1Z11 1Z L31 BI 22" x 54" Attic Access B 1 with light W / L — — \ T 1 I / I BI I \ I t--5 I N ao L31 12 I \ 8'-0" M X I \ I SLOPE 4 I I I \ I ODD SPACEI I I I L22 BI B1 Bl L22 W 1L n HE A O BI BI BI BI BI L 90 N ? Simpson HETA 20 HETA 20 hurricane anchor at each t ( 24" o.c.) supporting Max. uss Provi HETA 20 a for gutter F P L A 1810 lbs. uplift Prov 4" concrete slab with fibermesh OR 6"x6" 1*10/10 WWM on 6 mil Visqueen over - OVERHANGS AT I'-C" UNLESS OTHERWISE NOTED ON THIS SHEET /clean compacted termite treated fill — ROOF PITCH AT -4:12 UNLESS OTHERWISE NOTED ON THIS SHEET — TRI155 SHOP DRAWINGS TO RF PROVIDED BY I"IANIIPAC'TIIRFR 1111,;,,1111-1111-111I�1111�_IIII_ I� Typical Section at Front Porch Scale 1/2^ = r-o„ - ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. - ALL TRUSS TO TRUSS CONNECTIONS BY de downspout TRUSS MANUFACTURER ulgitally signed ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR Daniel R. by Daniel R. TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION Braden CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO Braden Date:2o21.11.05 PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO 18:09:36-04'00' TRUSS CONSTRUCTION 49 � ,4 N P n R� P T n vQ 0 -` ' N LLI =3 V O Z W i' Ln OD O OD ' (- Go L 0 � r r 00 OD 1 Z Q ~ Oo rr� ~ LU Q)Xai U ( L� no W E L- 0) SI—IFFY NO: 4 . OF 5. JOB NUMBED: 21