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HomeMy WebLinkAboutPlans - Gemini - Right - Impact(1)FLOOR FL,4N TYPICAL NOTES: SCALE 1/4" = I'-O" I. Contractor to verify ALL notes and dimensions prior to w.H. = 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. tle beams etc., to 0 shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix -1, 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC r-102.3.5. 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. 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 %" 6 i2.. 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 pper FBC r302.9.1 l�. Wall and ceiling finishes shall have a smoke —developed index of not greater than -4 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. Gypsum board material shall conform to ASTM C3�, C19, C415, C514, C�30, C931 C��O, C1002, C1041,C1111, C1118, C1218, C1395, or C139and shall be installed according to the following. (FBC r102.3.5) Or wall y Thickness Location Orientation Framing Spa Max. spacing P 9 of fasteners Nail sizing options for installation of drywall into in9 Nails Screws Maximum wood framing members 2" x min. thickness Ceiling Perpendicular 24" -1" I2" 13g5 13/8" long with 19/64" head 0.098" diameter x 1 1/4" long II )/2 annular -ringed or 5d cooler nail OR Walls Either 16" 8" 16" 0.080" dia. xx 1 6/8" long with Direction IS/64 head OR Gypsum board nail 0.086" dia. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" -1" 12" 13ga 1 5/8" bong with 19/64" head OR 0.098" diameter x 1 3/8" long s II annular -ringed or 6d cooler nail OR Walls Either 16" 8" 16" 0.092" 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. Masonry Beam I" x 4" P.T. Buck nailed to block with case hardened nails prior to door attachment head and jambs Install SGD Frame thru buck Into block using tapcons as stated in product approval form on sheet I. Verify sill attachment req. with product approval on - sheet I. 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.�, A108.1, A118.1, A118.3, A13LI 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 accompan ingg smoke developed index not to exceed 450 when tested in accordance witF ASTM E 84. Insulation shall comply with F.B.C. r31�. Uj lndCLU Schedule Mark Size Rou h 0 en. Window Descrl tion PRESSURE ZONE I. 4'-5%8" X 5'-3 %8 54%,'x 63i4" Single Hung ZONE 4 2. 6'-2%8"x 5'-3 %8" is" x 63 %4 Single Hung ZONE 4 3 2'-2" x 3'-2 1/2" 2-1%2"x 38%" Single Hung ZONE 4 4. 4'-5%8"x 4'-2 %8" 54%,'X GO/,8" Single Hung ZONE 4 S. 6'-O%"x 4'-2%" 15%"x 50Y8 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 ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction sheet ID oor S c h e d u I & Mark Size Rough Opening Door Description PZONEURE A 9'-0" X -1'-0" 108" x 84" Overhead Garage Door IMPACT RATED ZONE 4 B 3'-O" X 6'-V" Y Q 41 �'`i„x 83%4"' Fiberglass Panel - Inswing IMPACT RATED ZONE 4 C 5'-O" X 6'-8" 62" x 83 %z" " Single Lite French 9 IMPACT RATEO ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2" E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F 6'-0" X 6'-8" Solid Core - Wood - 6-Panel - double pocket G 2'-8" x (.'-s If x I %4" Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 4'-O" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold I'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet :4 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 by contractor With manufacturer s specs prior to construction I is - Bottom Track e- il CR4SH POST DET/41L 36" high by 4" diameter steel crash post. Floor Flange with 4 - 3/8" expansion bolts into slab (3/8"t 5o ksi steel plate) 6" 2%' 2 %' MIMMOM _Z> 1 0 °3/8" � 2/2„ 2 0 0 iding door Typical Flooring N_T.S. AREA CALCULATIONS Living A/C = 1839 sq. ft. Front Porch = 2� sq. ft. Rear Porch = 100 sq. ft. Garage = 311 sq. ft, Total Under Roof= 2,282 sq. ft. Total Cubic Pt = 15,581.E Install doors thru buck Into block using tapcons as stated in product appproval form on sheet I. Exterior face Buck to be Z x 6" PT Detail at Door INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION I" x 4" 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 Detail At Masonry Wall NTS Install windows thru buck into block using tapcons as stated Exterior face in product approval form on sheet I. of wall Varies I"x'4" P.T. Buck nailed to block with case hardened nails prior to window attachment Detail at Windows NTS Metal roofing and underlayment intstalled per Product Approval as shown on sheet I over CDX decking - see roof sheeting attachment diagram on roof plan. 12 4 Truss mfg to provide level return to be I" short of wall Aluminum Drip Edge t Fascia 2" x 4" Sub -Fascias 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 Wood Base Grade �I TYPIC/4L SECTION :t approval for j Into wall req. NTS 2 F- I 2 „1 31, � Z" VTR L6-1 I � � �L LIAv-i I 2" MASTER BATH 2" Z" AAV wM-1 JIL WC-1 2" LAV-I .2" 2 KITCHEN -� 2"LAUNDRY ' I I i � I i LAV -1 i 2 POWDER we-IZ' VTR J1 \" ' MASTER BATH #2 jj 2 JAV-1 -1 C.O.UAV " PLuMISING RiSER PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) �R-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete -and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) 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 per FBC R601.1 and Mortar yoints shall comply with FBC60�.2.1. Provide Dur—O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with grout and (1) 45 bar vert. (typical). -Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"xC 1*10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill 14"w x 18tid Concrete footing with (2) 1*5 bars cont. and 1*5 transverse bars at 48" o.c. Scale 1/2" = I'-O" CMNRCT TO C i= Digitally signed by Daniel R. Braden Date: 2021.08.25 15:49:36-04'00' d) 0 v � I ' oN�U ra Ll nQ- 1.1� O U Z LILI �Q Z Z W J--1--1 Q Q LL O U J- L1 n N fn /— p[ W LLl =3 u O ZW 00 O } M H v O < ��JCZ 0 I- L Z(��! N v # O,. -, -10 LLI U��-� m ~ Lq x —1 SHEET NO: 2. OF 5, JOB NUMBER: AGE 9770 ° o FCUN[DA7CN PLAN 35'-O" STRUCTURAL NOTES: 1. ANY CHANGES TO THE PLANS MUST BE SUBMITTED TO THE ARCHITECT FOR APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL NOTATION AND DIMENSIONS PRIOR TO START OF CONSTRUCTION 3. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 4.. 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 BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 5` POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. SLAB ON GRADE TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 96% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 8. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. q. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 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) #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted SCALE: 1/4" = I'-O" II. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 12. CONTRACTOR TO PROVIDE SOLID FILLED CELL AND U5 BAR VERT. AT 48" O.C. MAX. PROVIDE (1) FILLED CELL ON EACH SIDE OF OPENINGS 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 PLAN. 13. DESIGN LOADS ARE AS FOLLOWS: SEE PERMIT INFO BOX ON SHEET I. 14. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. I5. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 16. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 1� LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 18. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI 19. ALL STANDARD STRUCTURAL LUMBER SHALL BE SYP WITH A MINIMUM SOUTHERN YELLOW PINE 42. MIN. Fb AS FOLLOWS: 2" x 4" = Fb 1,500 PSI 2" x 10" = Fb 1,000 PSI 2" x 6"/8" = Fb 1,200 PSI 2" x 12" = Fb 915 PSI 20. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 21. CONTRACTOR TO PROVIDE FORM BOARD SURVEY AND FURNISH TO TRUSS MFG PRIOR TO TRUSS CONSTRUCTION FOR ACCURACY TO FIELD Termite Protection for New Construction as per F.B.C. R318.1 CONTRACTOR TO REFERENCE F.B.C-R FOR FURTHER REQUIREMENTS 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 45 bar continuous 6"x6" 410/10 WWM on 10 mil Visqueen over 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill clean compacted termite treated fill GRADE Grade 14"w x 18"d Concrete footing I- with (2) 45 bars cont. and #5 transverse bars at 48" o.c. Le 14° TYPICAL FOOTING DETAIL J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per foundation plan v 3' X 3" '(2) #5 bars cont. bottom steel M1� �2" DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied p into lintels above Top of Tooter 16" below finished floor 12" III- 01 30"x30"xl6" concrete _ column footing with (4) aIIII III U5 bars each way 3' 30" 3 COLUMN FOOTING DETAIL SCALE 1/2" = 1'-0" I I_4i111...... I-81 PORCH SLAB EDGE DETAIL SCALE 1/2" = r-O" 45 bar vert. w/ 30" overlap at each filled cell 45 bar cont. in curb Fill cell with grout and (1) 1*5 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 #10/10 WWM on 6 mil Visqueen over CE clean compacted termite treated fill Grade — 777% . D .... III�- 'II 7-r- II U_ 14"w x 18"d Concrete footing I I Itwith (2) #5 bars cont. and #5 '3 transverse bars at 48" o.c. 14" GARAGE CURB DETAIL Min SCALE 1/2" = I'-O" Edge Diat E 0 Contractor to provide Ctl proper foundation chairs for proper steel installation 30 min. 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 41. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. FCCT1NG 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 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 45 BAR CONTINUOUS 14"W x 18"D FS MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 O'-O" With Curb at Garage Filled Cell Masonry Column With One U5 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 Eo A Single Filled Cell Column NTS Digitally signed by Daniel R. Braden J�Ae�2_Date: 2021.08.25 15:49:21-04'00' 0 v 11 1Q 1J� O U V Z z 0 � W m � z W z = U N Q 0 a w Q Q �_=?f__ I UI N [L nc w m w =3 U O Z1? ao U O } CL L ZN N ## � ~ O Lu U��-Co ~ w �XLL SHEET NO: a - OF 5, JOB NUMBER: 17-209 B 1` o AGE 9770 5. °� oQ°0°°.no °o°a°°�°0 �5C A L 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. #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 rout Filled Cell Provide 45 bars with 12" min, lap into footing and 48 bar dia, into vert. filled cell. .' Concrete Footin See foundation plan for . for exact sizes DETAIL AT WINDOW OPENINGS IN CBS WALL Concrete / Lintel Column Verify with Plan Rebar t0 Lint&l Scale: 1/2" = I'—O" 12 "x 12" Column Block Rebar 48 Bar Dia. Min. Overlap ,,,4 ttachm&nt 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 Length Length Span Bars Bars CLEAR 2'-10" 2'-8" 116" 2,#3 none 3'-4" 2'-2" 2,U3 none 8F8-OB/IT 8F8-IB/IT 8F8-IB/2T Additional 4'-O" 3'-10" 2'-8" 2,u3 none #5 bars CLEAR .. 4'-6" 4'-4" 3'-2" 2,#3 none fOn Row of "H" k Above 5'-2" 4'-O" 2,U3 none 2,#4 none r M Precast Lintel r .( Additional " F 2,#4 none � � �' F #5 bars -1'-6" _1'-O" 6'-2" 2,#5 none 8FI6-IB/IT 8FI6-IB/2T NOTES; 7'-0" 2,#5 none I. min. coverage of steel=1.5" 2. min. bearing required 8 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 Doo 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-I15/IT ONE 1 #5 1 u5 6113 3541 2854 L31 2'-6" 2'-8" 3'-1" 4'-0" 8FI6-IB/IT ONE 1 #5 1 45 2931 3019 2128 L45 4'-5" 5'-10" 8FI6-IB/IT ONE 1 #5 1 45 4360 2093 946 L50 5'-0" 6'-V 8FI6-IB/IT ONE 1 #5 1 #5 3480 1880 1204 L60 6'-8" l'-V 8FI6-IB/IT ONE 1 #5 1 #5 2661 1634 891 LSO 8'-0" 9'-4" 8FI6-8/IT ONE 1 #5 1 #5 1843 1133 -139 L90 9'-0" 10'-6" 8FI6-IB/IT ONE I #5 1 #5 1 1533 914 5-19 L90B 9'-0" 10'-6" 8FI6-IB/IT ONE 1 #5 1 #5 1533 914 5-19 LI00 10'-0" ll'-4" BPI(.-IB/IT ONE 1 #5 1 #5 1366 198 604 LIOOB 10'-0" ll'-4" 8FI6-IB/IT ONE 1 #5 1 #5 1366 198 604 L120 12'-0" 13'-4" 8FI6-IB/IT ONE 1 #5 1 #5 1016 606 433 L120B 12'-0" 13'-4" 8FI6-IB/IT ONE 1 #5 1 #5 1015 606 433 L140 14'-0" 15'-4" 8FI6-IB/IT ONE 1 #5 1 #5 1250 485 341 LI60 16'-0 8F8-IB/IT ONE 1 #5 1 #5 950 1 404 25-1 L140B 16'-O" 1 I-'-4" 81=I(.-IB/IT ONE I #5 1 #5 1 950 1 404 1 25-1 - 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. HIP ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d angular ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2.5" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws based on pressure for roof stated in zpermit info box on these plans for appropraite roof ones. 4 FT(:LE) TYPICAL GABLE 2N 4� 2 TYPICAL I 3® _ 4 FT 2R 1 ZE 2R 4 FT -- F u_ 117 4 FT I 30 4 FT ZE 4 FTC Ke Area Edge Field Fastener Pressure Zone I 8d x 2.5" ring shank 45 psf Zone 2E, 2R, 2N 8d x 2.5" ring shank 16 psf Zone 3E/3R 8d x 2.5" ring shank 8-4psf ANY ZONE #8 x 2.5" Screw 263 ps 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 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' 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 hurricane anchor at each truss with (10) lod x 1 1/2" nails ( l supporting Max. 1810101bs. uplift Truss mfg to provide level return to be I" short of wall Aluminum Drip Edge & Fascia 2" x 4" Sub -Fascias /f12" 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 #5 bar continuous BEYOND Top of footer 16" below finished floor 12 4 Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd ils 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 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 Varies - see plan A 45 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 °p Wood Base 40 I 1=1 I I 1 3 Tubical Section Trusses at 24" o.c. re shop drawings I others ceiling transition !f ded using metal studs erify exact configuration Bs Ceil1nQ transition Insulation Brace Gable end with 2" x 4" SYP 42 8ft back nailed to bottom of top chords using (2) 10d nails at each truss PRE-ENGINEER4---D WOO[ 24"o.c. TYPICAL ( shop drawings by manufaci \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) #5 bar cont, in each row. Substitute precast lintel filled with concrete and (1) 45 bar cont. for bottom row over openings 1/2" dr wall over I" x furring strips a 16" o.c. with R4.1 f I -foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3. and shall meet all pertaining ASTM codes. oo Mortar to be Type "M" only proportioned �pper and Mortar joints shall comply with FBC R6C Provide Dur-O-Rock at all wet areas (ex. s Fill cell with Grout and (U #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings — 4" concrete slab with fibermesh OR — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET Cx6" 1*10/10 WWM on 6 mil Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill _ ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER 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 into beam either wet set or in epoxy with „(P 26" Batcs) supporting Max. (22) IOd nails into truss. Add blocking to Fable end x 4" SYP 42 nailed to bott :hords using (2) each truss II — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR Digitally signed FI TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION by Daniel R. CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO Braden at Front P Or C PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO Date: 2021.08.25 Scale I/2" = I'—O" TRUSS CONSTRUCTION 15:49:11-04'00' IVA � I oN�U Op Q U Q 1J— �L O U Z Q W Z Z 0 Q) U N Q 0 W Q Q U 0) N t�l QL W W =3 " O Z �? 00 U O } 0) Q) O < 000 0 L Z ## 1 N N Z ~ O rr� ul 0 D m ~ W v X v LL L U vi 4-) SHEET NO: OF 5. JOB NUMBER: 1` o AGE 9770 o� °M ao��n� a \`�O . " �� Q nn P,4NEL "A" Poles BR Load Wire Description circ# circa Description Wire Load BR Poles 1 20 1.2 kw #12 Refrigerator 1 Ran a 44 12.0 kw 50 2 1 20 1.2 kw 412 Clothes Washer 3 1 20 1.5 kw #12 Kitchen S.A.C. 5 6 1> er #10 5.0 kw 30 2 1 20 1.5 kw 912 Kitchen S.A.C. 1 8 1 1- 1 20 #12 Bathroom Recepts 9 10 Air CondaQsor 410 5.0 kw 30 2 I 20 1.2 kw 412 Dishwasher II 12 I 20 1.2 kw 412 Microwave 13 14 Air 14andl r #10 5.0 kw 30 2 1 15 914 General Lighting 15 I6 I 15 914 General Lighting IZ I8 WH 410 5.0 kw 25 2 I 15 #14 General Lighting 19 20 I 15 #14 General Lighting 21 22 GOO 412 0.81 KW 20 1 I 15 914 General Lighting 23 24 Spare Spare 25 26 Spare Spare 21 28 Spare Spare 29 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3 watts sq. ft.) Small Appliance Circuit(s) Range Refrigerator Microwave Dish Washer Clothes Washer Clothes Dryer Water Heater Garage Door Opener 2496 3 2,283 2 1.500 3,000 1 12.000 12.000 1 1.200 1,200 I I.500 1,500 1 1,200 1,200 1 1.200 1,200 1 5.000 5.000 1 4,500 4,500 1 810 810 Total Watts 3-1,898 First 10000 Watts 5100% 1 10.000 10,000 Remainder 21898 840% 1 O 11,159 Electric Heat or A/C 10.000 e65% 1 10.000 10,000 Calculated Load Watts 31,159 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.83 Panel Size Required = 150 Amps Electrical Symbol Legend-] $ Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed PB Push Button Switch -0- Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle Wall Mounted Light � c Waterproof ground fault circuit interrupter PC Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector Flood Light Q Thermostat m Electrical Panel © Central Vac Electrical Meter SQ Smoke Detector Ceiling fan Tv Television Jack Telephone Jack A oi c A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION = BALANCED AIR Vent thru Soffit FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. (3) UI THHN Copper 2" PVC Schedule 40 conduit GO MCS AMP PA EL L Ai-IU 200a rated O meter can METER Intersystem bonding 2" PVC ( FPL)-� Termination point schedule 80 2" rigid service FPL GEC Bare 1t6 co�pper wire to (2) 8'-V' Galvanzied ground rods ELECTRICAL RISER A/C disc. U2/0 AL SER Cable With $$I Grind 2" PVC Schedule 40 conduit Sleeve ISO AMP into attic MCB AHU 200a rated O meter can METER Intersystem bonding 2" PVC ( FPL }-� Termination point schedule 80 2" rigid service FPL GEC Bare U4 co per wire to (2) 8'- " Galvanzied ground rods ALTERNATE SERVICE ELECT. RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommendations which shall be verified prior to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire only from panel to devices 2. Provide and wire all required smoke it Carbon Monoxide detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL bath and kitchen receptacles to be GFCI protected S. ALL exterior outlets to be WP/GFCI protected. 6. Recessed cans to be installed per NFPA requirements. 1. Tamper resistant AFCI receptacles are required in ALL rooms. 8. A/C Return Air Balance Must comply w/ FBC RM1602 9. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC 10. ALL A/C Equipment shall comply with energy calculation II. All work shall be performed by a licensed electrical contractor, the completed system shall be fully operative. 12. Contractor shall pay for all fees, permits, testing, and inspections including blower testing where required. 13. All work shall be coordinated with other trades to avoid interference with the progress of construction. 14. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. 15. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that may have been damaged. 16. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 11. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. 18. The electrical system shall be completely and effectively grounded as required by the latest edition of the N.E.C. 19. All material shall be new and shall bear underwriters' labels where applicable. Covered Porch 121 CFM IOxIOx-1 SITTI G 20 M 103 CFM Center Registers 103 CFM on ceiling fan IOxIOx� I OxlOx1 12it DINING ROOM 132 CFM 1 IOxIOx- I I I I I I I I M,4STER I BEDROOM � 132 CFM IOxIOx- -- - - -- - J 12x10 B/A ra rin L12xI2xI0 B/A SET 8 CFM 8x4x4 0 J W T 20x2O - 8x4x4 fR/A 6 CFM tl �i ingJ UJ D* I 8x4x4 > CFM - - - - � I OBI CLOSET 8x4x4 I CFM 8x4x4 39 CFM Ic J B/A 2xl2x10 r 12 x6 x-T_ 280 CFM I M,4S7F_ I BEDROOM I oVERED 2 I PORCH L 20. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the job conditions. 21. Furnish and install all fixtures as called for on the plans or as selected by others. 22. All raceWays and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 23. All exposed wire below 9'-I" shall be installed in metal EMT conduit. 24. Dryer Vents to be installed per FBC RM1502 K Ha CFM 12x6x-1 Oi -7-- 22" x 54" - 1 Attic Access with light 8x4x4 32 CoFM BAT 491 ISO AMP Panel 0/4R140F_ r----------------- i I I I I I I I I I I I I I I I I I I I I I I I I H.B. Vent _t1 ru Soffit A/C ust Duct Thru Soffi 1"ieter Wire For Front Post Light Post Light with Photo cell TF-,,ICAL Exhaust Duct Thru Soffit 1� QL O U Q 4" Exhaust w Duct Thru �UaII � WP GFCI Ii nstall dsc.let � LH under dsc. not shown for clarity A / C � v �I N (L W w E 6 w O O Meter Z w oo cal � O Z LO oo O -1 Q 000�s Q p- r >- < z NN # L O U O rr� 0 �3 „..�3 o ~LLI x.. J 1.L � LL U N to n� F L ,,,4 �.1 1 � J-1--1 SHEET NO: 3C 230°►.� 01= 5. JOB NUMBER: required 1�-20� B I QOa���Q��o°W R. BRADt Digitally signed by o� .°® o° ° Daniel R. Braden o�o AR9770 °- Date: 2021.08.25 °�0 ° °°o�o�o C 15:47:22-04'00' ��OOOD� L