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HomeMy WebLinkAboutAPPROVED Plans - Royale - Left - Impact(1)FLOOR FL,4N 35'-O" TYPICAL NOTES: SCALE 1/4" = i'-O" CR,4SH POST DET,41L 1. Contractor to verify ALL notes and dimensions prior t0 W,H. = Water Heater 36" high by 4" diameter proceeding with work. steel crash post. Floor 2. Contractor to STRICTLY enforce ALL OSHA requirements. Flange with 4 - 3/8" 3. ALL Lumber to be used as Beam, Rafters, etc... to have expansion bolts into slab (3/8"t 5O ksl steel plate) a minimum 1,400 P.S.I. fiber stress. -4. No dissimilar metals to touch. 6 5, ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2%2" 2%Z" ALL Concrete used for vertical filled cells, cont. tie beams etc., to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix me o �. Drywall at ceilings shall be leveled and attached to bottom chord °13/8" 2'2" of trusses with screws per FBC R102.3.5. 0 2'r2" 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" N.T.S. 2" VTR J� I 211 1211 I MASTER I I BATH LAV-I LAV-1 2" I 2„ WM-1 2 „ WC-1 2" 2" LAUNDRY 3" 2 '1 3„ BT-I 3„ 2" 1 2" AAV JILT' VTR 3„ s-1 Lr I KTICHEN 2" 2 LAV-1 Lr 3" 2" 2„ 300 WC-1 BATH #2 3" 211 300 BT-I C.O. 3 Lj�E�u To Septic ^ IoZ� �iN(21e hardene $,E R prior to door attachment Masonry Wall sliding door Install SGD Frame thru buck into C1288, C132S, OR C1118 and installe I.A.W. manufacturers recommendations shall block using tapcons as stated be used as backer for the wall tile in tub areas and wall panels in shower areas, in product approval form on sheet I. Verify sill attachment req. Typical Flooring Jamb 21. Insulation including facings such as retarders or vapor permeable members installed with product approval on within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics Sheet 1. g g p Sliding Door Detail shall have a flame spread index not to exceed 25 with an accompany ing smoke developed index not to exceed 4SO when tested in accordance with ASTM E 8-4. N At Masonry Mall NTS insulation shall comply with F.B.C. R31�. Bottom Track SIII Install doors thru buck into block using tapcons as stated INSTALL VULKEM BLOCK SEALANT install windows thru buck into in product approval form on sheet I. block using tapcons as stated Exterior face Buck to be Z x 6" PT ON ALL JAMB, HEADER, AND Exterior face in product approval form on sheet 1. of wall SILL BLOCK PRIOR TO BUCK of wall INSTALLATION aries Varies See product approval for I"x4" P.T. Buck nailed to hinge screw into wall req. block with case hardened nails prior to window attachment Detail a t D OOr Detail at Windows Metal roofing and underlagment intstalled per Product Approval N T S N T S as shown on sheet I over COX decking - see roof sheeting attachment diagram on roof plan. AREA CALCULATiONS Living A/C = 1720 sq. ft. Back Porch Total = 210 sq, ft. Garage = 311 sq, ft. Entry = 28 sq, ft. Total Under Roof= 2215 sq, ft. Total Cubic Ft = 13,%0 Masonry Beam ----------------------------- I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment head and jambs H00 Install SGD Frame thru buck into block using tapcons as stated 19, ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.�, in product approval form on sheet I. A108.1, A118.1, A118.3, A13�.1 and A13-1.1 20. Cement fiber -cement or glass mat gypsum backers in accordance with ASTM Head mil. 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' surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.� i4. 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 I�. Wall and ceiling finishes shall have a smoke -developed index of not greater than 4per 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, C41S, C514, C�30, C931 C��O, C1002, CIO-41,CII11, C1118, C1218, C1395, or C139and shall be installed according to the following: (FBC R102.3.5) Dr wall Thickness Location Orientation Framing Member Max. spacing of fas eners Nail sizing options for installation of drywall into Spacing Nails Screws Maximum wood framing members 2" x min. thickness Ceiling Perpendicular 24" i" 12" 13ga 13/8'olRong with 19/64" head 0.098" diameter x 1 1/4" long �2II annular -ringed or 5d cooler nail Walls Either 16" 8" 16" 0.080" dia. xx 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" i" 12" Gga 1 5/8" long with 19/64" head OR 0.098" diameter x 1 3/8" long an or 6d cooler nail 811 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 I -1/8" with 19/64" head. Window Schedule Mark Size Rou h O en. Window Descrl tion PRESSURE ZONE I. 4'-5%"x 5'-3%" 54%"x 63ii" Single Hung ZONE 4 2. C-2%"x 5'-3 %s" ,5" x 63 %," Single Hung ZONE 4 3 T-2° x 3'-2%" 2,�,"x 38ie" Single Hung ZONE 4 4. 3'-I" x 5'-3 js" 38" x 63 /," Single Hung ZONE 4 5. 4'-5%"x 4'-2%" 1 54%"x 54Y8" 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 ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction on sheet I Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-O" X V-8" 41" %," x 83%,, Fiberglass Panel - Inswing ZONE 4 C 6'-O" X 6'-8" ,4" x 81 i2' 7111 atom Sliding Glass Door 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 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 H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel J T-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction in permit info AND SHALL ON SHEET 41 Truss mfg to provide level return to be I" short of wall Aluminum Drip Edge t Fascia 2" x 4" Sub -Fascia 12" Kaycan full o vent vinyl soffit installed per product approval form on sheet I. I" x 4" nailer attached to level return with (2) 8d ring shank nails with min. 1.5" penetration into soffit framing 9/8" thick light textured stucco on typical concrete \ block construction 45 bar vert. w/ 30" overlap at each filled cell 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) 45 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drywall over I" x furring strips at 16" o.c. with R4.1 Pi -foil insulation on typical 8" Block walls All drywall to be installed per FBC R-102.3.1 and shall meet all pertaining ASTM codes. co Mortar to be Type "M" only proportioned � �pper FBC R601.1 and Mortar joints shall comply with FBC R601.2.11. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with grout and (I) #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted see foundation plan notes for ase spacing at openings 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill . . . . . . Grade 1 _ 1 14"w x 18 Concrete footing 1 I I I- 1 I 1 I with (2) #5 bars cont. and 45 14" transverse bars at 48" o.c. T\rFIC/4 L SECTiO Scale : 1/2" = I'-O" O O O Cl N I N v U � —N 0 N H.B. 0 tY w W 4 14'-O" 21'-O" 10'-6" Opt. PATIO/SLAB 3'-10 %z" O 3'-10 %z" EGRESS r————— — — --- I II I 1 1 MASTER 1N BEDROOM 1ba JA 1 — Coffer Ceiling I I / 12" x 12" Concrete column_ \ block filled with concrete and (2) 41 bars vert. tied into lintels above PORCH WIRE LATH t STUCCO CEILING MT 1 I I 12'-8" 4„ I 1 I 1 I 8'-0" to 9'-8" A.F.F. be Va l yht vaulted Ceiling 4 h z g I L------ Lg�i All 20'I-8" Rod t Shelf o I G R EIA T �'-4" ROOM _ = N ° rro t L. O S E I N 2" x below 6" knee -wall counter top LINEN CABIN — IIs,, 0 \ ll — — J IV 8 / F" Rod t She, \0— o, I DINING — 1 i � -- 34 3/4"h I 8'-O" to 9'-8" A.F.F. ° knee wall I Vaulted Ceiling m 8'-0„ A-F-F. Flat Ceiling I 1-1/2" VERHANG KiTCH�>1------- 0 O N N — Upper cabinets to 1 extend over Ref. 12'6" 10-5" unu_veuT °O �P.•PP000.090•PP0.47VPOPOP000OPOP0000.9494•0000.9490•OOO.OR�; I50 Amp ; Panel 22„ a a GARAGE O a Flat Ceiling �rn�nre. r-----------------� Block wall in j garage to be struck block I E_ I I I I I I I I I I I I I I ° nn n� ® C.C.U. I2-8-09 MT E) EME RGENC EG ESS THIRD BEDROOM A.F.F. O cn I N Flat Ceiling _ w w O w 3,_4„ 4;, 30" 14,11 3,_0„ z ODouble Linen D u le Hanging ® Han nc E B �4- „ H V an14 to be 3 %z hig O L 1 LO 0 _ o O �abZn� Hanging s oe Tac tr ci 4' S" 31611 2'-8„ 2'-8„ 2,-2„ 12'- SECOND BEDROOMN 8'-0" A.F.F. Flat Ceiling H.B. \N u O N EGRESS 1 O 916" 13'-10" N > v N vrn QL ov �U 4-3 v E� • � O �U N 0 _ NN ui > ,� r I I N 0 �(y M�U � Q U OL U LH O 1 r- — "I Q � � — O LJU fn Z N ac W z lU 00 � o 00 W - < Q- L Z cy N ## 0 1-,1-,73 73LU cal J Q — �x �v LL L U c!) LL +' tN a-+ N Q� 73 J-1--1 SHEET NO: OF 5. Digitally signed by Daniel R. Braden Date: 2021.08.19 14:56:29-04'00' JOB NUMBER: 2-100E FGLIIIIIIIINED�TICN PLAN STF,.,UCTUF,.,,,,,4L 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. `�.. 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 95% 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 99% 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. (tgpical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with flbermesh OR 6"x6" 1*10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Grade _ 77T -I AM - I. -III 11 14"w x 18"d Concrete footing with (2) 1*5 bars cont. and 1*5 3„ transverse bars at 48 o.c. 3" 14" TYPICAL FOOTING DETAIL J SCALE 1/2" = 1'-0" 4" concrete slab with flbermesh OR 6 x6 910/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 45 bar cont. Step per �. foundation plan steel DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) 41 bars vert. tied into lintels above Top of footer 16" below finished floor 12" - II- 111i 30"x30"xl6" concrete _ column footing with (�) 1111 LP Hffiiii #5 bars each way COLUMN FOOTING DETAIL SCALE 1/2" = 1'-0" 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 45 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 6O, MEETING ASTM A-I6, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. 15. 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 Thicken edge to 8"x8" with concrete and 4" concrete slab with flbermesh OR one US bar continuous 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill GRADE 11�1 PORCH SLAB EDGE DETAIL #5 bar cont. in curb Curb height _\ Verifg based on foundation plan SCALE 1/2" = I'-O" 45 bar vert. w/ 30" overlap at each filled cell Fill cell with grout and (1) 45 bar vert. (tgpical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with flbermesh OR 6"x6" 1*10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill 14"w x 18"d Concrete footing with (2) 1*5 bars cont. and 1*5 " transverse bars at 48" o.c. I All GARAGE CURB DETAIL I%2" Min . SCALE 1/2" = 1'-0" t Dist I I let 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 Dctall 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. Filled Cell Masonry Column With One FCCTING SCHEDULE Mark Size Description FI 14"W x 18"D MONOLITHIC FOOTING WITH 2 1*5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS 30" x 30" x 16"D COLUMN FOOTING WITH (4) 1*5 BARS EACH WAY F4 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS FS 14"W x 18"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS - CURB 9 0'-0" With Curb at Garage ICE"o �/ F4 21'-0" I I �Qpt. PATIO/SLAB I 12" x 12" concrete column block fill F4 a with concrete and (2) 41 bars verl into lintels above L---- —I °°------- [ r — — —— �I ---- i O F4 L—i F4 LT 0 0 I Filled cell under FI I � girder above o I I FI 24" °° Rear Porch Slab to LU F4 be poured separatelg J from House Slab. O r O � N � U o, O N Thicken footing to Oo I 24"w x 14"d x 24"L � v Q under filled cell I a O O O O Z 0 0 C CI- I under girder bearing. O I 0 � o E I Contractor to provide (� proper foundation chairs for proper steel installation 30" min. Corner Steel La n t s #5 From Footing To Beam Each. Filled Cell Masonry Column With One Grout fill To Be 3000 PSI #5 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 Single Filled Cell Column NTS 0 i Ln �N L-X -- —-- C FI — Rear Patio/Slab to FI be flush with bottom of L sliding door recess. I Slope I" I II I I O I FI I I I� I I� O O I I H.B. I 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over I C O clean compacted termite treated fill I FI I I F- I IF ef I IC o I° ----- 0 _ 00� I F o A/C #I ' F- 4"0 Steel Ballard =\O l i- See detail on this sheet I I I - I I I I I I 4" concrete slab with flbermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over O clean compacted termite treated fill N °I I W I I FI n o 0 FE IT o of to oI FSI I FS I O L--—— — — — — —— F4 O 00 I IMIFA 1.5" Recess for 00 00 Garage Door I FI I l J ;-;-;-;-;- n �O ied H.B. �U v � Nv 12'-6" f�l 3'-4„ 9'-01, 1 3111 2,-8„ 2,-8„ 2,-2„ 9'-611 2,_2„ is' -loll 5'-4" 13'-10" 35'-O" N > _ o � O > QC � ov �U � v E �o • �0 0 NN N •� r > I I oE:ac0 �(Y ap Q U N I N O O Digitally signed by Daniel R. Braden Date: 2021.08.19 14:56:19-04'00' QL O U LH fn laJ Q � � O � J--H 11� 1 V N [L 0 IV w 1.0 L-5 1� O z w OD o < > CA 0i U �i 0 Q- r r L < ZOD OD CA CA # ~ O rr T- �U U Co � � X� -1 c6 Qi LL L U c!) LL +' 73 SHEET NO: o OF 5. JOB NUMBER: 2-100E °o R. B 4 o ° .0 AGE 9770A. ao � 5. aQ „n Provide 45 bars with 12" min. lap into beam and 48 bar dia, into vert. filled cell. Provide Cast -Crete 8U16-IB/IT precast - lintel set in mortar Min. 8" Bearing Fill lintel solid with grout. 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 Verify with Plan V1 Rebar Cclumn t0 Lint& rout Filled Cell Provide 45 bars with 12" min. lap into footing and 48 bar dia, into vert, filled cell. 12"x 12" Column Block v41 R e b a r 48 Bar Did. Min. Overlap A ttaChm &nt NTS BEAM S C H E! D U L 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 „ „ „ „ #5 bars Lintel Bar Clear A B r . r'• �•' CLEAR Length Length Span Bars Bars none 2'-2" 2,U3 none 8F8-OB/IT 8F8-IB/IT 8F8-IB/2T Additional 2,3 none #5 bars CLEAR ?' �'-6" 4'-4" 3'-2" 2,#3 none [On Row of]I.., k Above 5'-4" 5'-2" 4'-O" 2,3 none r .( Precast Linnone Additiona5'-4" 2,#4 none #5 bars�___-�, 716" 2 2,U5 none 8FI6-IB/IT 8FI6-IB/2T NOTES: 8'-4" O" 2,#5 none I. min. coverage of steel=1.5" 2. min. bearing required 5 ea. end=8" ALL reinforcing Steel Is grade �O. 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" 3'-6" BPI(.-IB/IT ONE I #5 1 #5 6113 3541 2854 L31 2'-6" 2'-8" 4'-0" 8FI6-IB/IT ONE I #5 1 #5 2931 3019 2128 L45 4'-5" 5'-10" 8FI6-IB/IT ONE I #5 1 #5 4360 2093 946 L50 5'-0" 6'-6" 81`I6-IBAT ONE I #5 1 #5 3480 1880 1204 L60 6'-8" 1'-6" 8FI6-IB/IT ONE 1 #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 914 519 LI00 10'-0" ll'-4" 8FI6-IB/IT ONE 1 #5 1 #5 1366 198 604 LIOOB 10'-0" ll'-4" 8FI6-IB/IT ONE I #5 1 45 1 1366 198 604 L120 12'-0" 13'-4" 8FI6-IB/IT ONE 1 #5 1 #5 1015 606 433 L120B 12'-0" 13'-4" 8FI6-IB/IT ONE I #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" I1'-4" 8F8-IB/IT I ONE I I 1 #5 1 #5 950 404 1 251 LI60B I(.'-0" I1'-4" 8FI6-IB/IT I ONE I I I #5 1 #5 950 404 1 251 - ALL LINTELS SHALL BE MADE BY CAST-CRETE OR LOTTS LINTELS - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. HIP ROOF SHEETING ATTACHMIENT 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 Plywood 4. Use nails or screws based on pressure for roof stated in gi-mit info box on these plans for appropraite roof ones. 4 FT 2E 3Q TYPICAL GABLE I � k2 TYPICAL P 4 FT 2R 2E 0 2R 4 FT R 2N 7r� ,�.� I LL 4 FT — — — © 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, 2N .4" 6" Sd x 2.5" ring shank 16 psf Zone 3E/3R8d x 2.5" ring shank 84 psf ANY ZONE 6" 6" 1*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-19 batt 3LOCKING DETAIL )ER STRAPPING TER BEARING POINT Trusses at 24" o.c. see shop drawings bg others "Frame ceiling transition as needed using metal studs field verify exact configuration and sizes Drywall ceiling see typical section Ceiling transition Insulation Detail nts 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 ( 24" o.c.) supporting Max. into beam (22) IOd either wet nails into set or in epoxy with truss. Add blocking to R-30 Batts 1810 lbs. uplift HETA 20 truss leg per detail on this sheet -19 batts Aluminum Drip O Edge t Fascia Brace Gable end 1/8" thick light textured stucco installed per with 2" x 4" SYP 42 ASTM C 926 over ASTM D type 2 paper backed 8ft back nailed tp bottom < wire lath nailed to substrate through one layer of top chords using (2) IOd l[­_ ASTM D Tgpe 2 felt paper using 8d nails. Substrate Flash and Counter nails each truss Ll.l to be 19/32' CDX Plywood nailed at 6" o.c. in field flash and edges with IOd ring shank nails into studs. _ Nail ledger to gable end truss with (2) IOd Its at each web Metal roofing and underlayment intstalled per Product Approval as shown on sheet I over CDX decking - see roof sheeting attachment diagram on roof plan. Simpson HETA 20 or equal 12 hurricane anchor at each truss with (10) IOd x I I/2" nails 4 PRE -EN GINEE�D WOOD TRUSS ( 24" o.c.) supporting Max. 24"o.c. TYPICAL 1810lbs. uplift ( shop drawings bg manufacturer Truss mfg to provide level ° return to be I" short of wall in M22MLXXX) r m Aluminum Drip y)00(X)00()()()()(( yy O Edge t Fascia j✓ R-30 blown fiberglass L, 2 x 4 Sub -Fascia 5/8" thick stucco on 3/8" hi —rib lath V1/2" in bottom chord of trusses 12" attached to horizontal and vertical wood 41 framing with nails or staples to provide drywall with smooth finish Uj 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) #5 bar cont. in each row. Substitute lintel filled with concrete and (1) #5 I" x 4" nailer attached to Ear bar cont. for bottom row over openings level return with (2) 8d ring shank nails with min. 1.5" framing 5/8" light I/2" dr wall over I" x furringg PI —foil penetration into soffit thick textured strips at 16" o.c. with R4.1 12" x 12" concrete column stucco on typical concrete block construction insulation on t ical 8" Block walls yP block filled with concrete = All drywall to be installed per FBC R102.3.1 and (2) 10 bars vert. tied see Varies - Ian P and shall meet all pertaining ASTM codes. into lintels above cc Mortar to be Type "M" only proportioned FBC R601.1 #5 bar vert. w/ � �pper and Mortar joints shall comply with FBC R6071.2.1. thicken edge to 8"x8" 30" overlap Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) with concrete and at each filled cell one #5 bar continuous BEYOND Fill cell with Grout and Top of footer 16" below finished floor ts n ■■w mom L L31 BI 4 I SLOPE i EL"- 1 • V01--_ " W*,AWA A B I L45 N N � X L � N � � L � a W L � N N — N Q O 03 E _ L L � O N B I L45 bb Metal roofing and unde lagment intstalled per Product Approval BI as shown on sheet I over CDX decking - see roof sheeting 22" x 54" 1 Attic Access I �� — W B I L31 I z I \I I I O {� -� B I L31 B I I I In I I / I I �Celling; \ I I / I BI I \ I Lll L31 91 BI L90B B 1 1_90 HETA 20 Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. Uplift I-1 SLOPE I'4 13 N v N vrn ov �U � v E� • � O �0 N CO _ NN N •� r I Q� L I � � L o��U I � . _� U v Q IQ U QL � O � U LH � Z� Q � O ww U Z LH N [L 0 IV w w L-5 V O z w �� o CA CA U 00 �I 0 Q- r r L < 1 Z NN tt o O rr� T_ 73 Lo U c<1 X -1Q � Q) LL L U c!) LL +' mN a-+ N n� 73 SHEET NO: `4 , OF S. Step per foundation plan 4" concrete slab with f ibermesh OR J O UMBER 6"x6" 410/10 WWM on 6 mil Visqueen over - OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET a Slope per foundation plan 00 clean compacted termite treated fill — ROOF PITCH AT -4:12 UNLESS OTHERWISE NOTED ON THIS SHEET TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER D���O.D0000p ANY CHANCES TO THIS PLAN SHALL BE SUBMITTED TO THE 11I IIII IIII IIII ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. Q40 p``�°°°°° ALL TRUSS TO TRUSS CONNECTIONS BYR. -I TRUSS MANUFACTURER Digitally signed b o° 1 FI - ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR g y g y °o°. ° III 14 TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION Daniel R. Braden o��o �����® °o� 1I IIII IIII- F3 l C a l Se C t f On at Front P or C h - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO Date: 2021.08.19 0�0n°°°°° ' Scale : 1/2" = I'-C" PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO 14:56:08-04'00' �0 Rear Patio/Slab to (I) 45 bar vert. (typical). be flush with bottom ofJ I Max. spacing shall not exceed sliding door recess. Wood 48" unless otherwise noted see foundation plan notes for ROOF: O * 1 I� Base spacing at openings TRUSS CONSTRUCTION ��000_000a PANEL "A" Poles BR Load Wire Description circ# circ# Description Wire Load BR Poles 1 20 1.2 kw #12 Refrigerator I Range #6 12.0 kw 50 2 1 20 1.2 kw #12 Clothes Washer 3 1 20 1.5 kw #12 Kitchen S.A.C. 5 6 Dr er #10 5.0 kw 30 2 1 20 1.5 kw #12 Kitchen S.A.C. Z 8 1 20 #12 Bathroom Recepts 9 10 Air Cond nsor #10 5.0 kw 30 2 1 20 1.2 kw #12 Dishwasher II 12 1 20 1.2 kw 412 Microwave 13 14 Air Handler #10 5.0 kw 30 2 1 15 #14 General Lighting 15 IL I 15 #14 General Lighting 11 18 WHI #10 5.0 kw 25 2 1 15 #14 General Lighting 19 20 I 15 #14 General Lighting 21 Z2 GDO #12 0.81 KW 20 1 I 15 #14 General Lighting 23 24 Spare Spare 25 24 Spare Spare 2-1 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 1-135 3 5,205 2 1,500 3,000 I 12,000 12,000 I 1,200 1,200 I 1,500 1,500 I 1,200 1,200 I 1,200 1,200 I 5,000 5,000 I 4,500 4,500 I 810 810 Total Watts 35,615 First 10000 Watts 8100% I 10,000 10,000 Remainder 25,415 1140% 1 O 10,244 Electric Heat or A/C 10,000 565% 1 10,000 10,000 Calculated Load Watts 30,246 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 124.02 Panel Size Required = 150 Amps Electrical Sgimbol Legend S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed P 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 g Electrical Meter ® Smoke Detector Ceiling fan Tv Television Jack 0 Telephone Jack AC DISC: 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 SEE MAI "J" and E Calculatior for Unit ii FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER E A/C disc. I A/C disc. #2/0 AL SER Cable (3) 41 THHN Copper With #1 Grnd 2" PVC Schedule 40 conduit 2" PVC Schedule 150 40 conduit sleeve 150 AMP MCB into attic AMP MCB PANEL AHU PANEL AHU 200a rated 200a rated meter can O meter can O METER METER Intersystem bonding Intersystem bonding 2" PVC ( FPL)-� Termination point 2" PVC ( FPL)-� Termination point schedule 80 schedule 80 2" rigid service FPL 2" rigid service FF'L GEC Bare 44 co per wire GEC Bare 46 co ,per wire to (2) 8'-�' Galvanzied to (2) 8'-� Galvanzied ground rods ground rods W ELECTRICAL RISER ALTERNATE SERVICE ELECT. RI - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommend atlons which shall be verified prior to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment - Verifu AIC/KIC Rating brior to ordering equipment ELECTRIC NOTES: 1. Use copper wire only from panel to devices 2. Provide and wire all required smoke � 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 RMIl02 9. A/C Refri erant lines that are run thru slabs must be sleeved in -PVC 10. ALL A/C Equipment shall comply with energy calculation 11. All work shall be performed by a licensed electrical contractor, the completed system shall be full operative. 12. Contractor shall pay for all fees, permits, tes ing, 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. Ilo. 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. 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'-l" shall be installed In metal EMT conduit. 24. Dryer Vents to be installed per FBC RM1502 I >��STER I I BEDROOM I I L - - - - - /-ILI\ - - GFCI 5 CLOSE I Exhaust Duct C Thru Soffrr� 11GFcI ,4" Exhaust Duct Thru Wall WP GFCI Install owle�OrLf)- under disc. not shown �l r clarity I` U thru Opt, PATIO/SLAB WP GFCI I ��Ofi�CI \ I C REI,4T ROAM O� Smoke / Carbon Monoxide Detector Combo GFCI GFCI GFCl/ 50 CFM IT C� N 4" 3'-2„ 131t.11 t� �B S 4 2 " h GF 2" x 54'- I I ttic Access \ with light L - - - - I \ 4"cl) Steel Ballard ------ \ See detail on this sheet 1 Pull chain \ light in atticPC 150 Imp \ OPTIONAL PANEL Pan 1\ \LOCATION 42"h GFCI \ Garage Door Opener r----------------- 1 I I I I I I I I I I I I I I I I I I I I I I I I EL- CTF�:)IC;4L PL,4N SCALE: 1/,4" = I'-O" Attic \/enting Calculations FSC 2309.7 Total Attic Space = 2487 sq. ft, Venting Ratio VISO = ILS8 sq, ft. required fi roviae A Continuous Vented Soffit TI- IRD SEDRCC>l - / - -@ T \#WI IQ � / I ' Smoke / Carbon I OI Monoxide Detector Combo under AHU - I 4 T 50 \ F I \-L n) S tight \ \ I� to corner \ Is F- � �EDiROOM I F N N N Exhaust Duct Thru Soffit ER Wire For Front Post Light `-' WFCI 4� 4� E n , Center Post Light on x This corner p oW Post Light with N Photo cell E> o� IL Digitally signed by Daniel R. Braden Date: 2021.08.19 14:55:57-04'00' Z LL Q W W <1 QL W N U1 �zW L-5 k p 00�U o < NNOD OD E U OD Z # 1 CACCV 73 6 CA CA �3 �r �U Co a: x.. � 1LL N LL Q 0) SHEET NO: - I OF 5, JOB NUMBER: 2-100S