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HomeMy WebLinkAboutYoung Plans 1-6-21Southeastern Metals 29 ga 5v Crimp Metal Roofing installed per product approval FLU IIIl5.1 over PoNglass self adhered roofing underlayment over 19/32" CDX plywood attached to trusses per sheeting attachment diagram on roof plan Simpson HETA 20 or equal hurrica a anchor at each truss with (12) IOd x I I/2" nails ( 24" o.c.) supporting Max. 1810lbs, uplift Galt' -Alum Metal drip on I" x 4" Drip on I" x 8" Fascia on 2" x 6" Sub -Fascia 24" Hardi-Soffit nailed to wood joists w/ 6d x 2" long gale. box nails at 4" o.c. -1 74" Hardi-Plank Siding nailed to block wall using the following nails: Head dia = 0.30" Shank dia = 0.14" Nail Length: I y2tong at 16" o.c. Per FLU 13192.2 45 bar vert, w/ 30" overlap — at each filled cell I" Block recess for waterproofing at slab (Optional) Grade 12 6 SLOPE TYPIC�4L SECTION 16 Typical Baseboard REAR ELEVATION R-22 Spray Foam Insulation PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL ( shop drawings by manufacturer ) 5/8" drywall w/ smooth finish 1/2" drywall over I" x furring strips at 16" o.c. with R-4.2 fyfoil insulation on typical 8" Block walls All drywall is per FBC -102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) 45 bar vert. (typical). Max, spacing shall not exceed 32" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill SCALE : 1/2" = I'-C" I %4" Hardi-Plank Siding na block wall using the followin Head dia = 0.30" Shank dia = 0I,.14" Nail Length: 1 /2 ' long at 14 Per FLU 13192.2 SCALE: 1/4" = I'-O" -1 1/4" HardrPlank Sidrag nailed to block wall using the following nails: Head dia = 0.30" Shank dia = 0I,.14" Nail Length: I /2" long at 16" o.c. Per FLU 13192.2 r.1 0 � NFL N � 03 N O I N � N I W fa N !� U ilJ Z O N Lk Lk W � - Q z U U W W } QL Q Z W U O O ., 0) o � � � � N O U � — ., N Q3 ll� cy OL W o O .Z> tofu O NNE-' U 4 00 a) v ' (L t— r L 1 z 0D00 � tt oO � 11,I 3 ~ W X L U to LL - 1L r v < `tr RIGHT SIDE ELEVATION � SCALE: 1/4" = I'-O" Digitally signed by Daniel R. Braden Date: 2021.01.06 12:01:18-05'00' SHEET NO: 3, OF 9. JOB NUMBER: 20-142 tim- '9071=0- "We Southeastern Metals 29 ga 5v Crimp Metal Roofing Installed per product approval FLU 111-15.1 over Polyglass self adhered roofing underlagment over 19/32" CDX plywood attached to trusses per sheeting attachment diagram on roof plan TYPICAL ROCS NOTES: Scale 1/4" = 1'-0" — Overhangs shall be 2'-0" unless otherwise noted on this sheet — roof pitch shall be io:12 unless otherwise noted on this sheet - Truss shop drawings to be provided by manufacturer - Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. - ALL TRUSS TO TRUSS CONNECTiONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification - Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction - Contractor to provide the Architect with truss shop drawings including ALL truss cut sheets showing ALL truss reactions prior to START OF FOUNDATiON WORK for strapp and footin size Hverification. — TRUSS DEFLECTiON SHALL N2 T EXCEE8 0.5 ON ANY TRUSS. STPAPPiNG SCHEDULE HETA 20 SIMPSON HETA 20 hurricane anchor at each truss supportingg Max. 1.810 lbs, uplift. Strap shal have (9) IOd x 1 1/2" nails. #5 bars R at COVER Precast Lintel 1116----All 8P8-OD/IT dditional - 45 bars LEAR OVER ._;'': One Row ]ofBerafnBlock AbPrecast LAdditionLEAR V'. — --r u5 bars COVER BPIL-ISAT eFIL-1B/2T NOTES: I. MIN. COVERAGE OF STEEL = 1.5" 2. MIN. BEARING REQUIRED a EA. END = 4" 3. STANDARD FOR REINF. STEEL = ASTM A615 GRADE TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) Lintel Bar Clear "A" "B" Length Length Span Bars Bars 2'-10" 2'-8" 1'-6" 2,43 none 2'-2" 2,43 none 3'-10" 2'-8" 2,43 none 3'-2" 2,43 none 5'-2" 4'-O" 2,43 none 2,44 none none T-0" 6'-2" 2,tt5 none 8'-4" T-10" 1 T-0" 2,95 none ALL reinforcing steel is grade 60. LiNTEL SCHEDULE Window Pre- ors of Max. Max Max. or D l Stressed SM Block Batt" Top Grawty UpNt Lateral Mark Unit Sri cast -Crate AbOYe 8as Sint Load Load Land Width 8taal 8ttal (PLF) (PLR) (PLF) — L22 ;- 2'-10' SFS-OBAT NO — I s5 300 561 IL42 L31 -8 3'-V SPS-OBAT NO — 1 85 25LI 13L3 163 3'-I• L45 4'-5' S'-I' 8F8-OBAT NO — I s5 1341 IOIL 411111 LBO 5'-O' S'-8• SPS-OB/IT NO — I as 1105 401 331 LIO T-O' T-O' 8F8-OBAT NO — I s5 1011 121 04 L80 8'-O• 8'-8' SPS-OB/IT NO — I as 01 sea 512 L10 Y-O' 1'-8' 8P8-OBAT NO — I s5 535 530 401 L140 14'-0• 14'-8• SFIL-IIIS/IT YES ONE I as I as 1310 Bill 284 LILO IC-O' IL'-8• BPIL-15/2T YES ONE I I s5 1 2 85 1 150 1 500 1 114 LI80 18'-0• N'-4• BPIL-m/2T YES ONE I as 1 2 as 1 150 1 424 1 148 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - 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 13'-II" LONG ARE TO BE PRESTRESSED. - CONTRACTOR TO VERIFY ALL LINTEL SIZES BASED ON FINAL MASONRY OPENING SIZES AND ADJUST LINTELS ACCORDINGLY PRIOR TO ORDERING ANY/ALL LINTELS BEAM SCHEDULE Mark Size and Description BI Two rows of beam block filled with concrete and (l) 45 bar continuous in each row. Provide precast lintel filled with concrete and (l) 45 bar per lintel schedule continuous over openings. ROOF SHEETiNG ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2" long) 2. Minimum Screw Size = U8 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plgwood 4. Use nails or screws based on pressure for roof stated in permit info box on these pans for zone 3 2 4 PT 3Q 2 dt "At'� k k 4 PT 2 T 4 PT 4 PT 2 A% IL 2 4 PT 2 2 4 PT ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Ede Field Fastener Pressure Zone I (it (itring shank �45 psf Zone 2 6" 8d win shank 16 psf Zone 3 �{" �{" 8d ring shank 8�f psf ** Zone 3a 6" 6" U8 wood screw 112.5 psf BOTTOM CHORD TRUSS BRACING NOTES Contractor to brace eU tow chords m floor wLh and rod Lrats m e r abmer: - metal rMat roe of tress breary 3L' from exterior cans and spaces 12• oe. tharedter. - xlrian bracing on aryl bottom chord eheh a lon8er than 12' M clear span. ,��t �a n� ��1• x 41 mood and alien be attached to sss apaeed per tress raetures plain cal aPIKe aeh bracing to tress chord 121 IOd nirls M an one x 4' wood broary bracing alien lap one tress ALL BRACING SHALL COMPLY WITH SCSI-53 SUMMARY Digitally signed by Daniel R. Braden FL Date: 2021.01.06 12:00:14-05'00' �N LL -0 �ooQz�Q � U L— n m U U1 U O N O N N Q.) L^ -Q:Z Z N � lU O O 0 'z W o �' ��� — � 4 U —1 oo�v � '� �- < z NN � # I � � iUll 3 � � U � ,L N SHEET N0: JOB NUMBER: 20-142 4U1, o000000o aWc o� �F_L R. oR404 o AR 9770 O oo o.��oo Thicken edge to 8"x8" with concrete and one #t5 bar continuous 4" concrete slab with fibermesh OR 6"x6" ##10/10 WWM on 10 mil Visqueen ove clean compacted termite treated fill Ex Verify all stucco banding and trim per elevations Stucco return Attach door to block wall with 1/4" dia. x 3" tap —cons with min. 1 1/2" penetration at 12" o.c. max and 6" o.c. max from each corner thru I" x 8" PT Buck See door schedule and floor plan for size and locations install door per product approval bg mfg T-8 FOOTING DETAIL Drywall return SCALE 1/2" = 1'-0" Interior See typical wall sections for interior Thicken edge to 12"w x 8"d drywall finish notes with concrete and verify filled cell count per (2) 45 bar continuous floor plans at window jambs 4" concrete slab with fibermesh OR 6"x6" ##10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill / Exterior Door Jamb Detail NTS cal - III Verify all stucco banding and 3 ' trim per elevations 12" Stucco return INE ail Attach window to block wall with T —12 FOOTING DETAIL 1/4" dia. x 3" tap -cons with min. its bar vert, w/ 30" overlap — at each filled cell I" recess for waterproofing at slab Grade N E — 1 1/2" penetration at 12" o.c, max and 6" o.c, max from each corner thru I" x 4" PT Buck See window schedule and floor plan for size and locations -,,,PEE TYPICAL install window per product approval bg mfg SECTIONS 4" concrete slab with fibermesh OR Drywall return 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Interior See typical wall sections for interior drywall finish notes verify filled cell count per floor plans at window jambs I6"w x 16"d concrete monolithic III IIII footing with (2) 45 bars Cont. and its transverse bars at 32"W.rn. d OW Jamb Detail 16" NTS SCALE 1/2" = 1'-0" Ex F—I, FOOTING DETAIL SCALE 1/2" = 1'-0" 45 bar vert. w/ 30" overlap SEE TYPICAL at each filled cell SECTIONS 4" concrete slab with fibermesh OR I" recess for 6"xb" 410/10 WWM on 10 mil Visqueen over waterproofing at slab clean compacted termite treated fill See Step at Porches Drywall returr o N - N Sill —verify 00 _ — material and 16"w x I6"d concrete monolithic with owner pr — IIII IIII— to ordering footing with (2) 45 bars cont. Lintel — see plans for size and steel req. Typical 8" C1 wall complyii with ASTM I 1 1/2" Hardi—Plank siding nailed directly to CBS using 0.14" shank by 0.300" HD by 1/4" long ETlF brand Stud Nail at 14 1/2" o. orizontally and 1" o.c vert. to be blind nailed L e final bottom attachement which will be face ni 2" x 6" FT wood secured with 1/2"dia. x 6" expansion anchors with 2" sq. washer at 18" o.c. Attach window to block wall with 1/4" dia. x 3" tap -cons with min. 1 1/2" penetration at 12" o.c. max and V o.c. max from each corner thru I" x 4" PT Buck stucco return 45 bar vert. Control Joint at 30'-0" max. PLAN VIEW AT ALL/ANY CONTROL JOINTS Tilpical Masonry Wall Typical Masonry Wall Extend joint reinforcing into concrete column PLAN VIEW 32" Provide Prefabricated Provide Prefabricated "L" Joint Reinforcing "T" Joint Reinforcing Z, at ALL Corners at ALL T—intersections PLAN VIEW PLAN VIEW AT ALL 'T' INTERSECTIONS AT ALL CORNERS TYPICAL CONCRETE BLOCK WALL REINFORCING TO BE OUR—O—WAL DA3200 LADUR JOINT REINFORCEMENT IN STANDARD WEIGHT (9GA) WITH A HOT DIPPED GALVANIZED FINISH. REINFORCING SHALL BE PLACED IN ALL CONCRETE BLOCK WALLS AT 14" O.C. VERTICAL OR EVERY OTHER COURSE OF BLOCK TYPICAL MASONRY WALL REINFORCiNG DETAILS NTS overhead door track secured to wood jamb per manufacturer's product approval ALL GARAGE DOORS AS SPECIFIED IN PRODUCT APPROVAL ON THESE PLANS. DOORS TO MEET WIND PRESSURE STATED IN PERMIT INFO BOX ON THESE PLANS 3 3 and 45 transverse bars at 32 o.c. 16" \ See window schedule and floor plan for size and locations Stucco finish over sill slope f or drainage F—I6M FOOTING DETAIL its bar vert. w/ 30" overlap --- at each filled cell I" recess for waterproofing at slab Grade \ SCALE 1/2" = 1'-0" 3EE TYPICAL SECTIONS 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 24"w x 16"d concrete monolithic footing with (3) #5 bars cont. and its transverse bars at 32" o.c. 3' 3' 24" F-24 FOOTING DETAIL SCALE 1/2" = 1'-0" #t5 bar vert, w/ 30" overlap SEE TYPICAL at each filled cell ECTIONS 4" concrete slab with fibermesh OR I" recess for Cx6" 410/10 WWM on 10 mil Visqueen over waterproofing at slab clean compacted termite treated fill Grade 11 Tin N — - — III 36"w x 36"I x 12"d concrete monolithic - pad footing with 45 rebar at 8" o.c. 3 3' 36" F-36 FOOTING DETAIL SCALE 1/2" = 1'-0" I Pour concrete sill over tin cap Section Window Tad Sill NTS Seal ALL concrete block jambs prior to buck per FSC R103.8 using any approved sealant VERIFY ALL SILL MATERIAL WITH OWNER P210iZ TO ORDERING VERIFY ALL ROUGH OPENING SIZES WITH THEIR RESPECTIVE MANUFACTURER Pf210f2 TO INSTALLING MASONRY Filled Cell Masonry Column With One 45 From Footing To Beam. Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS Garaae Door Jamb Detail NT: Contractor to provide proper foundation chairs for proper steel installation C z E O OLLI c<1 Q 114 ul w v7 30" min. Corner Steel Lap nts Filled Cell Masonry Column With One 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS 2" x 4" top plate' I I 5/81, drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4' studs at IC o.c. Finish to match existing r2" x 4" P.T. bottom plate 4" concrete slab with fibermesh OR Typical baseboard 611x(V 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill interior Non —Bearing Fartition Scale: 1/2" = 1'-0" Contractor shall remove Extend filled cell wall as needed for new lintel / up into beam New Lintel shall I, I have min. 4" bearing CBS WALL li: II on each side of new opening L. 1 Provide New PT Bucks attached per I`,. VERT. 45 bar jamb details into i existing filled c 11 , CBS WALL See plan for size •{ ram'';. �. �. n!'"= •• •/. Pour sill blocks "' •" -`• '` solid for window -I ..` Provide new filled cell attachment on each side of opening I- See foundation plan DETAIL AT WINDOW OPENINGS Scale: 1/2" = 1'-0" X -4 c 0C Trip. Masonrq Filled Cell Detail NTS Sum wallboard ood casing Wood Buck Note: all doors to be prehung T gpic a I Interior D oor Detail gypsum wallboard reinforce corner metal top track bi—fold door Hd ea illed Cells (Typical) 1/2"x 4 1/2" isonrg Inspection Clean Out Hole O° bend from fc 8 bar dia. lap in id footing NTS 2"x-4" Wood Buck g0te: iio track 6) bottom Of door, use f lr. bracket pivot wood Casing gypsum wallboard reinforce corners bi—fold door 2"x-4" Wood Buck Jamb Typical S i— F old ED oor ED tail NTS "board )sing )re —hung pocket door Typical Pocket Door Detail NTS > iV rn ig L_ Q 1� II N� m L_ N 03 to (�1 O I N (�1 I iY W O -0 >�Q -0 Z � O U QZQ Z U U W W QL Q Z W U O O (n LL � N O U .. a Q3 QL � •� CY OL W o O . Z lU to u O < > �; U _J 4 00 v < (L t— t— L_ I z N� Q a�- � 11,I 3 (a~W�xv-1 L U to LL N 1L r in SHEET NO: OF 9. JOB NUMBER: 20-1�2 oor a. 0 �o_L R. 0�0�� Digitally signed by o o ° o Daniel R. Braden \_O�°, AR977o �0 opoIo Date:2021.01.06 o�° a`�\C 11:59:28-05'00'p00 000 WF GFCI ELECTRIC�4L PL�4N ELECTRIC NOTES: SCALE: 1/4" = 1'-0" I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors as noted below. 3. Contractor to verify location of electrical service and provider -4. All recessed cans to be installed per NFPA requirements. 5. All branch circuits that supply 125v single phase 15 amp or 20 amp outlets shall be protected by combination -type AFCI Circuit Breakers. �. ALL new receptacles to be Tamper resistant AFCi. 1. ALL bath and kitchen and garage receptacles to be GFCI protected. 8. ALL exterior outlets to be WP/GFCI protected. 9. A/C Return Air Balance Must comply w/ F.B.C. Mechanical 6th ed. anc 10. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC 11. ALL A/C Equipment shall be min. 16 SEER 12. Provide Disconnects at ALL appliances (water heater, A/C units, and ALL other equipment as required by N.E.C.) 13, A/C Ducts in Garage shall be metal or 1" thick minimum rigid nonmetallic Class 1 duct or other approved material and shall have no openings into I4. Smoke Alarms shall be installed in the following locations per FBC R31-4: a) In each sleeping room. b) Outside each separate sleeping area in the immediate vicinity of the c) On each additional story of the dwelling Class 0 or the garage. bedrooms. d) ALL Smoke Alarms shall be interconnected and hardwired per FBC R314.5 Electrical S mbol Le end S Single Pole Switch S3 Double Pole Switch P Push Button Switch ® Motion Detector ( closet light ) Duplex Outlet Special Receptacle W Waterproof, ground fault interrupts ® Floor Duplex Outlet ® Television Jack ® Smoke Detector ® Recessed Can Light ® 1 x 4 Florescent Light Ceiling Mounted Light Wall Mounted Light m Electrical Panel 8 Electrical Meter AC DISC A/C Disconnect Exhaust Fan Ceiling Fan © Carbon Monoxide Detector A/C disc. (3) 43/0 copper feed 200 2" Conduit MCP PANEL M TE " PVC ( FPL 2 Copper to FPL ug service ground to rebar in slab ELECTRICAL RiSER NTS PANEL „,4„ Poles BR Load Wire Description circ# circ# Description Wire Load BR Poles 2 40 1.0 kw 48 3.5 Ton A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 6 Range #6 12.0 kw 50 2 8 1 20 1.8 kw #12 Water Pump 9 10 Dryer #10 5.0 kw 30 2 II 12 1 20 1.5 kw #12 Range Hood 13 14 Irr. Pump #12 1.8 kw 20 2 1 20 1.2 kw #12 Clothes Washer 15 16 1 20 .81 kw #12 Garage Door Opener 11 18 Dishwasher #12 1.2 kw 20 1 I 20 1.5 kw 412 Kitchen S.A.C. 19 20 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw 412 Kitchen S.A.C. 21 22 General Lighting #12 20 1 1 20 #12 General Lighting 23 24 General Lighting 412 20 1 1 20 #12 General Lighting 25 26 General Lighting 412 20 1 1 20 #12 General Lighting 2-1 28 General Lighting #12 20 1 1 20 #12 General Lighting 29 30 General Lighting 412 20 1 1 20 412 General Lighting 31 32 Bathroom GFI #12 20 1 I 20 #12 Bathroom GFI 33 34 s are spare 35 36 s are spare 31 38 spare spare 39 40 spare s are 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description aty. Watts Total(Watts) General Lighting (3 watts sq. ft.) Small Appliance Circuit(s) Range Range Hood Refrigerator Dish Washer Disposal Clothes Washer Clothes Dryer Water Heater Water Pump Irrigation Pump Garage Door Opener 3,911 3 11133 2 1,500 3,000 1 12,000 12,000 1 1,100 1,100 1 1,200 1,200 1 1,200 1,200 1 1,000 1,000 1 1,200 1,200 1 5,000 5,000 1 �f,500 �f,500 1 1,800 1,800 1 1,800 1,800 2 810 1,620 Total Watts '41,153 First 10000 Watts 61100% 1 10,000 10,000 Remainder 3-1,153 514070 1 14,862 14,842 Electric Heat or A/C 10,000 81000/ 1 10,000 10,000 Calculated Load Watts 34.842 Voltage 2,40 Calculated Wattage Divided by Voltage = Total Amps 145.3 Panel Size Required = 200Amps Digitally signed by Daniel R. Braden Date: 2021.01.06 11:59:11-05'00' W o r ILo NFL N � �> to N O I N N I W Z O N Lk Lk 11_l �ooQZ Z U U W W } QL Q Z W U 0 .. t) O � � � � N 0 U n� d) Q3 QL < cv OC W o O . W co o z �' n OD O < N N �; U Q ' (L t-r L < z 0000 � *k I � �UJI U 3 3 m ~ Uj � x v LL L_ U Ei LL N < `>r 4j M7 SHEET NO: E - 1, OF 9. JOB NUMBER: 20-142 4U1, o......a 0 o AGE 9777700 O oo o own