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HomeMy WebLinkAboutBuilding Plansrieia verify FLOOR FLAN w/ ELECTRIC SCALE 1/4" = 1'-0" WALL SYMBOL LEGEND EXISTING Walla - field verify height = NEW 2" x 4" non -bearing stud walls - see sections. Square Footage Breakdown EXISTING House = 1,215 sq. ft. NEW Garage = 214 sq. ft. Under Roof Total = IAOII sq. ft. Ice ,TING w :e ! Enlarge 'ING Window for I - see Detail TYPICAL NOTES: I. Contractor to verlff�cc ALL notes and dimensions prior to proceeding with work 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 3. ALL Lumber to be used as Beam. Rafters, etc... to have a nin. 1,500 psi fiber bending stress. 4. No dissimilar metals to touch. 51. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R'102.3.5. 6. ALL wood in contact with concrete shall be pressure treated. 1. ALL wall dimensions are nominal and not finished wall or stud dimensions. 8. Lowest finished floor to be set b others - Surveyor to set in field. 9. Separationbetween residence and y garage shall be per FBC R302.6 10. Door between garage and residence shall be 1-3/4"t 20 min. rated door II. Wall and Ceiling shall- have a flame -spread classification of not greater than 200 per FBC R302.9.1 12. Wall and ceiling finishes shall have a smoke -developed index of not greater than -450 per FBC R302.9.2 13. Gyyppsum board material shall conform to ASTM C36, C-19, C415, C514, C630, C931 Ccf60, C 002, C10471,C111-1, CiI-18, C1218, C1395, or C1394 and shall be installed according" to the following: (FBC R102.3.5) See table below for attachment 14. 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 accompanLlinq smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. insulation 'shall comply with F.B.C. R316. Druwall Attachment Table FBC R102.3.5 Drywall Thickness L ation orientation Framing Member Max. spacing fasteners Nat sing options for Spacing of installation of drywall into Nate Screws Maximum wood framing members 2" x min. thickness Ceiling Perpendicular 24" i" 121, 13ga 1 3/8" long with 19/0" head 0.098" diameter x 1 ✓4" long annular -ringed or 5d cooler Hat OR 0.080" dia. x 1 5/8" long with Walls Either 141, 8" 14" Direction 15/44" head OR Ggpsum board nail 0.084" die. x 15/8" with 9/32" head. Coding Perpendicular 24" 7" 12^ 13ga 1 5/8" long with 19/44" head 0.098" diameter x 1 3/8" Ion g „ annular -ringed or Ld cooler nail OR Walls Either IL" 81, IL° 0.092" dia. x 1 1/8" long with Direction 1/4" head OR Gypsum board nail 0.0915" dia. x 1 1/8" with 19/44" head. ELECTRIC NOTES: 15. Use copper wire only, no aluminum. 16. Contractor to verify location of electrical service and provider 11. All NEW recessed cans to be installed per NFPA ,-equirements. 18. All NEW branch circuits that supply 125v single phase 15 amp or 20 amp outlets shall be protected by combination -type AFCI Circuit Breakers, 19. ALL new receptacles to be Tamper resistant AFCL 20. Electrician to complete electrical load calculation and panel schedules as required by the governing building department 7 eb.<. 471 to 1"P - aervi gramd to rebar- shwb ELECTRICAL RISER NTS Florida Building Code Residential: LTH Edition and ASCE 1-10 for Wtr!d Loading Building Design is: Enclosed Risk Category: 11 Wind Speed: ILO mph /ultimate Mean Roof Height: EXISTINQ Roof Pitch: EXISTING Internal Pressure Coe icient: ±O_IS Sub jectabdity to damage from: Weathering: Neghglble Term( s: Merin Heavu Width of Roof End Zone: 5'-L" Wind Exposure Classification: B Adjustment factor for Exposure Height Using Allowable Stress Design and Load Combination per ASCE 1-10 Section 2.4 DL+LL, DL+O.LWL, O,LDL+O.LWL Exp Height Ad j Factor: I OO x Load Combo Factor 0.4 = 0.4 applied below Components t Cladding Wind Pressure (NET) Roof Zone: I. +IL.0/-24.0 psf Roof Zone: 2. +I4.0/-45.0 pat Roof Zone: 3. +IL.O/-LL.O pat Components t Cladding Wall End Zone Width: 5'-L" Components t Cladding Wind Pressure (NET) Wall Zone: 4• +28,0/-30.0 psf Wall Zone: 5. +28.0/-38.0 psf Components t Cladding Wind Pressure (NET) on Garage Door: +24.0/-29.Opsf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Detai s Provided? Yes Minimum Soil Bearing Pressure:2°500 psi, Presumptive: X By Test: pat This Building Shall Have the Following: APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER: al Window Schedule Mark Size Window Description q I. 2'-2" x 4'-7" SINGLE HUNG - IMPACT - REPLACE EXISTING s°- •I - E R s - ALL Windows to be white ESP aluminum windows with tint. f Provide muntin's and structural mullions Per elevations. See g product approval chart for window manufacturer information. ALL windows to withstand Pressures stated in Permit il- Information Box on these plans. - ALL windows in bathrooms to be tempered - ALL windows within 18" of finished floor to be tempered unless impact rated. - verify arl masonry/rough opening sizes prior to ordering windows. Door Schedule Mark Size Door Descri tion A X L SOLI® CORE - WOOD a -O" X 1'-O• GARAGE DOOR - ALL exterior doors including garage doors to withstand pressures stated in permit information box on these plans. - verify all masonry/rough opening sizes prior to ordering windows. - See product approval chart on these plans for exterior door manufacturer information (including garage door) - Provide one exit door (swing type) that is 3'-0" wide minimum and one emergency escape door (not shuttered). If escape door has glazing then it must be impact resistant and shall NOT be thru garage. This may be the same door if it meets both criteria listed above. Electrical • Legend" Eli • 0 .• - • s , , V a VA \ W 0 0 - 'Amin Imo_'®�■�J� ,a0�i�s��m .mm-v��©M&WAVM ---. MIMM .JANI®MiWAN ✓/��/I� -M®®�A r 'A=©Ci.u=.,_--MAMMA wm��==WAIM EX15TQ06 PAN LOAD CALCUL (1ON 5K#kT L Descri Chg. WattslTotal(WatWf antral Lighting, (, Watts, ,sq t.) Small, Appliance ircult(s>. . , . , , . , . Rang? ....... ........... ........:...... ... Reng4:H. ........... ..... .......:. .. . ..........: .:... ,,.trigs . for ..... .. t::..:...... Dish ,ashen . osp( :'. ... .... Clotfip�, , a�hmr, . Clot . O'ry4r...... :, ........5 .Wa .f. Heater,,:;, :....,. Pump, , .. , 1$' 3 3d 2 ISOO Z 0 1 12.000 12 000 I 1.100 I100 I 120 _ 12 0 1 I 00 00 I 1 000 1 000 120 1,200 ZI O 5 000 I 500 4 00 1 1800 1800 Deal Watts .825 NEW Garage = 150 sq. ft. (3 watts sq. ft) 214 3 448 Garage Door Opener 1 810 8t0 NEW Total Watts � First 10000 Watts a100% 1 110.000 10,000 Remainder 21,4113.2 040% 1 O 24.913.2 Electric Heat or A/C 10,000 e100% 1 10,000 10,000 Calculated Load Watts 30.4113.2 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.81 Existin y 150 Amps Opening Product Approval Submittal Affidavit WL®d{%® SvIng Doors, Overhead i/Vyra, Shding l✓Wra° ,e881d1o®ra & Vk3fliType gLa1,O Opening NOAjFL ER Product Model # Manufacturer Glass Attachment method � � tion Date Design Pres ure of Approved Testa i. FL# 239,4 Sin le Hun g g SH-100 Impact PGT 5/14" I/4" die. leptons w/ sun. 13/e" penetration to be spaced per product approval: Contractor shall adhere to min. edge distances specified in Product approval + 80.0 PSF - y• FL# 1G30.1 Fiberglass door ClassicCraft Therms-Tru I/4" die. x 3" tspeons w/ min. I I/2" ppenetration at spaced per product approval on sheet 5 of 1. ± 50.0 PSF 3' 20-0101.OL Steel Overhead Gara a Door Hurricane Masts Model 824/811 DAB Door Co. Install per product approval including iamb supplement and manufacturers recommendations. See buck deta ®- Roar zone I Walls Zone 4 tt� ASTM D e 2 fTggpelt Ypaper using 8d nadsyVSubstrate to be 19/32' CDX Plywood nailed at L" o.c. in field FRON® ®� and edges with IQd ring shank nails into studs. EH -ill®• il® Color and text re to match existing - field verify. SCALE: I/4" = I°-O" . RECEIVED DEC 0 2 1010 permitting Department St. Lude County Coos irslE' Vjejn/ T"� , PLfA (%CCI� COUWy socC r Ld) CF c m a � 1 � u t!L q ® � m LU LLi L- ? Q � � � L � c `f I � � O ® n•ci QL W o 111 � u � Q � (L ODD 00 Q f- SHEET NO: OF 2. JOB NUMBER: 20-229 .ad ®�a� R. eta[ o: �® ', AR 9770 n Dry W ooc Casl 2"x studs - E for stud sizes 19/32" CDX Plywood __s finish eather Strip Sanding - see elevations :h door to wall product approval 6y door manufacturer Typical Exterior Door Detail NTS Stucco finish Stucco Banding - see elevations 19/32" CDX Plywood -- — Door stop Jamb 2"x studs - see section for sizes p N Ot e: Drywall / all doors to be prehung Attach door to wall per product approval by door manufacturer Typical Exterior Door Detail NTS See wall sections for stud sizes and strapping Stud PT Bottom Diate C 5/8" CDX Plywood ASTM D type 2 Building paper - ` or house wrap thick stucco installed per ASTM C 924 —A5TM D type 2 Paper backed wire lath Attach weep screed to wail using 6d x I" nails at 14" o.c. min, above grade or _)116, II I I I I_I 1 4 min. above patio slabs 1 .. _. III,, r,—Till I l—' WEEF SCREED DETAIL TO COMPLY WITH FBC R104 Scale: 1" = 1'-0" Min. (3) Studs at each side or opening Strap double top plate to each stud using Simpson SP straps. Adjust strap size to match a 2"x studs - see wall sections for apphcabl and stud spacing 2"x blocking as req. by Florida Building Code Residential. 1 Tapcon screws itlO x 3" 14" o.c. or 1/2" dim. x5/12" Lg. Bolts - see wall sections "Red Heads" w/ 2"dim.x 1/8" washer for size and spacings. EXISTING TYPICAL SPACING s AT SIDES EXIS9`MG CBS WALL Strap studs to PT frame uuna Simpson H2.5 strap with (10) 8d nmla in each strap Emoting lintel or beam to remain (V Frame in existing opening with 2" x 8" studs at IV o.c:. 6„ Tapcon 2" x 8" PT wood -_ framing around perimeter of ooppaerang and attach using (2) I/4" x 3" tapocns as shhown Strap PT bottom plate to block wall Strap each stud using Simpson impson H2 to strap frame using SP straps. Adjust the i m H2.5 sir with (10) ®d strap size to match stud width TYPI AL SPA ING nab in each strap 6" curb - see typical section F Y Dowel 4" curb to Existing 'fA ` slab -see wall section for size and spacing Frame to dock Wall Anchor Detail Existing Beam 1/2" dryivall on 2" x 4" wood studs at 14" o.c. NEW GARAGE Provide 1/2" din. expansion anchor at 18" minimum Dowel 45 bar x 12" long 4" into existing slab and set in Hitt HIT RE500 adhesive (or equal) at 18" o.c. for slab to curb connection Existing I I. Swab 'f 'O \, Scale: NTS Ned 5/8 CDX plyeoad to exterior side of qpening using I0d ring shank nails at L" o.c. field and edges. Finish with stucco to match existing OFENING FRAME —IN DETAIL Scale: 1/2" = 1'-0" Contractor shall provide Existing Roof for tempovarg shoring under block to remain i Contractor shall remove ff+�� wall as needed for new lintel Existing Fascia Existing Provide Cast -Crete q 14 Soffit BUS-OB/OT precast Remove Existing lintel set in mortar lock as needed Provide 2" x 4" Top plate w/ �— Mn. 4" Bearing s + and set new lintel over new opening Simpson SP4 or equal at each stud to Top Plate connection' , New Lintel shall " have min. 4" bearing i side of new ones 1/8" thick light textured stucco installed per gg — opening oP 9 ASTM C 92( over ASTM D type 2 paper backed ',� ' .,�''• wire lath nailed to substrate through one layer of Provide New PT _-ASTM D Type to be 19/32" 2 felt paper using Sol nails. Substrate Plywood nailed at L" o.c. in field CDX Ply Dowel (1) 45 bar EXI Bucks Bucks attached per '�• and edges with IOd ring shank nails into studs.W 111 W/ 25 min lap details into existing filled c Il. I. Colorand texture to match emoting - Field verity. • . and 6" embed �; EXISTING It. CBSWALL Provide 2" x 4" PT Bottom plate w/ Simpson SP4 See - or equal at each stud to Bottom Plate connection and �1/2" die. Anchor Bolt w/ 2" washers at plate to concrete T , connection and Simpson PH02 at each end opening 61 Pour sill blocks Remove block as needed --r —Weep Screed - See Detect solid for Window '.. each side of window for new vent. steel -Fill solid with grout attacfiment t --- -- 4" concrete curb t ITr � 4 ;f --- - Emoting Thickened Existing slab to remain--� l'A%, , Mi� Edge DETAIL AT NEW WINDOW OFENINGS Scale: 1/2" = 1'-0" TYPICAL SECTION Scale : 1/2" = 1'-0" I n 1 2" x 4" Buck w/ 1/2" dia. lag bolts with 3" min. embedment at 18" o.c. 4' from each corner top, sides, and bottom overhead door track secured to wood Jamb per manufacturers spec's Garage Door Jamb Detail at Frame Wall SEE PRODUCT APPROVAL FOR GARAGE NTS MANUFACTURERS TRACK INSTALLATION INSTRUCTIONS 0 0 N W a V io ' L � 3 Strap stud to top plate using Simpson SP4 2" x 4" Top plate Strap truss over plate to header using LSTA 12 at 24" o.c. with (8) IOd nails each strap EXISTING Header Provide Simpson LSTA 18 as shown 2" x 4" studs j co Lao studs together using 3/8" dia. x 4.5" lag screws recess head as needed co ADD Simpson HTT5 Strap with 5/8" din. threaded rod set in clean hole filled with epoxy and rredrilled 24) IOd x 1 1/2" nails in each strap supporting max 4,350 lbs. max uplift it - 2" x 4" PT Bottom �- EXISTING slab and footing Garage Door Strappinq Detail Scale: 1/2" = l'—O" stucco retul ttach window to block wall with 4" dia. x 3" tap —cons with min. 1/2" penetration at 12" o.c. max id 6" o.c. max from each corner thru x -4" PT :Buck rgwall return arble sill ywall Section 5 Window Head � Sill NTS 9� -J AC � cv U Q OD a f- u (Y Q O U LQ Z W W ui f� > W/ ti) � _ _O Q 0 to AQ p� N V Q < W n 1J,— W u° O z w OD m oo z> LnGot � a —r4dQD��a r r 1 Z c4 oi tt a � W cv cy to � 'Cr f— W x ti �C3 R v (_ U N I- u_ N r wfo 0) SHEET NO: D-1. OF 2. JOB NUMBER: 20-229 ��e AR9T7® �