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HomeMy WebLinkAboutCONSTRUCTION PLAN & DETAILSi a `v �> 'v u_ © ® _ FRONT ELE\/AT ON LEFT SIDE. ELE\/AT Oil Install 1 I " CemPanel Siding face nailed thru plank overlapp using the following nails: Head dia = 0.22" Shank dia = 0.09" Nail Length: 2y2" long at 16" o.c. with a maximum pressure of -84.3 psf Per FLU 13192.2 over house wrap or 151b felt on 19/32" COX plywood nailed to studs using 10d ring shank nails at 6" o.c. at edges and 12" o.c. in field to studs at 16" o.c. SCALe: 1/41- - r-v- SCALE: 1/4" le, I'-0" Install 1%"CemPanel Siding face nailed thiu plank overlap using the following nail Head dia = 0.22" Shank dia = 0.09" Nail Length: 2y2" long at 14" o.c. with a maximum pressure of -84.3 psf Per FL# 13192.2 over house wrap or 1511 on 19/32" COX plywood nailed to studs 10 1 ring shank nails at 6" o.c. at edges 12` o.c. in field to studs at 14" o.c. H. tall 1%"CemPanel Siding face nailed u plank overlapp using the following nails: ad dia = 0.22" ank dia = 0.09" I Length: 2}2" long at 14" o.c. h a maximum pressure of -84.3 par -r FLU 15192.2 over house wrap or 151b felt 19/32" COX pplywood nailed to studs using d ring shank naila at 6" o.c. at Fudges and O.C. in field to studs at 11" o.c Side Load Single Product Approval Submittal Affidavit Hung (4100) Opening Type Opening Schedule Swing Doors. Overhead Doors, Sliding Doors, NOA/FL Product Model # Manufacturer N[kt[B15R Windows & Skylights �5TT Glass Attachment method DE><Piratioa to um _ Dest of Apl roved Tests 1, FLU 239.4 Side Load Si k Hung i4100S 9 Inwlated Glass Builders Atl Aluminum Jeldwen 3/4" 1/4' die. tapcons w/ min. 1 3/8" penetration to be epecade per product approval. Contractor shall adhere to min. edge distances specified in Product approval + 50.0 PSF - -- - 2. FL# 5891.4 6'-8. Opaque 1/6 O/a simple Door Wood -edge seal Side -Hinged Door Uret JeldWen 1/4' ails. tapcons all min. 1 1/4' penetration to be spaced per product approval. Contractor shall adhere to min. edge distances specified in Product approval + 10.0 PSF - 3. FLtt 8248'13 Steel Overhead Garage Door 8100 Series Raised Panel Wayne Dalton Install per product approval including ,iamb supplement and manufacturers recommendations. See puck doted on these plan for buck installation. Must have center poet see approval. + 46.�/-52 PSF Product NOA/FL NUMBER Model # Manufacturer Attachment Method —___. ir ation Da— - Des i Pre�ure of Approved Tests Mulbons Roof Siding FLU 13223.1 CemPanel vertical siding James Hardie Products Install CemPanel Siding snarled to 2" x etude at max. I6" o.c. with 2.5" long x 0.09" shank dia. x 0.22" HD ring shank nails at 16 o.c. field and edges IAW product approval and manufacturers req. over 19"/32" plywood - 84 3 PSF Soffit Hurricane Panels ALL Product Testing by: Miami -Dads County Building Code Compliance Office / Product Control Division I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) i RIGHT, SIDE ELE\/ATION Strap double top plate to each stud using Simpson SP straps. Adjust the strap size to match stud width 2"x studs - see wall sections for applicable widths and stud spacing Stud along block wall to be PT Hard i plank siding see elevations for notes Hard i plank window trim see elevations for notes hardi at sill material ,window unit lath window t er manufacturer T Hardi plank see elevation Hard plank window trim see elevation for notes Hard? ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED SCALE: 1/4" = I'-0" CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONS{Bf rN OF THE CONTRACTOR OF RECORD 'i HESE PLANS AND ALL PROPOSED WORK Beam - see tg ICaI ARE SUBJECT TO ANY CORRECTIONS kp Ri'UUIRED BYFIELD INSPECTORS THAT section at bloc wall. WAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. Contractor to fill last cell solid with concrete and (U 45 bar Vert. for frame wall attachment. Topcon screws u10 x 3" 16" o.c. or 1/2" dim. x5/12" Lg. "Red Heads" w/ 2"dim.x 1/8" washer 2" x 6" stud wall two studs under header two on outside cal Window Jamb 2 opening framing a product approval 51 Frame Wall NTS (3) 2" x 12" header 4ttach window to opening framing ter manufacturers product approval ,ywall return Ulndow — verify rough )pening size manufacturer irble sill 11 i '-drywall Window Header and Sill detail 51 Frame Wall Wood Casing Scale : I — 1/2" = I'—O" 19/32" COX Plywood I d CemPanel Siding &other Strip 2"x blocking as req. bI 2"x studs - see for stud sizes Florida Building Code Resldentlal• I x 4 Hardiplank Trim Goor LL CIE CfpL1TY $i7IDr --- stopST. See typlcal block wall REVIEq'EDFOR ODf➢LIANrI�Attach REVIEWED BY {K«/cFf/ door to wall section PNSAA b e per product approval y door manufacturer OCLNGLYBSTREpTONJOBHEAD CTI01 �VLLL BE ;1I lcrete f.00ter , F-ram� to dock Uall Anchor Detail Typical Exterior Door Detail Scale: NTS NTS _ PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: LTH Edition and ASCE 1-10 for Wind Loading Budding Design is: Enclosed Risk Cata g: II Wind Speed: 145 mph ultimate Mean Roof Height: Roof Pitch: 4:12 Internal Pressure Coefficient: ±0.18 Subjectablhty to damage from: Weathering: Negligible Termites:Veru 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 2A DL+ILL: DL+O.LWL: O.LDL+O.LWL Exp Height Adj Factor: 1.00 x Load Combo Factor 0.6 = 0.4 applied below Components I Cladding Wind Pressure (NET) Roof Zone: I. EXISTING per Roof Zone: 2. EXISTING per Roof Zone: 3. EXISTING per Components I Cladding Wall End Zone Width: 5'-4" Components I Cladding Wind Pressure (NET) Wall Zone: 4.+30.0/-32.0 par Wall Zone: 5.+30.0/-40.0psf Components I Cladding Wind Pressure (NET) on Garage Door: +24.0/-31.0 pet Shear Walls Considered for Structure? yes Continuous Load Path Provided? Are Components an Cladding Details Provided? Yee Minimum Sal Bearing Pressure:2,500 psi. Presumptive: X Big Test: pa This Budding Shall Have the Following: APPROVED SHUTTERS:_ IMPACT GLASS: X BOTH:_ NEITHER: W niA°w ,,RrrOOP riroN as ' W o tld3 Mni°�n E3 - Rod Zone I C I - Roof Zone 2 - Corner Zones Wills Zone 4 Wells Zone 6 Rod Zons 3 END ZONE CemPanel Siding 19/32" COX I x 4" Hardiplank Tnffl 411w" g iAY �1 I.I�Pe ,klfiisly con stop Jamb studs - see section for sizes Note: all doors to be prehung Attach door to wall pper product approval by door manufacturer Typical Exterior Door Detail NTS J a so OD U rp a I a Q�tk a- a u so Ln 0 lk U (� 0 nL V L U_ W L to ' U 0 LL � a 4-k } O L O 0 L � � � U � � t Q- N til v 4O c �O �O L. > 00 f+l a uk 4 Ln CO nz O C iy N v U w j Do OD o Q �CL oOD00 Q v I o�CA R a►VNN w•s 141 OUiW r-r- a.r X F J tu EtL 4J L. to L. M Sheet Comm :a18-112 TYPICAL NOTES: SCALE 1/4" = 1'-0" I. Contractor to verify ALL notes and dimentsions 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 minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. S. ALL wood in contact with concrete shall be pressure treated. 6. ALL wall dimensions are nominal and not finished wall or stud dimensions. WALL SYMBOL LEGEND = 2" x 4" stud walls - see sections. = 2" x 4" stud walls - see sections. SCOFE OF WORK: — Enclose exist. carport to create new garage Strap stud to top plate using Simpson SPG (3) 2" x L" Top plate Strap truss over plate to header using LSTAW at 24" o.c. with (14) IOd nails each strap (3) 2" x 12" header Provide Simpson LSTA 18 as shown 2" x L" studs Leg studs together using 3/8" dia. x 4.5" lag screws recess head as needed ADD Simpson HTT5 Strap with 5/8" die. threaded rod set in rredrilled clean hole filled with epoxy and 26) IOd x 1 1/2" nails in each strap supporting max 4,350 lbs, max uplift 2" x L" PT Bottom v� Existing slab and footing to remain Garage Door Strapping Detail Scale: 1/2 = I'—O" FOUN FOUNDATION NOTES: I. Any changes to plans must be submitted to the architect for approval prior to proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions prior to start of construction. 3. ALL Concrete used for slabs shall be 3,000 PSI concrete min., and ALL Concrete used for vertical filled cells, continuous. tie beams etc.. shall be 3,000 P.S.I. concrete and/or 4 000 P.S.I. grout mix min. 4. Soil bearing capacity assumed to be 25b0 psf and stable. This shall be confirmed in writing by soil testing report done by others prior to the start of any construction 5. Verify all recess thickness at shower floors, all floor finishes as selected by owner, door sills t thresholds prior to placing any slabs. 4. ALL Reinforcing steel shall be grade 40, meeting ASTM A-14 and A-35 specifications. ALL Anchors to be A-301 steel. 1. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. Existingg Reofine To C Provide new 18"w AS'd concrete monolithic footing with (2) #5 bars bottom steel. Tie bottom steel to transverse bars set in epoxy. Existing 8" footing and slab I/2" Recess in slab / to remain\ M — CID Ln -IIII IIIIII� I11 —III IIII Set new steel 3" 6" min. in epoxy embedment FOOTING REPAIR DETAIL SCALE 1/2" = 1'-0" Min. (3) studs at . each side of opening 2" x L" Buck w/ / 1/2" dia. lag bolts with 4" min. embedment at 18" o.c. 6" 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 Existing straps to remain Existing wood beam — Existing fascia to remain — Existing Soffit To Remain repair as needed Install l Y4" Hardi-Plank Siding face nailed thru plank overlapp using the following nails: Head die 0.22" Shank die 0.09" Nail Length: 2Y2" long at IL" o.c. with a maximum pressure of -34.3 psf Per FL# 13192.2 over house wrap or 151b felt on 19/32" COX plywood nailed to studs using Iod ring shank nails at L" o.c. at edges and 12" o.c. in field to studs at IL" o.c. Provide new 4"w x L"h concrete curb with (U 31:4 bar cont. Termite shield Dowel #4 bar x 10" long min. 4" into exist. footing and set epoxy at 24" o.c. Grade , Electrical Symbol Legend S Single Pole Swatch Ss Double Pole Switch e Pueh Button Switch Duplex Outlet w. GF1 Waterproof. ground fault interrupter ♦ Wall Mounted Light 2" long L" into set in Hilti HIT (or equal) at Is" O.C. onnection and settlement xl8'd concrete with (2) #5 bars e bottom steel to at in epoxy. r detail 3 steel into win. L' and set in epoxy (or equal) Door Schedule lark Size I Door Description A 10'-0" x S'-O" GARAGE DOOR B 3'-0. x 8'-0" SOLID CORE WOOD - 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. Window Schedule c u QC lark Size (wxl) Window Description x 4'-2" SINGLE HUNG 2. V-1" x V-2" SINGLE HUNG - ALL Windows to be white ESP aluminum windows with tint. Provide muntin's and structural mullions per elevations. See product approval chart for window manufacturer information. c - ALL windows to withstand Pressures stated in Permit o aoc Information Box on these plans. S 0 v - ALL windows in bathrooms to be tempered (- q u - ALL windows within 18" of finished floor to be tempered Ln unless impact rated. U - verify all masonry/rough opening sizes prior to ordering windows. Existing Roofing To Remain New drop -down gable truss strapped EXISTING TRUSSES ALL WINDOW AND DOOR to existing 2x with H2.5A twist TO REMAIN \ OPENINGS SHALL BE PROTECTED strap with (10) Bid nails WITH WALL SEALANT PRIOR TO PROPER INSTALLATION WITH ANY APPROVED PRODUCT Existing Soffit To Remain repair as needed STING TRUSSES rO REMAIN Field Verify Existing Beam Install l Y4" Hardi-Plank Siding face nailed thru plank overlapp using the following nails: Head dia = 0.22" Shank dia = 0.09" Nail Length: 2Y2" long at IG" o.c. with a maximum pressure of -84.3 psf Per FL# 13192.2 over house wrap or 151b felt on 19/32" COX plywood nailed to studs using IOd ring shank nods at L" o.c. at edges and 12" o.c. in field to studs at IL" o.c. Provide simpson LSTA18 See Garage Door Strapping Detail (on this sheet) Attach 2" x L" plate to existing beam using ul #12 x 3.25" screws at 12" o.c. o } Attach plates together using #12 x 3.25" i screws at 12" o.c. ro D ul u_ 2" x 4" SYP #2 PT studs MM at IL" o.c. Install one row of blocking at midepan of stud 2" x 4" PT bottom plate with 1/2" die x L" expansion anchors and I" washers at 32" o.c. max. Provide Simpson SP4 strap at each stud to plate connection Existing Slab and Footing To Remain —�77IIIIIIII==III IIII- III=IIII— IIIIIIII—IIII ALL NEW LUMBER TO BE IIIIII IIIIIIII l 111111; IIII SYP #2 PT See Door Schedule (on this sheet) See Footing Repair Detail (on this sheet) 1 1/2" Recess in slab- M ME Q.. ' C c >00M Q 4 Ln OD (2c r- OD OD E C (L 9OD � � o "" Field Verify Existing c R �Uryry iu uW rr y Attecfi door per ,�iL6 detail on this sheet esi ? E �} `v LU in� m R LL Existing Slab and Cc footing to remain III IIII—IIII IIII IIII=IIII � IIII -I • I=I I IIII IIII—IIII—IIII=IIII= —IIII=IIII=i=11 I— =1-� j I1= Sheet i==1111� III IIII=IIII=IIII ;,Ili' III- IIIIII,-1111-1111=1' TYPICAL SECTION rB Section at Garage Doors Comm it 2. Scale : 1/2" = I' -ON 2. Scale : 1/2" = 1'-0" 18-112