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HomeMy WebLinkAboutBuilding plansFLOOR FLAN - Field erl �a 0 D m s s el-aIS �� 12-10 3'-3" h o I ti �� I BEDROOM I 5 $hel �s F %� I ' I,Uindow &ch+~dule TYPICAL NOTES: SCALE 1/4" 1'-0" I. Contractor to verify ALL notes and dimensions prior t0 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 F.S.I. fiber stress. 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be 2500 PSI concrete, and ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 F.B.I. grout mix 6: Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws: I. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. I. 4'-3" x 4'-2" SINGLE HUNG 2,- �'-6" x 4'-21, HORIZONTAL ROLLER - EGRESS 3. 2'-4" x 3'-2" S swim stair ing - ALL Windows 's be white ESP aluminum. windows with tint, Provide muntin's and structural mullions per elevations: See product approval chart. for window manufacturer information. - ALL windows to withstand Pressures stated inPermit Information Box on these plans. - ALL Windowsinbathrooms to be tempered - ALL windows within 18" of finished floor to be tempered unless im act rated I 9. ALL plumbing fixturesto be low flow. - verif ' a I masonr /rou h o enin r e r or t de s. A I remove existing window 10. Contractor to Provide Drain at water heater in accordancey windows.y 9 p g s z s p I o or ring .3` O with the Florida Plumbing Code 2014 edition:"y o, w.H. =Water Heater in Pan with Dram �'ay•a.• '-4" II. Wall and Ceiling shall have a flame -spread classification of not greater than 200 ��� Schedule °^^y So © 9�F o 4 12. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 Mark Size DoorDescrl Lion_ io a` M'r 13. 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 A 2'-8" X ('_8"SOLID CORE -WOOD materials exposed on the underside of the roof deck or on the attic walls shall comply 5 2'-8" X 6'-e" SOUR CORE - WOOD - POCKET with F.B.C. Residential Section R314 - see permit info box of code edition io. 4 BATH 14. Gyyppsum board material shall conform to ASTi`1 C36, C19, C415, C514, C630, C931 C (2) 3 -o X c -8" MIRRORED SLIDERS ®id �•. C960, C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be installed - ALL exterior doors including garage doors to withstand y LohP � according to the following: pressuresstated in ermit Information box on these lens 0 SHOWER Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizingLions for . mstalletion of drywall into Spacing Maximum wood framing members Nails $crews 2" x min. thickness Ceding Perpendicular 24" 7" 121, 13ga 1 3/8" long with 19/44' head 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler mail y 2 OR Walls Either 14" S. IG" 0.080" dia. x 1 5/8" long with 15/G4" head Direction OR Gypsum board nail 0.084" dia. x 15/8" with 9/ 2" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/44' head OR 0.098"-diameter x 1 3/8" long annular -ringed or 4d cooler naiOR Walls Either IG" 8" 140 0.092" dia.. x 1 1/8" long with 1/4" head Direction OR Gypsum board nail 0.0115" dia. X 1 1/8 witfi r,/64" head. P P - 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 8'�s minimum and one emergency escape door (not shuttered). f0•,1 If escape door has glazing then it must be impact resistant Fie'd Ver,rS and shall NOT be thru garage. This may be the same door FLOOR F L A N if it meets both criteria listed above. SEAL CONCRETE BLOCK AT DOOR' AND WINDOW OPENINGS 28.00 N.A.V. = MAXHEIGHT RESTRICTION WITH CONCRETE SEALANT PRIOR TO BUCK INSTALLATION PER FBC R 103.8 WALL SYMBOL LEGEND - - 15. ALL ceramic file surfaces installed shall conform to ASTM A108.I thru A108.6, Q CBS walls - Fill cells solid with concrete and (1) #5 bar Vert, at 4 " ei c for walls u t-i 10'-O"* hi h A108.1, AllB.l, A118.3, A136.1 and A131.1 • • t, g 14, Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM = 2"; x 4" non -bearing stud walls - see sections. Insulate C1288, C1325, OR C1178 and installed I.A.W. manufacturers recommendations shall with R-11 batts at bathrooms t between A/C and be used as backer for the wall file in tub areas and wall panels in shower areas. Non -A/C spaces T iu 11. Insulation including facings such as retarders or vapor permeable members installed * top of wall height Is clear span of block to bottom of first stru tur I ez m' Zo> within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics d 25 h k cal o excee W1t an accompa,�ylng so shall have a flame spread Index not tme developed index not to exceed 450 when tested in accordance with ASTM E 84. o '� Insulation shall compIq with F.B.C. R316. PERMITTING INFORMATION (FORM 100) - n - l.i �. - - - - - - - - - - - - -.- - - - - - - Florida Building Code Residential: 5th Edition and A5CE l-10 for Wind Loading W _ _- - - - - - - - -� Building Design is: Enclosed Risk Category: Roof Pitch: 3:12 11 Wind Speed: 145 mph ultimate z Mean Roof Height: 21'- a Internal Pressure Coe laent: ±0.18 w' a Subjectabihtg to damage from: Weathering: Negligible Termites: Veru Heavu > Width of Roof End Zone: 5'-6" W o Wind Exposure Classification: C Adjustment factor for Exposure Height Using Allowable Stress Design and NIP ROOF 2:12 o 4;12 PITCH LL Load Combination per ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; 0.6DL+O.6WL Exp Height Adj Factor. 1•29 x Load Combo Factor 0.6 = 0.114 applied below 1 O N.A.V. = Fin h Floor Components & Cladding Wind Pressure (NET) Roof Zone: I. +22.0/-35.0 psf 4.00 Fl d levati Roof Zone: 2 +22 0/-41 0 psf F-1 .A.V. - n EXISTING SECOND FLOOR THESE .ARC r Fi 4 CONCEALED ASTENERS OR A ACHMEHTS ARE TH AESPONSiBILM THE RACTOAOf 'OR AND SHGC COh IF ENERGY CODE ON LL DOORS AND' ,pT'IoAW CO SY•FIELO INSPE ST. LUCTIR COUNTv RIM n+NO RFVJFN r:D FO' V" ticl it r: V l LFj,I j17�f'y DAT>? ��(( �tl ((l' PLANS AND PERMIT MUST BE OR NO INSPECTION WILL BE I r wOF1� �n u' � i IONS .. ,THAT I T_� + I � m q E E W (LWU m W CIi m�6Wi idol Q Ly C 3 Q SCALE: 1/4",= 1'-0" U U --.--- - ----- -- ----- tL v > J o �m U- o C a0 O � ni nn 73 �m 3+220/-90Osf=Rootzon�i -- - -- - - ----- --�rA Roof Zone. p Walls Zone 4 IL 5.10 N.A.VDGrade; - _ Components t Cladding Wall End Zone Width: 5'-6" Components t Cladding Wind Pressure_ (NET) Wall Zone: 4. +39.0/-42.0 psf /FQWt Pica - FRONT Y.. E L E T I O I �l Wall Zone: 5. +39.0/-51.0 psf 1M= Roof zone 2 - - Components t Cladding Wind Pressure (NET) on Garage Door:+33.0/-40.0psf END ZONE SCALE: I/4" = I'-O" � Shear Walls Considered for Structure? Yes cl .J O Continuous Load Path Provided? es c Are Components an Cladding Detal s Provided? Yes - = comer tonesto O `v Minimum Soil Bearing Pressure: 2,500 psi, Presumptive: X By Test: psi Roof zone 3 Q smo C)This Building Shall Have the Following: NN "U E APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER: \ �� OQ I I � a come a -- vroauct Approval Submittal Affldavlt - opening Schedule Swing Doors, Overhead Doors, Sliding Doors, 1/indows- & 8 yli hts - Opening Tape NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method ESI xpiration D to Des n mum g ' of Approved Tests 1, FL# 239.4 - Single Hung . SH-100 Impact PGT - 5/I4" - ll strictiy adhere to product approval �39.intohx pt. mood buck Anciwa: 1/4' anchora a Head, Sill .end Jana Attachant: Heed - 18.6' Sax froe corners Jamb- 11.6' aex Iron tap cwnsn . Jamb- II.6' a" above the marina rai Jaab- L' max balm mtg. ref Jamb' Is, sax from botton cornan Embadmont- 1-1/4' inn into concrete thru Ix Use 1/4' da Elio UaracanAnchors _ + 80.0 PSF -. 2• FL# 242A Horizontal Roller HR-110 Impact PGT - - 5/IL° a ell lien stall strictiy dhert to product approval 4 .� into I x pt. a buck Anchors: 3/IL' anchors Head, Sill and Jeab Attaehmant: 65' Sax iron all comers Jaeb- 11,.3126' ma o.c. Had/sw Is' sax 0.4. Embadeara- 1-1/4' ran into concrete thru Ix Uw 1/4' die. 21" Ultracon Anchors + GO.O PSF Product NOA/FL NUMBER Model # Manufacturer Attachment Method JESTDesignMaximum xtation Date ure of Approved Tests Roof FLU 11115.1 Verti-Lok IL"w x 1.15"h Standing Seem 24 ga, Southeastern Metals Southeastern Metals Verti-Lok Roofing installed per approval over Polligiass peel and stick underl%ment over 19/32" CDX shooting nailed to trusses per nailing pattern detail on roof pla -11.0 psf Field and perimeter. -91.5 of corner Siding STUCCO ON BLOCK 5/8" Thick light textured stucco on typical Concrete block construction 1/2" thick stucco on 3/8" Hi -Rib lath attached to Soffit STUCCO ON LATH horizontal and vertical mood framing with nails or staples to provide no less than 13/4" penetration into horizontal wood framing and 3/4" enetration into vertical framing urricane Panels ALL Product Testing by: Miami -"Dada County Building Code Compliance Office / Product Control Division T have reviewed the above and approved it "by my seal below. ( Architect or Engineer of Record `) SCALE: 1/4" r= t., Lyle a P51PE E N E E 6" 0R:E:DA:LG OR T U S S A p -r pI (s Op dr di gs bL rn nu ac ur r) 1picii Flo ring ove GAST ::DII pI ooc crewed to t ose or joistth 2 32 C X gwox sub -floor. IA stall 15/32' 1111UW64 wah 4 x .5" wooc screw& at 4" o.c. m Ix. acr o r I Ili It. net 1 2 3 COX Plywood e Pew a gh id t tr sea or Nalsts wit 8 x 2 screws a G 0 SH4 W@R o G 0 installed per product approval FL# II115.l over i'olyglass self I I/2": penetration at 12" o.c. max �p adhered roofing underlagment. over 19/32 COX plywood Exterior face and 4". o.c.max from each corner thru attached to trusses per sheeting attachment' diagram on, roof plan of wall I x $ PT Buck /� 4" min. of Icynane LO-C-50 spray . foam insulation on ; SE CON �' D F L O O R F R A M E N G bottom of roof sheathing In com�hance with. tCC-ESR-1826 C ; Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c,) supporting Max. 1` 1810tbs. uplift Galt' -Alum Metal drip on I" x 4" Drip on �q I" x 8" Fascia on f} 2" x 4" Sub -Fascia 1/.2' thick stucco on 3/8" hi -rib lath attached to .horizontal and vertical wood framing with nails or staples to provide no less then 1-3/4" penetration into horizontal wood framing and 3/4" penetration. Into vertical .wood framing members #5 bar Vert, w/ 30" overlap 5/8" thick light textured + stucco on typical concrete block construction Beam BI Contractor to verify existing rooter. size of :24" w x IL" d Grade Ln to -a 'T a- N 00 I I N N N [d) ^ a E E 5: W 0.. W 0� dated Feb. I, 2012. install O 315 Intumescent coating per section C3.2 or ICC test noted above, to comply TYPICAL ` NQTES with 15 inn. thermal barrier requirements. Scale: I��ii i2 I°x8" 1=.T. Sick ALL Pkgwood slab —flooring to be saturated w/ Thom sonic 3 s>_oPs sides' header water seal lmmedlatel4 after installation for leak nr�thprtinin PPC-PAIGIAICG PFPI TPiI44P-C- ...... — _ - sV LA Qi a[pV(V ra t7N C dUQ U U J IL r~ t•— % � U O � z (L N m c c0 �.aC-4N u� 00 00 E 10 I 1 Q Q- O 00 O0 lb # 41 I p N N T NUNN v6� s- +J r r m U LLj 4J rod `Vr1WU EL q LLI to L0 Sheet 2. OF 4. Comm # IS-223 Ke Area Ede Field Fastener Pr s . Zone I 6" 6" 8d ring shank 45 par' Zone 2 of 6" i shank 8d rinc l6 psF Zone 3 4ft4 ". 8d ring shank 84: psf * Zone. 3a JUS wood scretu 112,5 psf I \ \ I � I I \ I � I \BI Precast Lintel 8F8-08/IT BFIL-115AT BFIL-IB/2T' NOTES: - - I. MIN. COVERAGE OF STEEL - IS' 2. MIN. 15EARING REQUIRED a EA. ENO a 4" 3. STANDARD FOR REINF. STEEL - ASTM A1.15 GRADE TYPICAL LINTEL SECTION ( PRECAST CONCRET>- ) 41 I 2 YA. R Lintel Bar I Clear I "A" Length Length Span jBars T-10" 2'-8" 1'-4" 2,#3 3'-6" 3'-4" 2'-2" 2,#3 4'-0" 3'-10" 2'-8" 2,#3 4'-6" 4'-4" 3'-2" 2,43 5'-4" . 5'-2" 4'-O" 2,43 V-V V-4" 5'-4" 2,#4 T-V . T-O" G'-2" 2,tt5 e'-4" 1'-10" `1'-O" 2,#s ALL reinforcing steel is grade 40 Y Ln co / I 1 \\ tV N I j W iL LU lu R Ln 0 O I 1, IL Il B11 L L_ ' Bars U- o none 41 U no�fe U Z D n e Q no e none LINTEL SCHEDULE Mark Window unit° Width Lintel Size Cast -Crete Specification Pre- Stressed Rows of SM Blo k " Bottom Steel S1LO Top Steel Size Max. Gr d Ity (PLF) Max. Load (PLF) M Lilt if x. t�ral LF) L22 2'-O" 2'-2" 2'-10" BPS-OB/IT NO I u5 3049 1569 1 42 — L31 2'-G" . 2'-a. 3'-9' BPS-05/IT NO 1 #5 2b41 1343 _l 3 — L45 4'-5" 5'-I' 8F8-08/IT NO — I u5 1349 I011; 41 L50 5'-0" 5'-8' BF8-08/IT NO — I a5 li05 409 339 L40 L'-8" C-8' BF8-05/IT NO — 1 tt5 1011 121 534 L10 T-O" 1'-0" BF8-08/IT NO 1 05 loll 121 5134 — LBO 8'-0" 8'-8" 8F8-OB/IT NO — 1 #5 499 591 512 L90 9'-O" 9'-8" 8F8-OB/IT NO I u5 535 530 401 LI00 10'=0" 10'-8" 8F8-05/IT NO I 1 u5 582 414 4 2 LIIO 1 10'-0" W-8" BFI4-15/IT NO_' ONE I u5 I us 1254 410 4 12 L120 12'-0" 12'-8" BFIc-1B/IT NO ONE 1 85 1 u5 1015 dOL 4 LI40 14'-0" 14'-8' BFIc-IS/IT YES ONE I u5 1 u5 1310 519 2 4 LILO 1L'-0" IL'-8" BFI4-I5/2T YES ONE 1 #5 2 u5 950 Soo 1 4 LIB° IL'-O" I8'-8" BFi4-'B/2T YES ONE I u5 2 u5 1$0 424 1 18 - 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"-11" 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 El (�1 47 4 Q � O _ � wO cQc`"vN v� 0000 E oQ iB 5 I 1 O 00 Orp 0 Q1 # p (AN I U N C-4 C4 .n uviWrr�v� C6 M , J C < U- v w to �i Sheet 3). OF 4. Comm # 15-223