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HomeMy WebLinkAboutPLANSd Planning & Development Services Department +` Building & Regulations Division Product Review Affidavit Building Permit # Owners Name Applicant: Product Opening Design Product Rated Manufacturer Model Number Product Approval -Glass Method of Attachment Pressures Desl o Pressure Number Tvorr p' Windows Mullions _ - Fixed Glass Block Glass Skylights Sliding Glass Doors Swing Type Doors French Doors Garage Doors - Hurricane Protection Po< Root Ventllatlon Rooting Material -y i �r WTi, Mill 'SP (� �II. rQS N/* er , r Fer' Pt..Alb% e—c-r I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: PAUL WELCH P.E, Signature: 0 PLAN / Design Prof: I PAUL WELCH P.E. Cert. No. 29945 ])lyte: MIS v '7T'.N P Vewel-r (Ty Ir144L.-) -rl L6 "2`V F (7-rrieAl-) PL SCOPE OF WORK - CONSTRUCT GAZEBO PER PLAN. NOTES: 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, EC'T. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2014, FBC 2014 RESIDENTIAL, FBC 2014 PLUMBING CODE, FBC 2014 MECHANICAL CODE, FBC 2014 ENERGY CONSERVATION, AND THE NEC (NFPA 70) 2011 EDITION. 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 301. 6) ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.R.0 2014 FOR EXISTING BUILDINGS. ELECTRICAL NOTES 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2011 EDITION. 2) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125- VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 3) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. 4) TIE ELECTRICAL INTO EXISTING ELECTRICAL SERVICE. Planning & Development Services Department e Building & Code Regulations Division _.. 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553 Certification for Design Load Compliance Project Name: TULLIS GAZEBO Project Address: 8605 W ANGLE RD. Permit #: Occupancy Type: R Construction Type: V INSTRUCTIONS FOR USE: • Phis certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida Building Code 2014 Edition with 20 _Supplements using ASCE 7-10 2. Structure Designed as (check one): X Enclosed _ Partially Enclosed Open 3. Risk Category: I X II III IV Exposure Category: B X C D 4. Design Wind Velocity 160 mph 124 ASD N/A LRFD End Zone Width: 5 ft S. Mean Roof Height: 10 ft Roof Pitch: z :12 Parapet: N/A ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): 19.3 19.3 19.3 33.6 33.6 N/A Zone 1: _30.7 Zone 2: _53.5 Zone 3: -79.1 Zone 4: -36.4 Zone 5: _44.9 Garage: N/A 7. Design Loads: Floor: 40 PSF Roof/Dead: 10 PSF Roof/Live: 20 Balcony:. N/A PSF ' Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF / CONCENTRATED 8. Were Shear Walls Considered For Structure? X Yes _Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? _Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: Paul Welch P.E. 29945 / 5115 Print Name Cert If & Co. Cert Auth. Paul Welch Inc. ON PLAN 8/5/2016 Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL Company Name & Address SLCCDV Form # 020-12 Revised 3/15/12 (JS) - ex?) P1-y`J1 FTO r rT<r�.) r« -.. ,� _ - - �CJ✓ � I �4� °aC�rL.� PAUL. WELCH INC. MECHAIV/CAL ELECTRICAL CIVIL F_NG/NFFR/NG 1984 S. W. 6/L MORE ST. SUITE # f 14 PORT ST. L UCIE, FL 94984 / PH0A(F(1°72)785-9888 E-MAIL PWFLCHINC@AOL COM PAUL LIIELCH, P.E. FL,l ,TEGNo. 299-45 A0604206 ,6.� tin q M nB SCANNED; BY I St. Luce Count SHEET W146ER OF Z IZolo] aI:R 1X "rW4 TILE: ENTEGRA BELLA"HIGH S" NOA#14-1120.05 UNDERLAYMENT: Hot Mop ATTACHMENT REQUIREMENTS: ZONE 1.2 &3 ATTACHMENT AS FOLLOWS: TILE INSTALLATION: PROVIDE 63G POLYFOAM PRO Tm PER TILE WITH A 4" TILE HEADLAP FOR ALL TILES ALSO PROVIDE (1) - #8 SCREW PER TILE EVERY 3' TILE IN EVERY 5' COURSE FASTENERS LOCATED A MINIMUM OF 2 /2" FROM HEAD OF TILE, UNDERLAYMENT INSTALLATION: USE ASTM D 226 TYPE II #30 OR ASTM D 2626 (#43) INORGANIC BASE NAILED TO DECK, MIN ASTM D 6380, CLASS M OR WS, TYPE II (#90) ORGANIC CAP SHEET SET IN TYPE IV HOT ASPHALT. A. Hot Mop 30/90, Hot Mop 43/90 (See Drawing 1). A NO.30 OR NO 43 ANCHOR/BASE SHEET ASTM D 226, TYPE II, OR ASTM D 2626 SHALL BE MECHANICALLY ATTACHED TO THE WOOD DECK WITH APPROVED FASTENERS SPACED IN A 12 IN. GRID STAGGERED IN TWO ROWS IN THE FIELD, AND 6 IN. ON CENTER AT THE LAPS. EXTEND ANCHOR/BASE SHEET A MINIMUM OF 4 IN. UP VERTICAL SURFACES. ANCHOR/BASE SHEET END LAPS SHALL BE A MINIMUM OF 6 IN. AND HEAD LAPS SHALL BE A MINIMUM OF 4 IN. OVER INSTALLED ANCHORBASE SHEET, APPLY ONE LAYER OF MINERAL SURFACED CAP SHEET ASTM D 6380M IN FULL 25 LB./SQ, L5 PERCENT MOPPING OF ASPHALT. END LAPS SHALL BE A MINIMUM OF 6 IN.; HEAD LAPS SHALL BE A MINIMUM OF 3 1N. AND BACK NAILED 12 IN. ON CENTER WITH APPROVED NAILS THROUGH TINCAPS OR BY MIAMI- DADE LISTED PREFACBRICATED FASTENERS IN ACCORDANCE WITH FLORIDA BUILDING CODE, BUILDING 1517.5.1 AND 1517.52. PROVIDE PLASTIC OR COMPATIBLE ROOF CEMENT AT NAILS PENETRATING UNDERLAYMENT ALL WORK TO BE IN COMPLIANCE WITH PRODUCT APPROVAL (NOA # 14-1120.05) & MANUFACTURER'S SPECIFICATIONS, RAS 118, RAS 119, RAS 120 AND THE FLORIDA BUILDING CODE 2014 Flew ITVIA { AP$ 1r0"0 LAP CAPS y� /y pw i'4F•l J' n. 6..I(AArY1\1�'��Vyl�lyl.yrE'.0y yt,��O^l(�TIr F gR4 Q...fire pREF".RICATE0 FASTENERS 011 NA LS - - 7riR0UG*l TINCAPS f+" "V) 1 A6> � - "�,s%" `... r HEAD LAP '",-.� �\ DRAWING I STONE VENEER. STONE VENEER UNITS NOT EXCEEDING 10 INCHES (254 MM) IN THICKNESS SHALL BE ANCHORED DIRECTLY TO TO STUD CONSTRUCTION BY ONE OF THE FOLLOWING METHOD: - WITH STUD BACKING, A 2-INCH BY 2-INCH (51 MM BY 51 N" 0.0625-INCH (1.59 MM) CORROSION -RESISTANT WIRE MESH WITH TWO LAYERS OF WATER -RESISTIVE BARRIER IN ACCORDANCE WITH SECTION 1404.2 SHALL BE APPLIED DIRECTLY TO WOOD STUDS SPACED A MAXIMUM OF 16 INCHES (406 MM) O.C. ON STUDS, THE MESH SHALL BE ATTACHED WITH 2- INCH-LONG (51 MM) CORROSION -RESISTANT STEEL WIRE FURRING NAILS AT 4 INCHES (102 MM) O.C. PROVIDING A MINIMUM 1.125-INCH (29 MM) PENETRATION INTO EACH STUD AND WITH 8D COMMON NAILS AT 8 INCHES (203 MM) O.C. INTO TOP AND BOTTOM PLATES OR WITH EQUIVALENT WIRE TIES. THERE SHALL BE NOT LESS THAN A 0.1055-INCH (2.68 MM) CORROSION -RESISTANT WIRE, OR APPROVED EQUAL, LOOPED THROUGH THE MESH FOR EVERY 2 SQUARE FEET (0.2 MZ) OF STONE VENEER. THIS TIE SHALL BE A LOOP HAVING LEGS NOT LESS THAN 15 INCHES (381 MM) IN LENGTH, SO BENT THAT IT WILL LIE IN THE STONE VENEER MORTAR JOINT. THE LAST 2 INCHES (51 MM) OF EACH WIRE LEG SHALL HAVE A RIGHT-ANGLE BEND. ONE -INCH (25 MM) MINIMUM THICKNESS OF CEMENT GROUT SHALL BE PLACED BETWEEN THE BACKING AND THE STONE VENEER EXTERIOR FRAME WALLS TO BE SHEATHED WITH 15/32" CDX PLYWOOD WITH IOD NAILS TO STUDS @ 6" O.C. PERIMETER AND FIELD PRIOR TO STONE VENERE FINISH STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. 2) SOIL BEARING CAPACITY: 2500 PSF (MIN.). 3) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 4) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS NOT PERMITED. 5) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICIES. 6) UNLESS OTHERWISE NOTED, ROOF SHEATHING TO BE NAILED WITH 8d RING - SHANK NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD. CEILING NOTES: EXTERIOR CEILING SHALL BE ONE OF THE FOLLOWING: UCCO OVER WIRELATH W/ 11GA. 2" NAILS W/ 3/8" 0 HEAD @ 6" O.C. OVER 3/8" METAL RIB LATH @ 6" O.C. W/ (2 LAYERSOF 15# FELT OVER EACH FRAMING MEMBER). -1X6 T&G CEILING WITH (1) — 2" EMBED FINISH NAIL EACH JOIST L I u F i.IP S "C VI 4T�1 E�r:iedE tof.. rp%-"I" TILE OR GRANITE OVER DURROCK DUROCK TO BE FASTENED TO ALUMINUM � — T FRAMING Wl'I'II#8 X 1" SMS SCREWS AT 6" O.C. PERIMETIR AND FIELD 2" X 2" X 0.125" ALT.TMINLW TOP RAIL FRONT f AND BACK ' 2" X 2" X 0.125" ALUMINUM CROSS BRACE AT 24" O.C. 2" X 2" X 0.125" ALUMINUM POST AT 24" O.C. 1 TILE OVER Vz" DURROCK DUROCK TO BE FASTENED TO ALUMINUM FRAMING WITH 88 X V SMS SCREWS AT 6" O.C. PERIMETER AND FIELD C CABINET DOORS AT LOCATIONS PER OWNER N 2" X 2" X 0.125" ALUMINUM BOTTOM RAIL FRONT AND BACK 2" X 2" X 0.125" ALUMINUM CROSS BRACE Af 24" O.C. 2" X 2" X 1/8" ALUMINUM ANGLE X 2" LONG / WITH (3)- #14 SMS TO BOTTOM RAIL AND (1) — Va" X 1'/2' TAPCONS TO CONCRETE FLOOR (ANGLES TO BE AT FRON AN.D BACK RAILS NOTE: WELD ALL ALUMINUM TOGETHER ALL AT 24" O.C. AND WITHIN 6" OF ENDS) AROUND WITH FILLET WELD ('TYPICAL) SUli'ilt' ER E I'TCH N COUNTER DETAIL. .In.1{ Up' 7ot�oT a�tTIf I2" G"Y F`LT..I�_ 14.'fQ wc�- N\l ITi-4 AT 14".a,� �'L D lea t T T t ,L U 1:i1- - t I I� k` ?. Ix14 t=,L\-c->GIA 0 veF� 2r Iz t. �,T C. _ W*-Tc,43LwP "To IT �AI.t ob Mile-P Lt,C 4E7 "To roof' _'4atr,-r N�Tc-I-k I" ?,: I12 F4,F. S kA x 4r Y+i C �hJ p^I fix^-"T1 h• %,' -- `. - ac%1 aui /3j r 3 '" , I h�►tty-T _ Tl k4t�h h g W 6 r T. w,04—> C> rasT G) k'1LI�IfLr KA Ili ©pjtj '+ vS LCT4i -- - (I Cwd W lb.t of. lte 'Tor, Wwre T1 IiiTv,Q L' I 0e _ FAT. 2 c} 40v D 4TU Ps AT �2 -/S"A. rc t2"_.WEptlz7j�1.0.TJRTN -- 'Alf �2 PAC. C Cowl, p"fio -� 1'AUL, WELCH INC. MECHAN/CAL ELECTRICAL CIVIL E'NG/NEER/NG - 1984 S. W. BILTMORE ST SUITE # 114 PORT Sr LUCIE, FI_ 34984 -� PHONE(:?T,2)785"9888 ,EMAIL PWELCH/IVC@AOL.CON/ - PAUL I4VELCFI, P.E. FLA REG NO. 29945 - AUG 0 4 2016 n Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit _ Owners Name Applicant: Product Opening Design Pressures Product Rated Deskin Pressure Manufacturer Model Number Product Approval Number 'Glass Type Method of Attachment Windows t Mullions i Fixed Glass Block Glass Skylights Sliding Glass Doors Swing Type Doors French Doors Garage Doora Hurricane Protection-�� Roof Ventilation -'Y Roofing Materiel 16Ot12, Nf� l��r f (rah/E�LT 2 I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: PAUL WELCH P.E. Signature: ON PLAN J Design Prof: I PAUL WELCH P.E. Cert. No. 29945 Date: a ei I (,k' EL. VA,-Ti od - A 'kSE l-"! % ��E SCOPE OF WORK - CONSTRUCT GAZEBO PER PLAN. NOTES: 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2014, FBC 2014 RESIDENTIAL, FBC2014 PLUMBING CODE, FBC 2014 MECHANICAL CODE, FBC 2014 ENERGY CONSERVATION, AND THE NEC (NFPA 70) 2011 EDITION. 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 301. 6) ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.0 2014 FOR EXISTING BUILDINGS. ELECTRICAL NOTES I) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2011 EDITION. 2) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125- VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 3) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. 4) TIE ELECTRICAL INTO EXISTING ELECTRICAL SERVICE. , L L, EV ..._----- .I kt4t> So HEM1+.Ttt:. ow F'Ff�bJ IT 1 (oo 4 ' 02.8 ZII _ A r" No,Ta .� SPA 00..L 6E , Kok,L Ir..1 tpE"fA.u►E(> . n 0115G� L0I'rILL NOT 7RT w CIFC'LBGTEi> W/ fRDPtnWt TANt� �ELQ�. x �OINNk"it SHAt.� Satter-r , 77—/&P 8T. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COM REVIE ED B DATE PLAN D P MIT MUST BE KEPT JOB OR NO INSPECTION WILL BE MADE I� I Planning & Development Services Department Building & Code Regulations Division ^' 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553 �tmr Certification for Design Load Compliance Project Name: TULLIS GAZEBO Project Address: 860S W ANGLE RD. Permit#: Occupancy Type: R Construction Type: V INSTRUCTIONS FOR USE: • This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED, (complete all that apply) 1. DESIGN CODE: Florida Building Code 2014 Edition with 20 _Supplements using ASCE 7-10 2. Structure Designed as (check one): X Enclosed _Partially Enclosed _Open 3.Risk Category: _I XII_III IV Exposure Category: _B X C_D 4. Design Wind Velocity 160 mph 124 ASO N/A LRFD End Zone Width: 5 ft S. Mean Roof Height: 10 ft Roof Pitch: z 12 Parapet: N/A It 6. Components & Cladding Design Pressures Used: (PSF, based on 30sgft @ 15'MRH, clearly label on all plan openings): 19.3 19.3 19.3 33.6 33.6 N/A Zone 1: Zone 2: Zone 3: Zone 4: Zone 5: Garage: 30.7 53.5 -79.1 -36.4 -44.9 N/A 7. Design Loads: Floor: 40 PSF Roof/Dead: 10 PSF Roof/Live: 20 Balcony:, N/A PSF Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF / CONCENTRATED & Were Shear Walls Considered For Structure? X Yes _Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? _Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: Paul Welch P.E. 29945 / 5115 Print Name Cert # & Co. Cert Auth. Paul Welch Inc. ON PLAN 8/5/2016 Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL SLCCDV Form # 020-12 Revised 3/15/12 (15) Company Name & Address !BIZTPf' 4VI i•1I(ell ( ; gP'A1 P/G F-:P LA&i)r l �.3144 Y IV H VO LAII�.A- FILE COPY y� P.l•-' a 1 J N THESE PLOM AN ALL PROPOSED V"( ARE SUHJECT T ANY COnREMIONS REQUIRED BY FI r LD INSP.EMPS THAT MAY BE NECe A*y "' OADILPA TO COf� PLY Ylr H APPLICABLE COsES, (� s �) h V L4 N F- L __ PAUL, WELCH INC. MjE'CHAN/CAL ELECTRICAL CIVIL ENIG/NEE'R/NG 1984 S. W. BILTMORE ST. SUITE # 11,4 PORT ST. L UCIE, FL 34984 \ PHONE'(772)785-9888 EMAIL PWEZCHINC@AOL.CON7 PAUL LVELC14, P.L°. FLA REG A✓O. 29945 SCANNED q3y St. blelprAlo ak r i ROOF ASSEMBLY RrvID TILE: ENTEGRA BELLA"HIGH S" NOA# I (V L210UNDERLAYMENT: Hot Mop ATTACHMENT REOUIREMENTS: ZONE 1.2 &3 ATTACHMENT AS FOLLOWS: TILE INSTALLATION: PROVIDE 63G POLYFOAM PRO TM PER TILE WITH A 4" TILE HEADLAP FOR ALL TILES ALSO PROVIDE (1) - #8 SCREW PER TILE EVERY 3PD TILE IN EVERY 5' COURSE FASTENERS LOCATED A MINIMUM OF 2 %" FROM HEAD OF TILE. UNDERLAYMENT INSTALLATION: USE ASTM D 226 TYPE H 430 OR ASTM D 2626 (#43) INORGANIC BASE NAILED TO DECK, MIN ASTM D 6380, CLASS M OR WS, TYPE II (#90) ORGANIC CAP SHEET SET IN TYPE IV HOT ASPHALT. A. Hot Mop 30/90, Hot Mop 43/90 (See Drawing 1). A NO, 30 OR NO 43 ANCHOR/BASE SHEET ASTM D 226, TYPE II, OR ASTM D 2626 SHALL BE MECHANICALLY ATTACHED TO THE WOOD DECK WITH APPROVED FASTENERS SPACED IN A 12 IN. GRID STAGGERED IN TWO ROWS IN THE FIELD, AND 6 IN. ON CENTER AT THE LAPS. EXTEND ANCHOR/BASE SHEET A MINIMUM OF 4 IN. UP VERTICAL SURFACES. ANCHOR/BASE SHEET END LAPS SHALL BE A MINIMUM OF 6 IN. AND HEAD LAPS SHALL BE A MINIMUM OF 4 IN. OVER INSTALLED ANCHOR/BASE SHEET, APPLY ONE LAYER OF MINERAL SURFACED CAP SHEET ASTM D 6380M IN FULL 25 LB./SQ, L5 PERCENT MOPPING OF ASPHALT. END LAPS SHALL BE A MINIMUM OF 6 IN.; HEAD LAPS SHALL BE A MINIMUM OF 3 IN. AND BACK NAILED 12 IN. ON CENTER WITH APPROVED NAILS THROUGH TINCAPS OR BY MIAMI- DADE LISTED PREFACBRICATED FASTENERS IN ACCORDANCE WITH FLORIDA BUILDING CODE, BUILDING 1517.5.1 AND 1517.5.2. PROVIDE PLASTIC OR COMPATIBLE ROOF CEMENT AT NAILS PENETRATING UNDERLAYMENT ALL WORK TO BE IN COMPLIANCE WITH PRODUCT APPROVAL (NOA # 14-1120.05) & MANUFACTURER'S SPECIFICATIONS, RAS 118, RAS 119, RAS 120 AND THE FLORIDA BUILDING CODE 2014 P"Y.L'"%.0 T CAPS 17, a c. ' T 'Aps F3RCFKNAILED W IT I f 4j tYa..>. F',, FA&tlCATCCl g FA:,rENERS ells NA:LS F TNf�0UG�1 T't4c-Ars 12 c* F"D l AF' j 4 ,.: •• a`'^. r HEAD LAP 14`' DRAWING STONE VENEER. STONE VENEER UNITS NOT EXCEEDING 10 INCHES (254 MM) IN THICKNESS SHALL BE ANCHORED DIRECTLY TO TO STUD CONSTRUCTION BY ONE OF THE FOLLOWING METHOD: - WITH STUD BACKING, A 2-INCH BY 2-INCH (51 MM BY 51 MM) 0.0625-INCH (1.59 MM) CORROSION -RESISTANT WIRE MESH WITH TWO LAYERS OF WATER -RESISTIVE BARRIER IN ACCORDANCE WITH SECTION 1404.2 SHALL BE APPLIED DIRECTLY TO WOOD STUDS SPACED A MAXIMUM OF 16 INCHES (406 MM) O.C. ON STUDS, THE MESH SHALL BE ATTACHED WITH 2- INCH-LONG (51 MM) CORROSION -RESISTANT STEEL WIRE FURRING NAILS AT 4 INCHES (102 MM) O.C. PROVIDING A MINIMUM 1.125-INCH (29 MM) PENETRATION INTO EACH STUD AND WITH 8D COMMON NAILS AT 8 INCHES (203 MM) O.C. INTO TOP AND BOTTOM PLATES OR WITH EQUIVALENT WIRE TIES. THERE SHALL BE NOT LESS THAN A 0.1055-INCH (2.68 MM) CORROSION -RESISTANT WIRE, OR APPROVED EQUAL, LOOPED THROUGH THE MESH FOR EVERY 2 SQUARE FEET (0.2 M) OF STONE VENEER. THIS TIE SHALL BE A LOOP HAVING LEGS NOT LESS THAN 15 INCHES (381 MM) IN LENGTH, SO BENT THAT IT WILL LIE IN THE STONE - VENEER MORTAR JOINT. THE LAST 2 INCHES (51 MM) OF EACH WIRE LEG SHALL HAVE A RIGHT-ANGLE BEND. ONE -INCH (25 MM) MINIMUM THICKNESS OF CEMENT GROUT SHALL BE PLACED BETWEEN THE BACKING AND THE STONE VENEER EXTERIOR FRAME WALLS TO BE SHEATHED WITH 15/32" CDX PLYWOOD WITH IOD NAILS TO STUDS @ 6" O.C. PERIMETER AND FIELD PRIOR TO STONE VENERE FINISH STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. 2) SOIL BEARING CAPACITY: 2500 PSF (MIN.). 3) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 4) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS NOT PERMITED. 5) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICIES. 6) UNLESS OTHERWISE NOTED, ROOF SHEATHING TO BE NAILED WITH 8d RING - SHANK NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD. CEILING NOTES: EXTERIOR CEILING SHALL BE ONE OF THE FOLLOWING:- 1 (r -STUCCO OVER WHtELATH W/ 11GA, 2" NAILS W/ 3/8" 0 HEAD @ 6" O.C. W/ (2 LAYERSOF 15# FELT OVER EACH dal L„ FRAMING MEMBER). -1X6 T&G CEILING WITH (1) - 2" EMBED FINISH NAIL EACH JOIST 5N� IF- U r'1 ''i-(oCp ff' � - -- vtiJrr4A ep - 2_41 (T �fr) u le ojewo G7 :36 I'(a"1'- A...I.. ° ob R _,tl'1'T4&N ��2aG�'I�a �oaF _5ow�,4 /(F , T, 3/!woe fvqlr � QIaG IE 6Mg C ' LAc x�as 1N7 45 H - l__el "51n�P'Sa� °I J.�PaaLl s�8 r.IITI•i .' I ) !CoA Ncs1k",% Arai? ,a,,adc�•10 R "� ... 3;o1oT w aTkl _ __ ".sr— rar%l`.. _.. TILE OR GRANITE OVER''/z" DURROCK _ DUROCK TO BE, FASTENED TO ALUMINUM FRAMING WITH O X 1" SMS SCREWS AT 6" O.C. PERIMETDR AND FIELD 2" X 2" X 0.125" ALUMINUM TOP RAIL FRONT r-'-"""' ' AND BACK 2" X 2" X 0.125" ALUMINUM CROSS BRACE AT 24' O.C. ✓ 2" X 2" X 0.125" ALUMINUM POST AT 24" O.C. TILE OVER /," DURROCK DUROCK TO BE FASTENED TO ALUMINUM FRAMING WITH #8 X 1" SMS SCREWS AT 6" O.C. PERIMETER AND FIELD CABINET DOORS AT LOCATIONS PER OWNER - 2" X 2" X 0.125" ALUMINUM BOTTOM RAIL /� ....... -' --- FRONT AND BACK 2" X 2" X 0.125" ALUMINUM CROSS BRACE AT 24" O.C. ! r T' X 2" X 1/8" ALUMINUM ANGLE X 2" LONG WITH (3)- #14 SMS TO BOTTOM RAIL AND (1) - I°jC! /d' X 1 'h" TAPCONS TO CONCRETE FLOOR (ANGLES TO BE AT FRON AND BACK RAILS NOTE: WELD ALL ALUMINUM: TOGETHER ALL AT 24" O.C. AND WITHIN 6" OF ENDS) AROUND WITH''/a FILLET WELD (TYPICAL) SUMMER IUTCI-LEN COUNTER DETAIL 0=1-5 r- 'TILE 'P-20017I04Z 17FP7 oor' -_4-La!j P,2IwC_d ltllt � AT 4"-0, 4. I I I b €- t 0- FIVE p.`I. Ix14 . -, (+-� I M1+� 4 L�.�%1 4 1..^ Y !� T° t 1 R.✓1rm-S�y. .—.---........_.-.-.-........-.." 1 " 6, 6 r T. wJQc)r,> F'OST ToIJ k A F F ,j, 2k44ovl 6T lCAS AT T. �x4- 1hIt G' .�Qt l'i, F bTio1 THrOwS PLOTS AND ALL PROPOSED WOW _ ARE SUOJECT TO ANY C011RECTION3 REOUTAED BY FIELD INSAECTORS T14AT LIM BE NECISSAitY IN OADM TO COIAPI.Y WITH ALL APPLICAME CODES. - _ PAUL, WELCH INC. = MECHANICAL ELECTRICAL CIVIL ENGINEERING - - 1984 S- W- B/LTMORE ST. SUITE # 714 -j - PORTST. LUCIE, FL .34984 PHONE (772) 785.9888 E-MAIL PWELCH/NC@AOL. CON/ PAUL LVELCII, l? E. FLA REG NO. `?9+9.4'5 -