The URL can be used to link to this page

Home My WebLink AboutREVISIONCONSTRUCT ADDITION TO EXISTING RESIDENCE PER PLAN ^tt'4 i-M,�v ':'•;' ;n g pDepartment Plannin & Development Building & Code Regulations Division R 2300 Virginia Avenue Fort Pierce FL 34982 - 772 462-1553 �wrlwirrrlrrl Certification for Design Load Compliance Project Name: VERDONKADDITION - Building Permit # Project Address: 267 BERMUDA BEACH DR.' - 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 An non-residential o ystructure. * 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 2017 Edition with 20 _Supplements using ASCE 7.10 2. Structure Designed as (check one): X Enclosed _ Partially Enclosed Open 3. Risk Category: I II _ X _ III IV Exposure a B g Y p e Category: _ C X D 4. Design Wind Velocity 165 mph 128 ASD N/A LRFD End Zone Width: 5 ft S. Mean Roof Height: 16 ft Roof Pitch: o,s :12 Parapet: N/A ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): v 17.6 17.6 17.6 43.3 43.3 N/A Zone 1: Zone 2: Zone 3: Zone 4: Zone 5: Garage: >43.3 -72.7 -109.4 -47.0 -58.0 N/A 7. Design Loads: Floor: 40 PSF Roof/Dead: 5 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: ', �4t,.,�� ( .:., ..�. trp#�,lrr:-rr ,, CP1E'al;• Plaunil►g & Development Services Department# NO ES: THE CONTRACTOR SUBCONTRACTOR Building OZ Regulations Division I) RACTOR SUPPLIER Product Review Affidavit Owners Name Applicant: _ Product Opening Design Pressures Product Rated Design Pressure Manufacturer - Model Number - - Product Approval .Number Glass Tyne Method of Attachment Windows t•a1� ^tta'5' '".4-o pe- I- 4N'S500 rl'o,26q.7 war n.� s/rro•' Att. tFta� �a �+0.G�tATvM4foe- Mullions See B(,EY°"11* d' ,. e rcol I y115 E44 2 CO , I N /1 RMe"o Fixed Glass o ) A Block Glass Skylights strain_:blassDoors '>1;I'EGEII'7 }/Rr'o I7/G'r �.;-7O 1`04 251A. IRC tt*uvI. c'IgRrP -,4 F(a4'•: ^.Y.6 Swina T eDoors VO4,67OW01 es-ry/"c:p,bln aEaa0.��ir '/ZM�" 14r-t French Doors t4 4 Garage Doors - Hurricane Protection Roof Ventllatlon tt ^iF ��'---✓'""�--_�""''�^- --�-y Roofing Material n IDp, Ja� --il`F��pp 4�L�'' p , , ,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)2 [7, FBC 2017 RESIDENTIAL, F13C 2017 PLUMBING CODE, FBC 2017 MECHANICAL CODE, FBC 2017 ENERGY CONSERVATION, AND THE NEC (NFPA / 70) 2014 EDITION. 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY u HEAVY TERMITE INFESTATION AREA PER FRC 301. 6) ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.0 3 2017 FOR EXISTING BUILDINGS. +:; 38"at (((talar FNywrx�.or STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. PANEL FASTENER: #9-15 X 1 Yx" WOOD-ZAC XG FASTENER, I-IEX-HEAD W/NEOPRENE WASHER a ) SOU, BEARING CAPACITY: 2500 PSF (MIN.). WOODSCREW IN THE FLAT OF THE PANEL, 3116" MINIMUM PENETRATION THROUGH THE 3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICLE CELLS, AND PLYWOOD, ALL FASTENERS TO BE CORROSION RESISTANT. FASTENERS SHALL BE INSTALLED COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI WITH SCREWS SPACED PER BELOW: COMPRESSIVE STRENGTH AT 28 DAYS. ZONE 1, 2 &3: SCREW SPACING 12" O.C. 4) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE. STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. ROOFING ATTACHMENT I1tS... 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: - FOOTINGS: 3" BEAMS: 1'/z" SUSPENDED SLABS: 1'/," PER FL# 20378.6 5-V CRIMP 6) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS METAL ROOF PANELS SHALL BE SECURED TO THE SUPPORTS IN ACCORDANCE WITH THE 7) NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND L 1VI CO U NS ALL LUMBER IN CONTACT WITH CONCRETE APPROVED MANUFACTURER'S FASTENERS. METAL PANELS SHALL BE ATTACHED PER ' OR MASONRY SHALL BE MANUFACTURER'S SPECIFICATIONS AND DETAIL THIS SHEET. 8) PRESSURE TREATED. SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS NOT PERMITED. UNDERLAYMENT SHALL BE TITANIUM PSU-30. UNDERLAYMEN I SHALL BE INSTALLED IN COMPLIANCE WITH THE CODIFIED REQUIREMENTS FOR ASTM D1970 UNDERLAYMENT IN-PRC 9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD TABLE 1507.1.1 FOR THE TYPE OF PREPARED ROOF COVERING TO BE INSTALLED. SEE PRACTICIES. MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR MORE INFORMATION. 10) UNLESS OTHERWISE NOTED, ROOF SHEATHING TO BE NAILED WITH 8d RING - FLASHING SHALL BE .INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE ENTERING SHANK NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD. THE WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE -PERMEABLE 11) LINTELS SHALL HAVE A MINIMUM 4" BEARING EXCEPT RECESSED LINTELS MATERIALS AND AT INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS SHALL HAVE 8" BEARING, THROUGH THE ROOF PLANE. ALL FLASHING SHALL BE IN ACCORDANCE WITH FLORIDA 12) PROVIDE # 5 CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAM. BUILDING CODE 20. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? _Yes FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GLITTERS, WHEREVER DESIGN PROFESSIONAL CERTIFICATION STATEMENT: i ELECTRICAL NOTES THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE LINTEL SCHEDULE RR SIGN RESISTANT WITH A THICKNESS NOT 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 Design Proft PAUL WELCH PE. .29945 g Cert. Na. Date: I certifythat, to the best of m knowledge and belief, the attached plans & specifications have been designed to y g P P .✓( 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) ELECTRICAL LOAD CAI_C'S FLASHING IS OF METAL, THE METAL SHALL BE CO O LESS THAN PROVIDED IN FBC TABLE 1503.2. T1119 REQUIREMENT DOES NOT APPLY TO HIP AND comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie 2014 EDITION. - PER NEC County. I also certify that structural elements depicted on these plans provide adequate resistance to the design 2) A MINIMUM OF 750/ OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING RIDGE JUNCTIONS. / forces specified: FIXTURES SHALL BE HIGH-EFFACY LAMPS OR A MINIMUM OF 75% OF THE 2176 S.F. @ 3 VA 6528 VA ALL ROOFING INSTALLATIONS SHALL BE IN ACCORAANCE WITH FBC 2017. Paul Welch P.E. 29945 / 5115 PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY;; TWO 20A APPLIANCE CKTS 3000 x" HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED LAUNDRY 1500 Print Name Cert # & Co. Cert Auth. TO BE HIGH-EFFACY LAMPS) „• i LINTEL # LENGTH /TYPE GRAVITY LOAD GRAVITY LOAD UPLIFT LOAD UPLIFT LOAD COMPOSITE; BEAM L-1 5'-10" 70" U-LINTELS 2622 150 1492 150 8F12 1B-IT L-2 T-6" 90" U-LINTELS 1729 150 1021, 150 8F12 1B-IT L-3 13'-4" 160" U-LINTELS 755 489 455 390 8F12 113-2T Paul Welch Inc. 3) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITSDRYER 5000 "^^r^^•., SERVING: FAMILY ROOMS, DINING ROOMS; LIVING ROOMS, PARLORS, ON PLAN 3/7/2018 RANGE 12000 4500 M, � �'�'� „�.° NOTE: WHIN LINTEL 1S 1N VARIOUS LOCATIONS, WORST CASE LOADING IS SHOWN '- LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. W 1200 NOTE: PROVIDE ^CASTCRETE" PRE -CAST CONCRGE LINTELA9 NOTED ON PLANS, Company Name St Address 4) PROV E GROUND -FAULT CUIT UPTER PROTECTION FOR 125- REFRIG(S) f SLCCUV Norm p U2U-1Z Kewse a sits/iz (ISi V. VOLT,,SSINGLE PHASE 15 AND20 AMP CIRCUITS SREVING BATHROOMS, (OPTION) IRR. PUMP OPTION 1800 L V VIto GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF MISC 10000 tLl EDGE OF ANY SINK- " TOTAL 47928 VA 1 � �I T1tt )J " 5) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUHtEMEN" 1 S. 4 6) TIE ELECTRICAL INTO EXISTING ELECTRICAL SERVICE T 10 KW @ 100% 10000 REMAINDER fad 40% 15171.2 APPLIED DESIGN PRESSURES (PSF) TOTAL 0 25171.2 4 n MARK I E ZONE4 ZONES 1 10 43.3 -47.0 43.3 -M.0 2 15 43.2 =46:9 43.2 -57.8 8 4 20 43.1 -46.8 43.1 -57.6 25 43.0 -46.7 43.0 -57.3 5 30 42.9 -46.6 42.9 -57.1 6 35 42.8 46.4 42.8 -56.9 A/C HEAT @ 100 /s 20000 TOTAL 45171.2 VA A TERGU-k cyt rr. P -C 5 G- -. 45171.2 GIT- SCANNED 240 = 188 AMPS I f BY F St Lucie County w USE 200 AMP SERVICE �E DIZCiO1 Tsi-`,' CONCEALED FASTENERS OR ATTACHM ARE TH ENTS ` u E RESPONSIBILP OF THE CONTRACTOR OF RECORD 0 THESE PLANS AND ALL PROPOSED:,,;;,;( �.: ARE SUBJECT TO ANY CORRECTIOiJ REQUIRED BY FIELD INSPCJ i"0"S T ,,i a MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL AP,PLICAi i'L .S, - r LL00K.1 ILLGTRIC1aL PI AN 5GA(,C r RECEIVED E OCT 01 2016 ST, Lucltt ccuot tlltting vi Perr iO3 a 3 13 SHEET NUMBER PAUL WELCH INC � OF r / MECHANICAL ELECTRICAL CIVIL, E1VG17VEE'R/1VG 1984 S. W. B1L7-MORE ST SUITE ',#` 114 PORTST. LUCZE, FL34984. PHOAIE e772) 785- 9888 EMA/L PI VELCHINC@AOL. COhf I OCT PAUL YI/ELCH, P.E FLA REGNO.,29945 WALL FINISH / INSULATION NOTES 1) INTERIOR TO BE'W' DRYWALL FINISH. 2) ALL INTERIOR GYPSUM BOARD TO BE MIN. '/z" THICK WITH (13 GA( .E,1 3/8" LONG, 19/64" HEAD; 0.698" DIAMETER, 1 %" LONG, ANNULAR -RINGED; 513 COOLER NAIL, 0.086" DIAMETER, 1. 5/8" LONG, 15/64" HEAD; Ol# GYPtlUM BOARD NAIL, 0.086" DIAMETER 1. 5/8" LONG; 9/32" HEAD) SPACED AT 7" O.C. FOR NAILS ANI> 12" O.C. FOR SCREWS. ' 3) WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT' GYPSUM/ BACIZERS INCOMPLIANCE WITH ASTM C.1288, C 1325, C 1178, OR C 1278 AND INSTALLED IN ACCORDANCE WITH D'IANUFACTURFRS'' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2). 4) WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 5) WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. 6) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 NVATT PER SQUARE CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO THRUNDERSIDE OF THE ROOF DECK OR ON TIE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316. 7) PER FRC 702.2.1 ALL GYPSLINI. BOARD MATERIALS AND ACCESSORIES SHALL , CONFORM TO ASTM C 36, C 79, C 415, C 514, C 630, C 931, C 960, C 1002, C 1047, C 1177, C 1178, C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO AS". 1 C 557 8) INSCELATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLENIENIBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE;WITH ASTNI E 84 OR UL 723. a ENERGY CONSERVATION (NOTES 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017 ENERGY CONSERVATION RESIDENTIAL. 2) . ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO UNCONDITIONED SPACES SHALL BE WEATrIERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES, A WOOD FRAMED OR EQUIVALENT BAFFLE. OR RETAINER IS REQUIRED TO BE PROVIDED l'l'HEN LOOSE FILL IS INSTALLED, TO PREVENT LOOSE FILL FROM SPILLING; INTO THE LIVING SPACE. 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE' REQUIREMENTS R402.4.1 THROUGH R402.4.4. 4) TIIE BUILDING SHALL BE, TESTED FOR AIR LEAKAGE IN ACCORDANCE WITH R402.4.1.2 5) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFNI PER SQUARE FT, AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FT AND MUST BE TESTED LISTED AND LABELED;IN ACCORDANCE WITH R402.4,3. _.----._. __. ✓ n METAL ROOFING OVER UNDERLAYMENT ON 19/32" COX ✓�—` PLYWOOD ROOF SHEATHING WITH 8D RING -SHANK NAILS AT 4" %.C. PERIMET.ER AND 6" O.C. FIELD PRE— ENGINEERED WOOD TRUSSES; 24 ' IJ.0 (MAX SPACING) - � STMP°lON STRtVP PF,R T]3:US:r (0NNECTOR SCLT.. R-30 TNSULA.EIONa ,.. " .. t?,I Gf" „ METAL FLASHING (DRIPEDCrE), DRYYWALL (CEfLIN PP I X 6 CEDAR FASCIA TA O'VE.I: 8'XII" CONTINUOUS CONCRETE BEAM BLOCKW/ (1) - #5 BAR IN - 2X4 WOOD SUB -FASCIA ,. (30D(1 PSI) CONC. FILLED EACH (1sL gY,yr, rxayamw.r}xnra z M,y,,,,;rir„arm sTucco soFFlr PER NOTE BELOW - 8 PREC.AS LII�i'TEL W/ (I) #5 BAR ill (3000 PSI) CONCRETE FILLED CELL AT ALL DOOR. AND WINDOW — d15 RrI1AR W/ 90 DEGREE T;lOOlC OPENINGS (SEE LIN'TEL SCH. FOR. - 1,40RE TE\IFORN�DVr101 J 8 8"J47.6" C01 IC;R1 'TE RLC)CFC, (MAS OINR Y) °' DRYWALL (WALL) #5 VER.T: PSBARIr1 (3000I'°5f) X2:Fffl_ ING G 16" OR 24" O.C, ___ ,�_ ONCIIIEIE FILLED CELL �S E C PI.,AN FOR LOCATION S) „ 1 } J —_ �1-_ — TUUCO T'Il -.1 F':f FOIL INSC. LAT IC N 1 #, 5 RE -BAR «/ 30 riIIN. LAP SPLICE ' ; '- ..' l 6ii ri�fl illh 'L I\v' ii' . `IJON I )C.Td?A w> IPLAN FOR SIZES t AND SPLC:I11CA].C)N,, hl:s M �hP I� ..1 TNISEIEll GRVDL; .A STUCCO SOFFIT NOTE: SOFFIT TO BE STUCCO OVER WIRELATII W/ I IGA. 2" NAILS W/ 3/8 -- -- r - " 0 RE' AD Rx? 6" O.C. OVER 3/8" METAL RIB LATH @ 6" O.C. W/ (2 — -------- _: _ LAYERSOF 15# FELT OVER EACH FRAMING MEMBER). PROVIDE 4" X 22" SCREENED VENTS AT 48" O.C. AT ALL NEW SOFFITS i 1 FOUNDATION SCHEDULE F-I 18" DEEP X 16" WIDE (2500 PSI) CONCRETE MONOLITHIC FOOTING W/ (2)- #5 BARS CONTINUOUS F-2 8" DEEP X 8" WIDE (2500 PSI) CONCRETE MONOLITHIC FOOTING W/ (1)- #5 BARS CONTINUOUS S-1 4" THK (2500 PSI) CONCRETE SLAB W/ FIBERMESH OR 6"/ 6" 10/10 W WM OVER VAPOR BARRIER ON CLEAN COMPACTED CHEMICALLY TREATED FILL B-1 #5 BARS X 12" LONG DRILLED OUT & EPDXIED WITH 6" MINIMUM EMBEDMENT @ 24" O.C. ALL AREAS ADJACENT TO EXISTING FOUNDATION CONCRETE FOUNDATION NOTES 1)SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 2)MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3" SUBGRADE PREPERATION NOTES 1) THE AREA WITHIN THE LIMITS OF THE FOUNDATION SHALL HAVE ALL VEGETATION, TOP SOIL AND FOREIGN MATERIAL REMOVED. 2) CLEAN FILL SAND AND OR GRAVEL FILL, FREE OF VEGETATION AND FOREIGN MATERIAL; MUST BE PLACED TO DESIGN SUBGRADE LEVEL AND COMPACTED TO ASSURE UNIFORM SUPPORT OF THE FLOOR SLAB. 3) SUBGRADE COMPACTION SHALL BE ACHIEVED BY MEANS AND METHODS DETERMINED BY THE R13SPONSIBLE CONTRACTOR. SOIL DENSITY TESTING BY INDEPENDENT SOILS TESTING FIRM SHALL BE REQUIRED TO INSURE PRESCRIBED SOIL DENSITIES ARE ACHIEVED. 4) AFTER FOOTING EXCAVATION, AND FORMING, CONTRACTOR SHALL RECOMPACT SUBGRADE SOILS USING SUITABLE VIBRATORY MECHANICAL COMPACTOR THE UPPER 16 INCHES OF SOILS UNDERLAYING THE WALL FOOTINGS SHOULD HAVE A MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY UNIT DENSITY AS DETERMINED BY MODIFIED PROCTOR METHOD FOR THE EXISTING SOILS. IN -PLACE SOIL DENSITY TESTS SHOULD BE PERFORMED IN ACCORDANCE WITH ASTM D-2922, AT A FREQUENCY DETERMINED BY THE SOIL TECHNICIAN TO VERIFY UNIFORMITY OF THE UNDERLYING SOIL DENSITY, PRIOR TO PLACING CONCRETE. 5) SUBBASE COMPACTION FOR THE FLOOR SLAB FILL MATERIAL SHALL BE UNIFORMLY COMPACTED TO A MINIMUM DENSITY EQUAL TO 95% OF THE MAXIMUM DRY UNIT DENSITY OF THE FILL AS DETERMINED BY MODIFIED PROCTOR METHOD IN ACCORDANCE WITH ASTM D-1557. 6) CONCRETE SLABS ON GRADE SHALL BE PLACED OVER A POLYETHYLENE VAPOR BARRIER WITH A MINIMUM THICKNESS OF 6 MILLS, INSTALLED WITH LAPPED JOINTS NOT LESS THAN 6 INCHES AND CONTINUOUSLY TAPPED WITH HIGH DENSITY POLYETHYLENE ADHESIVE TAPE. :STUCCO CEMENT FINISH I U C BLOCK W(P) FL :. LC' ;ELL A T JAMB , I _ Li CMU WATER RESISTANT COATING (SEE WATERPROOFING NOTE #1) \� EXISTING CMU WALL ° _�-10 P.T. WOOD FIRRING ALL (3) SIDES CONTINUIJO5 , #5 HORZ. REBAR X 12 LONG , d DRILLED OUT AND EPDXIED TO. F I EXISTING WALL WITH 6" WOOD TRIM EMBEDMENT SPACED AT 6" FROM is TOP AND BOTTOM AND 24" O.C. _ VE]tT. ��.P.T. WOOD BUCKWITH SEALANT PER WA7ERPROQFI1'.IG ` APPLY .PERIMETER .SEALANT CAULI<�� NOTE #4 AND ANCHORED.-10 MASONRY PER BUCK _ #5 VERT. REBAR IN (3000 PSI) BETWEEN BUCK & WINDOW FRAME ATTACHMENT, NOTE: CONCRETE FILLED CELL (SEE WAIERPiT00FING NOTE #5) :. —SEE WATERPROOFING I,IOTE if6 FILLED CELL '. :CORf20SI01J RESISTANT FLASHING EXISTING ' PER WATERPROOFING NOTE /z ANCIiUR DOOR ,IAI�111.ArdD ,TEASER TO 2x BUCKS IN .OR ACT', iRE'S ALL ) PRODUCT CAPP APPROVAL INS, rd REQUIREMENTS.' Cl A VCF WITFI fuIAIVU EXISTING WALL NEW WALL. C Cr AT1C` STARTER COLUMN DETAIL nts.. SLIDINQ ;GLASS DOOR: BUCK DETAIL. (PLAN VIEW) — S SCALC. N.I.S. 'CONTINUOUS S • CONIT � ]FOAM INTERIOR AIRS �-FASTEIVCR., AS REQUIRED N`r' WINDOW MAIVIJFAC'TUI,CR - /. �. 5r000 O CEMENT FINISH AND WATER SFAI ANT - if " .. \� y, WATERPROOFING I•JOTF 6 CORROSION RESI5T'ANl' FLASHING PER WATERPROOFING IZOQF'ING ' %- FII_I_ED C:EI_L AT JAh,46 BLOCK (TYP) MARBLE SILL = i .. NOTE �/�2 CMU WAFER RESISTANT COATING S ��—CAULI<'SEAM AT WINDOW INSTALLATION (SEE WATERPROOFING NOTE #1) .L (SEC WATERPROOFING IVOIE #5) a ° MORTAR;OR. —�- - CMU WATER RESISTANT COAIING GROUT :.'• i, I J(SEE WA SET SILL OOFIC) L IN FULL MORTAR BED Ix3 PA; WOOL) TIPPING, ALL, (3) SIDES S ° CONTINUOUS I� STUCCO OR DECORATING CEtv1ENTI110US COATING WOOD TRIM 2 DRYWALL PERCORROSION ANOTENT S#2G \^ f.T. WOOD BUCK WillI SEALANT PER WATERPROOFING NOTE #q AND ANCHORED TO = - 3✓" FURRING Tb MASONRY WALL MASONRY PER BUCK ATTACHMENT NOTE, APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME {SEE WATERPROOFING NOTE #5) \-- SEE WATERPROOFING NOTE #s ;• \- ACICI TOR DOOR. JAMB I IEADER 10 MASONRY IN ek STRICT ACCORDANCE WITH MANUFACTURE'S _ :3 •' :r'' '• PRECAST CONCRETE WIND BtE5CAST- .FLUB, 7 SILL AS MANCIFAC'IURERD BY CAST-CT2E1F._ FR(.Dl.1CT APPROVAL INSTALLATION REQUIREMENTS..' (OR EQUAL) EXTERIOR, DOOR BUCKDETAIL _..-- :-_ _PRECAST CONCRETE WINDOW SIL.L.. DETAIL= -------------- _ SCALE,: N.T.S. SCALE: N,T.S. WATERPROOFING NOTED. 1 . PRIOR TO BUCK INSTALLATION TREAT THE MASONRY. OPENING WI_IH A CMU WATER RESISTANT' COATING TO _ O ABSORBING WATER. 1HE CMU WATER RFSISTAN.F e - APPLIED �ER'S RECUMMENDA'I10NS. TFIE SEAL 111C WINDOW / CAVITY TO PREVENl Il' FROM STUCCO CEMENT FINISH — � �: - _ _ CUAl11VG SHALL BE U IN ACCORDANCE WITH THE MANUFACTUI �y APPLICATION OF TFIE CMU WATER RESITANT COATING SHALL INCLUDE TILL-. ENTIRE SURROUND OF 111E :z OPENING,( (SILLS, JAMBS, HEAD)ANDRETURN WALLS OF THE OPENING W' MINIMUM EACH DIRECTION. ALL CMU WAFER T RESISTANCOATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALL_ATIOIJS. --FILLED CELL AT JAMf3 BLOCK (TYP) CMU : WATER RESISTANT COATING - - INSTAL_. BUCKS RC ARE NO EDGE CA EXCEEDING 1/T)" BETWEEN BUCK AND MASONRY. � as 2,. L Fl (5 50 T11A'T THERE PS F EED � Lj (SEE' WATERPROOFING NOTE- #1} � ' 3:' PRIG DIAMETER BEAD. OF SEALANT BEIWEFN TI IE BUCK AND � Ft TO BUCK INSTALLATION APPLY 3 ft" NUMIIVAL. � A •.. ° EN1-IRE 1NF MASONRY. TO PREVENT ThIF PASSAGE OF. LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE CORROSION RESISTANT FLASHING END OF THE WOOD BUCKS WITH SEALAN:F TO RESTRICT THE PASSAGE OF LIQUID '1HROUGhI THE CUT. ENDS NOTE S:. d O PAR WATERPROO�iNG x .�lx3 T.T. WOOD riRRING ALL (3) SIDES CONTINUOUS. AND 1HE ENTIRE EXTERIOR FACE AND RETURN SURFACE_ OF THE BUCK SHALL. BE COATED wlTl1 A LIQo.ID ° APPLIE INEDWATER_. RESISTIVE COA SEALANT. —* A,. PROVIDE PAN FLASHING AT SIL.i_ OF WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE �CAI_ED OR (METE SEALANT CAULK �� -' �jp- SLOPED IN A MANNER 10 DIRECT WATER 14 IIIL SURFACE OF 111E LX1T-''T�107 WATER RESISTIVE BARRIER 02 AI'f'Ll' PER .. R . � SEC WAIE,R PROOFING NOTE #G 'TWEEN BUbK &WINDOW .FRAME SUBSEQUENT DRAINAGE, INCORPORATE PAN FLA51IItJG AT (LEAD AND SII_I_ AS WELL.. I _'AN FLASFIIFIG S1 AL_. Zz FlI_ _SEE WATERPROOFING NOTE#5) B E CORROSION RESISTANT (OPTIONAL NOT REQUIRED IF ITEM #I=3 INSTALLED): - P.T. WOOD BUCK WITH SEALANT PER q. D ANCHORED T0. - fl WATERPROOFING IVOIC # AN IJ : �. 'PROVIDE COIVi1N0005 3/8 BEAD OF SEALANT' ON WINDOW / UOOI'2 FRAMES AT ALL PERIMETER ON FRONT 1 Iv1ASONRY PER BUCK ATTACHMENT NOTE: AND BACK SURFACE PRIOR TO WINDOW:/ DOOR INSTALLATION, G. ,AFTER WINDOW/.DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN -TILE BUCK (OR PRECAST SILT_.) AND . : TOTE_ — .. S — W E SO RY IN STRICT TILE WINDOW'/, DOOR TO ENSURE. A WATER REtISTAIJT IN AIR SEAL. AROUND TILE, Eh111RL PERIMETER. All(,IIC)R WINDOW FRAM TO MA N unkirviw r-RhkAF 4HOUl D BF COMPLEI'LY SEATED ACCORDANCE WITH' MANUFACTURE'S PRODUCT i k (J z 1% W c� v U �Op Q ' qG (L i N C7 a4 O q y z � EL N O It x N r LLLL -, UJ V6 JEX -- O \� 3TING V LEY TRUSSES 0 VA 0 MHVE � O LL O< - MHVD �4 co rIHVC W - MHVE MHVA NEW RI GE LINE 0 4 OLD RIDI}GE LINE . VERIFY EXISTING 3/12 PITCH EXISTING STRUCTURE IMPORTANT NOTE IT IS. THE RESPONSIBILITY OF THE PERSON SIGNING THIS LAYOUT TO FIELD VERIFY THAT THE ROOF PITCH, HEEL CONDITIONS, OVERHANGS, TRUSS SPANS, AND OTHER CONDITIONS SHOWN IN THIS LAYOUT MATCH THE EXISTING STRUCTURE. TRUSSES WILL BE BUILT PER THE LAYOUT ONLY. TRUSS CONNECTOR SCHEDULE TRUSS ID BEARING POINT TRUSS ACTUAL _ CONNECTOR CONNECTOR FASTENERS NOTES UPLIFT ID UPLIFT DESIGN M 1ST 825 (1)- HETA 20 1810 (9)-10d X 1 1/2" M 2ND 713 (1)- HTSM16 1175 (4)-1/4" X 13/4" TITEN & (8)-10d GABLE ENDS CONT. 250 PLF ( )- HETA 20 1810 (9)-10d X 11/2" SEE GABLE END DETAIL i 1 STRAP AT EACH END AND AT 48" O.C. VALLEYS CONT. 250 # PLF ( ) MTS 16 1 1000 (14)-10d X 1 1/2" 1 T 1 STRAP AT EACH END AND AT 24" O.C. TRUSS COMPANY CHAMBERS LAYOUT DATE 8 16 2018 CUT -SHEET DATE 8 17 2018 NOTE: ALL STRAPPING TO BE SIMPSON STRONG -TIE AS SPECIFIED. NOTES: 1 VALLEY TRUSSES MAYBE ATTACHED WITH SIMPSON VTCR W/ (4)- #9 SD X 2 1/2" TO SUPPORTING TRUSS AND (3)- #9 SD X 1 1/2" TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED, VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX. TRUSS NOTES: 1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER. 2) CONTRACTOR TO PROVIDE PAUL WELCH INC., AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE INSTALLING TRUSSES. 3) CONTRACTOR TO VERIFY ALL EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. 4) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. 5) SEE TRUSS CONNECTOR SCH. FOR TRUSS TO WALL CONNECTIONS. - - EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH II GA. 2" LONG NAILS WITH 3/8" 0 HEAD @ 6" O C OVER (2) LAYERS OF (1.5N FELT OR TYVAI( BUILDING WRAP) OVER 15132" CDX PLYWOOD WITH IUD NAILS TO STUDS @ 6 O.C. PERIMETER AND FIELD._ ..---_. ROOFING / UNDF.ELAYMENT PER PLAN 2 x 4 --X " BRACING AT RIDGE AND 6 19/3r ROOF SHEATHING FEET O.C. EACH SIDE OF RIDGE A'UM' DRIP EDGE 2XP.T. WOOD FASCIA (3) -16D NAILS (TYPICAL) a L--_ __.. SOFFiP' PER DETAIL 2X4 WOOD OUTLOOKERS AT 12 INCHES O.C. NAILED TO SECOND TRUSS WITH (3)-16dNAILS AND STRAPPED TO GABLE END TRUSS WLTH"SIMPSOm, m2.ad or/ --- GABLE END TRUSS _ STUCCO / WMELATH / VAPOI BARRIER/SHEATHING PER W D COMMON NAILS AT 12'" O,C FAI Ie—i *Ii'i '-"----- 2X4SPRUCE ORSETTER LATERAL.... -BRACE AT 6 FEET O.C.FASTENED TO #4T(9) - I)d X 1 'W NAILS STTiAP PIN4" ham, TOP OF BOTTOM CHORD OF TRUSSES WITH (2)-16dNAILS RACK AT GABLE END TRUSS AND.4 TRUSSES BACK - 1 CEB.R:GPERPLAN / P.T. 2 X 8 CONTTNCTOUS WITH W � 1" BOLT OR Yi X 5 54 WEDGE - - `.ANCHOR AT WO.C. WITH 2- X T' x 1B" WASHERS- RFR3FORCE EACH VERTICAL .. ARoF GABLE END TRUSS WITH. 2 X 4 T-BRACE WITH 16 D NAILS AT 8 Items o.c. + PLANyHCw T- �•," :i GABLE END DE'fAl 5 Il DER PAUL WEI.CH INC, � MECHANICAL ELECMICAL CI vIL, ENGINEERING 19845, LY. BILTMORES7: SURE# 714 ✓ PORTST LUCIE, FL94984. PHONE (772) 785-9888 E-MA/L EWEL'CHINC@AOL,COM PAUL. MEL CH, P.E. F4A REG No. 29945 o r 0 1 zoo