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HomeMy WebLinkAboutGARAGE ENCLOSURE-...._.. _-------- q� _ Planning &Development Services Department RECEIVED o Building iding RCgnitltEOBS DivisionDivisionPlanning &Development Services Department SCOPE OF WORK4� Building & Code Regulations Division - CONSTRUCT NEW GARAGE ENCLOSURE PER PLANS AS SHOWN y PI°Dd)tict Review Affidavit"; +.,r• : a£ 2300Vir iniaAvenue, Fort Pierce, FL34982-(772)462-1553 j U L 2 7 HIS �` g THIS IS AN ALTERATION LEVEL 2 AND MUST COMPLY WITHTHE FDIC 2017 FOR EXISTING BUILDINGS VALCIiV RESIDENCE fe iflcat)on for Design Load Compliance CHAPTER 7 AND 8. Permitting Building Feimit # Owners Nante Applicant: projflc Name: VALCIN GARAGE ENCLOSURE NOTES ST, Lucie County, 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT, Product opening Design Product Rated Manufacturer Mqdel Number Product Approval Glass Method of Attachment Pro)rc Address: 3104 TROPIC BLVD 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE Pressures DaskinPressure Number _ Type Y ENGINEER AS CONSTRUCTIONPROGRESSES WPermit#: Occupancy Type: R Construction Type: V 3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED mdovre SEE ELEVS +g5/-70 JELD-WEN PREMIUM n.uuncmlrv� FL# 14095.2 "�„P.cr 3116" X 1 1/4"MIN. EMBED -fAPCONB AT 8"/ 15" O.C. WSTF CI qN5 qR USE: DIMENSIONS. WATERPROOFING (' NOTES. - Mullions 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2017, FBC 2017 r ° ATERPROOFIN`"^ ° eO B E - RESIDENTIAL, FBC 2C17 PLUMBING CODE, FBC 2017 MECHANICAL CODE, FBC 2017 ENERGY Fixed Glass • This certification must be completed, signed, and sealed 6y the design professional of record. RESIDENTIAL, AND THE NEC IN FPA 70) 2014 EDITION, t. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY'' OPENING WITH A CMU WATER Block Glass s SulIn lit (2) copies for residential, (3) copies for commercial with all permit applications Involving the following: 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE RESISTANT COATING TO SEAL THE WINDOW / DOOR CAVITY TO PREVENT IT FROM -- O New Residences (single or multi -family) INFESTATION AREA PER FRC 3e1. Skylights ABSORBING WATER. THE CMU WATER RESISTANT COATING SHALL BE: APPLIED IN 6) BULDINGS.ONS,REPAIRS,ANT)ALTERATIONS MUSTCOMPLY WITH TIiF. F.B.0 2017 FOR EXISTING ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THE APPLICATION OF SlidingGlass Dws -- a Anyaccessory structure BUILDINGS. o Any accessory structure requiring a budding permit THE CMU WATER HESITANT COATING SHALL INCLUDE THE ENTIRE. II G 24"D NI THE SwingT Does oAnynon-residential structure. STRUCTURAL NOTES OPENING (SILLS, JAMBS, HEAD) AND SI TURN WALLS OF THE OPENING TAL MINIMUM s 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. EACH DIRECTION. ALL CMU WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR French Doors Noto; Form not required for interior renovations provided that no exterior structural elements are affected and 2) SOIL BEARING CAPACITY: 25011.PSF (MIN.). TO BUCK INSTALLATIONS. Garage Doors , certain minor building permits at the discretion of the local building official. Contact the #above for questions. 3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICLE CELLS, AND COLUMNS SHALL HAVE 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1j8" BETWEEN Hurricane Prozetlon SEE ELEVS +/-50 Es*Fa°"E*n,SUPPLY 0.05 ALUM FL#11964.1 N/A 1l4"x2"EMBED ELDo pANELMATES OR TAPCONS AT 2"/s^o.C. DESIB PARAMETERS AND ASSUMPTIONS USED: (complete all thata I A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28'DAYS. FIL 4) SLAB FOOTINGS TOBE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 BUCK AND MASONRY. Roof ventilation _ _ 1. O[P4 N CODE: Florida Buildine Code 2017 Edition with 20 _Supplements using ASCE 7-10 ®PY DAYS. SEE PLAN FOR31ZES & STEEL REQUIREMENTS. Roofing Matada 2. Still[ ure Designed as (check one): X Enclosed Partial) Enclosed Open 5) MINIMUM CONCRETI PROTECTION FOR REINFORCING BARS: 3. PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT — y FOOTINGS: 3" BE, NIS:I%" SUSPENDED SLARS:I%R BETWEEN THE BUCK AND THE MASONRY TO PREVENT THE PASSAGE OF :LIQUID 3.Risk tegory:_I XIt—III IV Exposure Category: _B X C_D 6) LAP ALL REINFORCITG STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60 BEHIND THE BUCK. COMPLETELY SEAL THE ENTIRE END OF THE WOOD BUCKS WITH 4. Desi n Wind Velocity 160 mph 124 ASO N/ALRFO End Zone Width i ft STEEL MINIMUM IN TEAMS AND COLUMNS SEALANT TO RESTRICT 1}rE 'PASSAGE OF LIQUID THROUGH THE CUT ENDS AND THE Revised 07/2/2014 S. Mc -a Roof Height; 15 ft Roof Pitch: N/A :12 Parapet: N/A ft 7) ALL LUMBER IN CON''ACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED, 6. Components & Cladding Design Pressures Used: (PSF, based on SOs ft 15WRH, clear) label on all Ian openings): 8) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALT_ BE COATED q @ v p NOT PERbTI'I'ED. WITH A LIQUID APPLIED WATER RESISTIVE COATING' / SEALANT. 19.3 19.3 19.3 33.6 33.6 31.8 9 I have revieved the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the Zone Zone 2: Zone 3: Zone 4: Zone 5: Garage: ) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO P P l -3D.7 -53.5 -79,1 THE MANUFACTURESINSTRUCTIONS AND STANDARD PRACTICIES. 4, PROVIDE PAN FLASHING AT SILL OF WINDOW AND DOOR OPENINGS. PAN FLASHING wind loads'.nd forces specified by current code provisions. -36.4 -44.9 -41.5 SHALL BE SEALED OR SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE 'w-b,IRMdbyPAUL WnCNRE. 7. Detign Loads: Floor: N/A PSF Roof/Dead: 5 PSF Roof/Live: 20 Balcony:, N/A PSF OF THE EXTERIOR WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. PAIL WELCH PAUL WELCH P.E. °::"�I`•vnuiwRex ucoL'coa o.ue Pock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF J CONCENTRATED --- -- --- -- ---- -_ - --- ----- _ __ � Name: Signature: °o°ama°>,a�asum caw --_ INCORPORATE PAN FLASHING AT HEAD AND SILL AS WELL PAN FLASHING SHALL S.Were Shear Walls Considered For Structure? X Yes Not -- - BE CORROSION RESISTANT PAUL WELCH INC. 29945 ON PLAN � AppBcableExplainWhyNot: WALL FINISH/INSULATION NOTES --'-- Design Pro' Cert. No. Date:. 1) INTERIOR TO BE'A" DRYWALL FINISH, - 5, PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR FRAMES AT ALL 9, Is AC rtinuous Load Path Provided? �{_Yes_Not Applicable Explain Why Not: 2) ALL INTERIOR GYPSUM BOARD TO BE MIN.%" THICK WITH(13 GAGE, 1318"LONG, 19/64"HEAD; 1 0.098 DIAMETER, 1 & LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 15/8" LONG, PERIMETER ON FRONT AND BACK SURFACE PRihR TO WINDOW f DOOR ---. —.__ _____ 15/64"HEAD; OR GYPSUM BOARD NAIL, 0.08e DIAMETER, 15/8"LONG, 9132" HEAD) SPACED AT 7" INSTALLATION. 10. Dec'ign Sol] Bearing Pressure: 2500 PSF Soil Test Re orts Submitted? Yes g p O.C. FOR NAILS AND 1;" O.C. FOR SCREWS. 6. AFTER WINDOW/ DOOR INSTALLATIONPROVIDE FOAM SEALANT BETWEEN THE BUCK - - - - - - - - - DESIGM PROFESSIONAL CERYIFICATIl7N STATEMENT: 3) WALL AND CEILING FNISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN OR PRECAST SILL AND THE WINDOW DOOR TO ENSURE A WATER STUCCO"EMENT FINISH ` I (•----'— 450. ( ) / :4• certify I;:hat, to the best of my knowledge and belief, the attached plans & specifications have been designed to 4) WALL AND CEILING RN'ISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER 3 :omply With the applicable structural portions of the building codes currently adopted and enforced by St. Lucie THAN 200. INTERIOR AIR SEAL AROUND THE ENTIRE PERIMETER. 5) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL �/— FILLED CELL AT JAMB BLOCK (TYP) :aunty.) also certify that structural elements depicted on these plans provide adequate resistance to the design RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM PLASTIC CMU WAER RESISTANT COATING �LJ orcess ecified: (SEE WAERPRDOFING NOTE #1)u INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC Y p .a Paul Welch P.E. 29945 5115 WALLS SHALL COMPLY WITH SECTION FRC316. Print Name Cart # & Co, Cert Auth. 6) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIESSI-IALL CONFORM TO ASTM C CORROSION RESISTANT FLASHING ?. 36, C 79, C 475, C 514, C 130, C 931, C 960, C 1002, C 1047, C 11,77, C 1178, C.1278, C 1395, C 1396 OR C 1658 - .-- -- - - PER WAERPROOFING NOTE #2 :�,.'o P3UI Welch Inc. AND SHALL BE INSTALLED IN ACCORDANCE WITHTHE PROVISIONS OF FRC, AND ADHESIVES FOR CONTINUOUS FOAM INTERIOR AIR ,--FASTENERS AS REQUIRED BY WINDOW MANUFACTURER a ;a /— 1x3 P. T. WOOD F'IRRING ALL (3) SIDES L`GN TINLIOUS N PLAN 7J18/2018 THE INSTALLATION Of GYPSUM BOARD SHALL CONFORM TO ASTM C 557 a 7) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR ignatare, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL PERMEABLE b9EMBRAVES INSTALLED WITHIN FLOOR-CEILINGASSEMBLIES, OR VAPOR AND WATER SEALANT PER ' Company Name &Address ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD WATERPROOFING NOTE #6 / ,---CORROSION RESISTANT FLASHING PER WATERPROOFING APPLY ERIMETER SEALANT CAULK- q -ccuv rhrmttuzu-iz Revised a/1s/1z i15) INDEX NOT TO EXCEEP 25 W THAN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED. NUTS #2 Ij BETWE.EI BUCK 9c WINDOW FRAME "—SEE WATER PROOFING NOTE #6 450 WHEN TESTED IN X: CORDANCE WITH ASTM E 84 OR UL 723. MARBI:.E. SILL --�..ti ,/ _..._ CAL) I'K SEAM AT WINDOW INSTALLATION (SEE WTERPRD.OFING NOTE #5) —ter (SEC WATERPROOFING NOTE #5) ANCHOR 'Ix4 P.T. (MIN.) BUCK WITH SEALANT' .__-_-,- _--CMU WATER RESIST -ANT COATING PER WATERPROOFING NOTE #4 AND ANCFIORFD _ - __ _- __...- _ __ ____-------- - ELECTRICAL NOTES TO MASONRY WITH 1 ,Y CASE FIARDENL`p COIL � � � � ENERGYCONSERVATIONNOTES. MORTAR OR --^.. (SEE WA'fE'RPROOF'ING NOTE #1) _ NAILS' t>,D12" O.C. MAX. ]) ALL ELECTRICAL WORK 5HAL BE IN ACCORDANCE WITH THE NEC (NFPA 70)2014 EDITION. - - GROUT 2) A MINI14UM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE I) RESIDENCE SHALL BL tN ACCORDANCE WITA FLORIDA BUILDING CODE 2017 ENERGY ' "---SET Sit.[. IN Fl)l.l..MORI'AR BET) � -- CONSERVATION RESIDENTIAL. HIGH-EFFACY LAMPS OR A MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING 2) ATTIC ACCESS DOORS )R HATCHES FROM CONDITIOND SPACES TO UNCONDITIONED SPACES ANCHOR WINDOW FRAME TO MASONRY IN STRICT FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT SHALL BE WEATHERFIRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION -..--STUCCO OR DECORATIVE CEMENTITIOUS COATING - ACCORDANCE WITH TION REQUIRE'S PRODUCT BE REQUIRED TO BE HIGH-EFFACY LAMPS) ON THE SURROUNDIN(SURFACES, A WOOD FRAMED EQUIVALENT BAFFLE OR RETAINER IS Nz" DRYWALL ~''ems' APPROVAL INSTALLATION REQLI P�EMEN'FS. 3) RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND REQUH2ED TO HE PROIIDED WHEN LOOSE FILL IS INSTALLED A ENT BAFFLE ETAINERI UNCONDITIONED SPACES. SPILLING INTO THE LI°INGSPACE. ' FROM 41 SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP - ARC FAULT CIRCUIT 3) THE BUILDING THER UL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN 5) SMOKE DETECTORS TO BE LOCATED AS SHOWN, AND INSIDE AND OUTSIDE OF ALL EXISTING ACCORDANCE WITH TILE REQUIREMENTS R402.4,1 THROUGH R402.4.4. /4 3 " FURRINGTO MASONRY WALL BEDROOM INTERIOR DOORS (NOT SHOWN) IF NOT EXISTING VERIFY. 4) THE BUILDING SHALL IE TESTED FOR AIR LEAKAGE IN ACCORDANCE WITH R402.4.1.2 . �Q 4 6) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL 5) WINDOWS,SKYLIGHTSAND SLIDINGGLA5S DOORS SHALL HAVE AN AIR INFILTRATION RATE OF , SMOKE DETECTORS IN THE RESIDENCE `il' 4'-+'d--- ' P: 7) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY NO MORE THAN 0.3 CFD PER SQUARE FT, AND SWINGING DOORS NO MORE THAN 0,5 CFM PER WINDOW FRAME SHOULD INSTANCE BE COMPLETL'f ,SEATED SQUARE FT AND MUST tE TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3. ROOMS, DINING ROOMS, LIVING ROOMS, PAj- RS, LIBRARIES, DENS, BEDROOMS, SUNROOM _.; FRME BUCK, IN NO BUCSHALL J RECREATION ROOMS, CLOSETS, HALLWAYS; :SIMILAR ROOMS PER FBC AND NEC �/ 6) CONTRACTOR SHALL IROVIDE ENERGYPERFORMANCE LEVEL(EPL) DISPLAY CARDIN FRAME OVERHANG THE BUCK `\.J REQUIREMENTS. ACCORDANCE WITH FIT,` 2017 ENERGY CONSERVATION R-101.3, , RESISTANT FLUSH r' SISTAP r f2L(A., MU, L. SANE F2k 8) .PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT, SINGLE- - 5;__ ,_.�..__.�._..._ .vll.u. Fu, i;fA „ L,(. P....0 Li2i�":. -.._. ::�_o•rr --_ - - __ _. - -. _ z-.— -.... _.—_ _-.- PHASM I5 AND 2n AMP C.T.CLTT.4 SRET,G: DA17Lti0Oid5, GARAGES, KiTC'HENS,AC,CESORN' - _ter i6�._��.. -- - ELECTRICAL LOAD a ALC°S_ (OR [CAIAL.; BUILDINGS, OUTDOORS, OR WITHIN 72"OF EDGE OF ANY SINK. PER NEC - .�;. 7 9) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN IW OF ALL BEDROOMS. 1fh EXHAUSTF 5 O - ✓ AN T BE VENTED'I'HItU ROOF C JFFIT. � 3 V ® q g •-•rr"" /� g, q yl 111 PROVIDE TAMPER RESISTANT RECPTICLES Pam. NEC REQUIREMENTS. 1.. _ t Y� r 7 �% °'r'. T ._r�INDQ v I�.�:�..L, F= &jL......... ........ ' � - �_ -. _.._� ii I�134 .�T .1 r.4.._._.. �`�"d�_.. _ 12i TIE ELECTRICAL INTO EXISTING ELECTRICAL SERVICE. I(„IM/) 60 �-1 / - ® t/ 1894 S.F. @ p_ ���(„ fe TWO 20A APPLIANCE CKTS '- -' _ ST. LUCIE COUNTY BUILDING D, GH?[ON LAUNDRY " u SCALE: N.T.S. SCALE, N.T S. REVIEWED FOR COMPLIANCE/ DRYER REVITY i �� COPY DATE WH EW Y RANGE DATE r ` / - F THESE PLANS AND ALL PROPOSED WORK PLANS AND PERMIT MUST BE K N JOB DW ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD, INSPECTORS THAT SITE OR NO INSPECTION(S) W BE MADE WP TUB (OPTION) — EXISTING CMU WALL MAY BE NECESSARY IN ORDER TO REFRIG COMPLY WITH ALL APPLICABLE CODES. � IRR. PUMP (OPTION) -_ �_-j_ �NBC DRILLED 12" LONG ELEC RICAL 1(ju Y TOTAL DRILLED OUT AND EPDXIED TO EXISTING WALL, WITH 6" SINGLE POLE SWITCH cy - `�(i 6,9 �� FIRST 10 KW @ 100% �obFl.4 `-�/" i�<SLi L:.,7r ©fi EMBEDMENT' SPADED AT 6" FROM _ TOP AND BOTTOM AND 24" O.C. l�l DUPLEX CONVENIENCE OUTLET _ REMAINDER 0 40% 12 VERT, 1 i LIGHT FIXTURE 1F_ I I I I TOTAL 22 �� #5 VERT. REBAR IN 3000 PSI f nur #�Poxi�w/ — ( I Ol I �AICNEAT(ed100°/E rxl2rs CONCRETE FIL,LEDCELL EXISTING FILLED CELL (I TOTAL 34 EXISTING WALL NEW WALL aL+ - .._. F�-igT caJL. ULAIIneJ V"t�"DF-qW&L-L PtA.n9 STARTER COLUMN DETAIL rtta.. �e'fWNc-,f �TLIGvO FIUIgi4 - (PLAN VIEW) D I (r G1 6 nP1 iF/',l3C fac4i J45 gf. 6 Vr,&-f I»ILA d Li lS, 1: FOY4 EIa W py •' \`\\ �+ ,r� ��1 ®,.,,.,,� Z4'�orc ha ln.,FNS€h 11.1 KILLEb . iy6S 1 L,..)�.1 �✓Il �c.-1' goor H ,.. ✓'t-AP 5P1-ICE at j eE� 5eI ��D �uTS h-.4" �ZSoO SI EPo Xr Erg w�IZ" �ollctzE4G_ ovE��vLl2- // WA WLWA((1 t71 -hILF. • III�VIIrj1t%.Et6-;I1t`i)= t4� o Iijslit_' S)11 _ tl t -i li �iTJGca IFtrJ I5R { M,441 =i1t Ili � I - GP �i�ilKlap ilor� , Fl.\�7NT �aL..r V .f?�iTl.®N�_/"SCALE tickL SCALE 34832,8 240 = 145.9367 AMPS USE EXISTING 200 AMP SERVICE 60 4-/rltyy t{r" 1"00 re i) r l (6�6fl kJ [� - l F vrer rrb cgi S $682 VA 3000 1500 5000 12000 4500 '1200 1200 1200 1800 5000 42082 VA 90000 832.8 832.8 12000 832.8 VA WINDOW / DOOR SCHEDULE MAR A SIZE /TYPE 53 7/81' W X 50 5/8" H SH34 WINDOW NOTES R 6 0 6 8 CASED OPENING E EXISTING WINDOWS/DOORS TABULATION EXIST. 1 VING 1,602 Sq. Ft. NEW LIVING 247 Sq. Ft. Sq, Ft. TOTAL 1,849 Sq` Ft. Fwill 10 ®.JR PLAN '/."SCALE - PAUL WELCH INC. MECHANICAL ELECTRICAL C/V/L ENGIA(HERING 1984 S, W. BILTMORE ST; SUME,# 114 PORT'ST° LUCIE, FL 34984, PHONE (`772)785-9888 E-MAx PYYEL'CH/NCcaAOL.COM J IL 1 $ 20� � PAUL WELCH, P.E°.FLA REG N0. 29945 I� W �Fri b M ( W L 4 f-1 ti �pyq� F�A�IHEETDM