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HomeMy WebLinkAboutBuilding Permit Application AIL— III APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED /;Cf Date: Permit Number: 11 of•�/ / f'-2 � WOE �u� RECENED 9 9W v:.-. Building Permit Application SAP 2 2 2021 t Lu�l Planning and Development Services a In Building and Code Regulation Division Commercial Residential 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 CBDG Funding PERMIT APPLICATION FOR: ;PROPOSSED IMPR`OVEMENTLOCATI.ON: Address: /701 7art�lf'l� lhdA-4,h AiVe ^ . Or,Iy Property Tax ID#: 3FAI ^''olaI ~®V' 0;L ®odd Lot No. Site Plan Name: /I A dllA n Qi(f/-P /I Block No. /' '�/'� v�P. Project Name: /IylO( D/%/t/"� o DETAILED DESCRIPTIO I N OF WORK: :,'LL 0f*11 i9opcA Byrn r4ro.9k m: ' A&--+,tce . roreA oly 4Ie-.►a9 Iin ti/V SbYd on of—er i�sftd p&mac A ,, gL'/' n I•+� /lS a," 0( New Electrical Meter Second Electrical Meter (Affidavit required) t LCONSTRUCTION INFORMATION: Additional work to be performed under this permit-check all that apply: _Mechanical _Gas Tank _Gas Piping _Shutters _Windows/Doors _Pond Electric _Plumbing _Sprinklers _Generator _Roof Pitch Total Sq. Ft of Construction: Sq. Ft. of First Floor: Cost of Construction: $ � / /� Utilities: _Sewer _Septic Building Height: i OWNER/LESSEE:' _ r r . ;: CONTRACTOR: Name To Name: 'P flit Net t/ Address: AAWA 1Obv-ff (✓'�i Company: �&Ir y'4/f'w't° AA.,Y` 0on lOL4Plneto, City: 4 L14 Clt f COld n!'Y, State: Address: 13/7 5 r Vj��gyr Zip Code: 3 Fax: City: pi 50 l''l State:�r Phone No. �6 /- 7,21 — 11V E- Zip Code: 3 Y 167 3 Fax: Mail: Ag if J.70 gmat'h CCOm i Phone No 77A- Fill in fee simple Title Holder on next page (if different E-Mail ham le a M fYIAJ /r e 0� from the Owner listed above) State or County License 30730 If value of construction is 2500 or more,a RECORDED Notice of Commencement is required. I I f value of HAVC is$7,500 or more,a RECORDED Notice of Commencement is required. DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _ Not Applicable Name: Q/un,��RH„� 5Cr1P-en d P$i1Ah Name: Address: Yyo! V&-eland Qet, &1!�f Address: City: Otda..do State: Li City: State: Zip: 32Phone KO7— 73Y-1Y70 Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting.a permit will authorize the permit holder to build the subject structure which conflicts with any applicable Homeowners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Homeowners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work li accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. the following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in paying twice for improvements to your property. A Notice of Commencement must be recorded in the public records of St. Lucie County and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording our Notice of Commencement. Sig ature of Owner/Lessee/Contractor as Agent for Owner STATE OF FLORIDA COUNTY OF -54- ,LI.&C�__ Sworn to(or affirmed)and subscribed before me�f ',,-,,'Physical Presence or Online Notarization this 9,�day of 5e�t�{' 2021 by IT�rinl5 Name of person making statement. (n(nl S N-4 Personally Known OR Produced Identification Type of Identification Produced 1=1_. rl yiq /,I f- (Signature of Notary Public-State of Florida) Commission No. a 3 774/ (Seal) w BAR6ARAMILILLO Notary Public.State of Florida ogs' Commission✓F GG 337991 My Comm.Expires Jul 1 P 2,1022 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED ev 0 r � Fp'JNOd1YL0.NLRETE f MOtJUUQ9T(!JOIN/ Lf/PM(IS49F91: PROPOSED CCVNV ,WJAL BED STBTEJ IDS M5EPRC TAW DRAIITF2EiDREOUY =6E7SOFY DW.IA'FlIID➢A0190�•=SOFT WXJSSTRWFOAREA REOf6REU=IWI SOFT UNOSSTA IEDAWAPROJDEpe 112JSOFT SRE MST I ELEV,2ir 9TETEST2ELEV=157 4 \I I — 19 --__-- Lou—MU ON oF GoxNFETLorSnaOv a<s -- -- -- -- —— _ EOFOVERlFNOPREC ENTLOTsSECR.Y24364 30 29 SECTION CORNER I FOMaWyE ffWO tt j NavuuErrrMD ml � II70 ai CAP(IB 601 C`z�2 •Yd•• I 3' I't"1b Fc FOUND yb'IRON RCO �fl Eb NBL'ISJS'E 39613' B� IJORTN PR PERTYLINEP= C'A N FE1'CE 1 g 29.20 - bVY086010; n7 N00-VAREF`JJLE SWTNONEOFl10RTN79A/'QF GOVERNJFENTLOTf.SEL710N 2375<11NORM WJE Pc'X OE=OANOMWdUYENTAROVb 9 c4 0 ,fib S88°30'80'E M1g`L 6O,A08• PRCPd11YlINE PER DESCRJ➢110N 3 FOURD4) cavcREI ,166 a uawAmwv G a PARCEL 1 A 6 A0 Z `Y� m Ao 1b F0UND4Y:CONCRETE �f NONUME,NT(N0101 ^' N88°Z832'W 61 _____________________________-- —_—__--__ — _�--_— �_—__rye_ �___---_——_—___—S__�_ 1 I FRS =T qq �Gl 9 IBP FGLO• m •2 5 t 53,PROPOSED o E./ GRAGE o Pu k' PARCEL 2 erg,a aA o o VUSTI'JG 6 ^_`� 8.2':S of-Dr �. Pe m PROPOSED Y✓dl. 7R m lI e10 141 A FROWSED R, M,',2'IRaNPL'EINOIDJ w 1fp!N 395.4 k �9 PROPOSEOASPHRTdlltlL5 m conCAEIE �11: N88°2832 635.72' 69M.PJF!STOORIVE I PROPERTYAOORESS: 1.I 1 HEREBY CERTIFY THIS SURVEY MEETS STANDARDS OF PRACTICE 9701 SING/AN RIVER DRIVE PURSUANT TO FLORIDA STATUTES. FORT PIERCE FLORIDA 34982 2.THE SURVEYMAPAND REPORTAND THE COPIES THEREOFARE NOT VALID WITHOUT THE SIGNATUREAND THE ORIGINAL RAISED FLOOOZONE•X' SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. PANEL NO: 12111C O284K 3.UNDERGROUND OR OBSCURED IMPROVEMENTS WERENOT DATE: FEBRUARY29,2020 LOCATED. 4.DIMENSIONS ARE RECORD AND FIELD UNLESS OTHERWISENOTEO. 5.STATED DIMENSIONS TAKE PRECEDENCE OVER SCALED CER77RED TO: IONS. 1.TODD GALT AND DANA S.GALT DIMENSIONS.6.THIS IONS.CERTIFICATE OFAUTHORIZATION NUMBER 1S LB 8267. 2.OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY ADDITIONS OR DELETIONS TO SURVEYMAPS OR REPORTS BY OTHER 3.FISHERMANS i1TI.E,INC. LEGAL DESCR/PTi THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT PARCEL ONE. GRAPHIC SCALE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES TBESOUTHIX4! B.SURVEY SUBJECT TO RESERVATIONS,RESTRICTIONS,EASEIAENTS RANGE41 EAST,L AND RIGHTS-OFWAY OF RECORD.(UNLESSA TITLEREWEW, LESS AND EXCEP COMMITMENT R VIEW,OR OWNERSHIPAND ENCUMBRANCE REVIEW ELECTRICAL IRA) L I IS PRESENT ON THE FACE OF THIS DOCUMENT,THIS SVRVEYHAS IN FM BEEN COMPLETED IN THEABSENCEOF A TITLE INSURANCEPOLICY). PARCEL TWO: I Inch a 30 It. 9,LOCATIONMAPIS GLEANED FROM ONLINE NAPPING SITESAND THESOUT899.08, ANDIS ONLYAPPROXIIAATE. EAST WTTHR/PAR 10.ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMSMCAN COUNTY,FLORIDA VERTICAL DATUM OF 1988.IN41/1)88) LESSAND UCEP rs t9a.u9' o a o 0 T� � vroo�NpmDM �u o 1ppoR om s� S T M1`p•,ti xta•e6a'E•ry.TS � o� �C ��h M1 P MP9B6018) g M1y PDF`Dp� .�t� 'c S89°4375E 59.78'� $�`- -� <e ranme'a'eoN ys .8'�yo%Q ^P +°. uaxtnAEHrMorl �e bb� Q' w 0191m ydgn<d Doug N/Og"wefka z sx. N Walker151M.11 ' x�cp o Z ma -;3 •6 — FWADeWCONC NON i _^________ I/MENi(NOJ�J,� �,p •••��` ,1 't A l 'ar 4M1 6OpTE " 'G Et �C i ORfi C' M1M1T1b�.�wk �� p IS"O g STN > ui 0 RS N 0r. 1�SPK0 PROPOSED FENCE \ a q36 �� Q f^ V M1b�M1b PROPOSED CRNEYlAY = ��`M1 O M1t�/ PROPOSEDGALE ti PROPOSED FEA'CE `'.m T•• M1M1 O y8 ` M1M1 V• O � Tc(LrEcs•q 'v`- _ ',�589-415T•E 67.27' m *` M11,�` M1OfO `3'FC 'D IfTIRON PI EfN0 to, ` BBB/,elg 1 l'lEtl Uj ZWk�ia J Q LU a�LJl LUA�n':� SEPnD DRAINlF10 Q'• mow/ LANK V •\ M z U V V: ,ETOF THENORTH2O5.92FEETOFSEC77ONS29 AND 30,TOWNSHIP 36 SOUTH,, z yV'''L� zv3o MG EASTOFTHEKORIDAEASTCDAST MOT LUCIECDUN7Y,FLORIDA; LL R/GNTS•OFWAYFORPUBL/CRDADSANDTfLEPN ONE,.1.11APHANO Q, VISSION LINES. to ET OFTHENORTN305FEE70F SEC77ON29,TOWNSHIP 36 SOUTR RANGE41 I RIGHTS,LYING EASTOF THEFLORIDA EAST COAST RAILWAYIN ST.LUCIE aCL OAD NGHT OFWAYFOR IND/AN RIVER DRIVE. {' { `f a - ra i ^cr •- ' *P1an Typ S es: Room ✓ Fill In Screen Room ❑Sun {�n _ Pool Screen/Cage (Non-Removable Screen — Designed to withstand actual°Wi! .d:S'pep', Expansion View (Non Standard) Car Port/Patio Cover Pergola Swimming Pool (Non Standard) Summer Kitchen (Non Standard) Other Standard _ ❑Non Standard 5❑Revision. 'EI Corrimer'clai"❑ $75.00`Rush Fee<. z *Project Address 9701 south indian aver drive > 1 .. � • fort�pierce N _ ` � g " 4 ` x � 'Date• 9 10 2021 IClty•.. s CM 4 S'z ':t £ 6 .,r'ry4` t f, •, r•F .." ,,, .. Ff'Contractor/Company Name:dennis nagle surfside aluminum and screens *Address: 1055 s.w. 19th street s.w. *City:vero beach 'Zip Code: 32962 Phone/Fax:772-521-6204 *Email dnagle27@gmai1.com Choose Ong: OMail ❑Pick Up ❑E-File ❑Fed Ex/UPS* 3 # of Copies ❑Single PDF ❑ Each Page-Separate or FedEx option go to tiv-wxA.aluminumscreendesi!,zn.coni and provide FedEx(UPS account#) * Payment•; ❑Check ✓❑Credit Gard '(For Credit Card option go to wivw.aluminumscreerldesiQn.coni to pay by credit card) Engineering prepared by: 0� ®� " e �pFA� �e �� x � W G � " & �' P�� �• R�©` x 9 IL 00 Engineer:Michael Thompson,MSc, P.E.(P.E.#47509) 4401 Vineland Road-Suite A6 Orlando, FL 32811 Office:888-607-0747 or 407-734-1470 Cell:407-721-2292 Project Manager Paul Thomas 386479.-9504 Fax:888-923-8181 to Email:aiuminumscreendesign(a)yahbo.com Website: www.aluminumscreendesign.com CA#30930 I 4%LU > Z' 1c _- .0 a f�6,.' a ix�: S zt A iV mtVl fl Vk SYi Ultimate Wind Speed{mph} :��� Exposed Categvtyx C Risk Category. r; 1 ❑ Screen Room'Q Fill In ❑Sun Room (Window T e Vin 1 or as ' _._yp �.__Y _ Uv�❑..�_ _. _ Roof Type: (❑ In aced " Pan Roof " R? of Connecting to:Gutter Fascia Block'Wall ❑✓ Conventional Wall ❑4�'Wall ❑Riser Front Wall: Uprights 2 X2 Top Plate t X2 Bottom Plate 1 X2 Chair Rail 2 X2 Side Wall: Uprights 2 X2 Top Plate 1 X2 Bottom Plate 1 X2 Chair Rail 2 X2 Roof Ridge Beam (gable style): Beams X Kick Plate Pool Screen/Cage Roof Type: QDome []Gable ❑Mansard/Hip ❑Flat/Slope Roof Connecting to: ❑Gutter❑Fascia ❑Block Wall❑Conventional Wall ❑Riser R00f: Beams X Front Wall: Uprights X Purlin X Chair Rail—X— Side Wall: Uprights X Chair Rail X Expansion View: Beams X Post X Kick Plate ❑Car PortlPatto Cover or❑Pergola (pergola material ❑Aluminum❑Wood) hoof Type: ❑ Insulated " ❑ Pan Roof ❑None (Perr]401 la Only) oof Connecting to:❑Gutter ❑Fascia ❑Block Wall Conventional Wall Wail earns X Post X Pergola Purllns X oof Ridge Beam (gable style): Beams x. SkwirnmingwPooul ❑Gunite ❑Fiberglass Overall Deck SQ FT ❑Summer�Kltch'erar Concrete: ✓, Existing ❑New 4" w/6" Thickened Edge F. Pier X X ❑ Ribbon Footer X With # Rebar ❑I Pavers With Footer X With # Rebar Other: Note: In the event that there is a conflict with the design plans and general notes and design standard,the contractor shall utilize the more stringent dimensions and member sizes prior to ordering materials,fabrication and/or construction between �e plans and the general notes and design standard. Engineer: Michael Thompson, MSc, P.E. (PE#47509) 4401 Vineland Road Suite A6, Orlando, Ft_32811 (CA#30930)-Ph 407-734-1470/Fax 407-734-1790 u , ALUMINUM SCREEN DESIGN mwAs Aluminum& Cons.trucH.on En9tnee.;i.hg �. General Notes & Design Standards _ ^� (Screen Patio Room Enclosure) The following are general design standards.More stringent design standards may be noted on the plans.41rthe event r of a conflict in plans and/or design standard dimensions and/or member sizes, the contractor must utilize the more, stringent dimensions and/or member sizes prior to ordering materials,fabrication and/or construction. Design Codes: Florida Building Code 2020(71 Edition) Aluminum Design Manual 2020 ASCE 7-16 Design Loads: Pursuant to FBC Chapters 16&20 Ultimate Wind:-150 MPH(FBC Table 2002.4)(45 psf) Risk Category:-See attach site specific plan sheet(FBC Table 1604.5) Exposure Category:-See attach site specific plan sheet(FBC 1609.4.3) Additional Load requirements: Structural members supporting screened enclosures are designed for wind in both of two orthogonal directions using the pressures given in Table 2002.4.Each primary member is also designed for a 300 pound load applied vertically downward along any 1 foot of any member, not occurring simultaneously with wind load.In addition to wind pressures, purlins is also be designed for a 200 pound load applied vertically downward along any 1 foot of any member,not occurring simultaneously with wind load. Design Basis: Allowable Stress Design(ASD)=Allowable Strength Design(ASD)divide by safety factor General Requirements: Reproductions of contract drawings by contractor in lieu of preparation of shop drawings signifies acceptance of information shown as correct and obligates himself to any expense,real or implied,arising from their use. A change to the structural drawings due to the acceptance of alternates and/or substitutes is the responsibility of the contractor and must be submitted to the engineer for approval. The general contractor and each subcontractor shall review the approve construction plans in its entirety and verify all existing conditions prior to the start of any work. All inconsistencies shall be reported to the designer and/or structural engineer, if needed. Should contractor construct the premises in a fashion not consistent with the plans prepared by the designer and/or structural engineer, or in any fashion, change the plans and drawing without the review and approval from the designer and/or structural engineer. Then designer and/or structural engineer shall bear no responsibility or liability for the construction of premises and accuracy of the drawings. Foundation and Earthwork: Applicable only when unsuitable soils are encountered. When unsuitable soils are encountered as specified bearing strata,notify owner's representative/engineer. Soil bearing capacity—2,000 psf Minimum Provide neat excavation for footing and place concrete immediately after excavation and inspection. Pump water from footing excavation if greater than one inch. Compact all fill to 95%ASTM D698 density. Unit soil weight=105 pcf Internal angle of friction=30 degrees Coeff.Of friction between footing and soil=0.5 Michael Thompson,P.E.#47509/CA#30930 4401 Vineland Road.,Suite A6,Orlando,FL 32811.(P)407-734-1470(F)407-734-1790 www.aluminumscreendesign.com l ASD. $ I SCREEN DESIGN i .. ��® Aluminum & Cons.lructi.cn En:gineef ng Structural Aluminum: Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for'aluminum. design. All aluminum shall be 6005-T5(E=10,000 ksi;Fy=35 ksi)with a minimum wall thickness of 0.046" Splicing prohibited without prior approval as to location and type. Burning of holes in aluminum members is prohibited.Any member with burned holes must be replaced. Aluminum Protection: Shall be pursuant FBC 2003.8.4.Aluminum surfaces in contact with dissimilar materials, lime-mortar, concrete,or other masonry materials, shall be protected with powder coated or ESP paint or alkali-resistant coatings, such as heavy-bodied bituminous paint or water-white methacrylate lacquer. Screws: Aluminum self-tapping screws shall conform to ASME B 18.6.4 specification. Self—tapping screws shall meet the requirements of ADM J.5 Maximum fastener spacing shall not exceed(3+20t)where"t"is the member thickness in inches. For roofrig and siding connection, use minimum#12 screws for end and side laps spaced at 12"max for side lap and end lap fasteners shall be no more than 2"from the end of overlapping sheets. For bottom plate and column base,secure with `/4"tapcons a minimum embedment of 1 1/8"and 2 t/4"respectively into concrete footer. Bolts: Bolts and other fasteners shall be aluminum, stainless steel, hot-dip or electro-galvanized steel. Double cadmium plated steel bolts may also be used.Bolt holes diameter shall not exceed 1/16"larger than the bolt diameter and shall be spaced at a minimum of 2.5 times the bolt diameter with minimum edge distance of 1.5 times the bolt diameter. Bolts shall meet the requirements of ADM J.3 Chair Rails Purlins&Wind Brace: Chair rails, purlins and wind brace shall conform with the below maximum span length. If the event contractor's specific site plan conflict with the below recommended length, the contractor shall utilize the more stringent dimensions and member sizes prior to ordering materials,fabrication and/or construction. Wind Speed=150 MPH 2 x 2 Chair Rail=4'-9" 2 x 2 Purlins=6'-6" 2 x 2 Wind Brace=4'-3" 2 x 3(0.125)Wind Brace=8'-0" 2 x 3 Chair Rail=6'-9" 2 x 3 Purlins=6'-9" 2 x 3 Wind Brace=6'-9" 2 x 4 Wind Brace=8'-0" Concrete: Conform to ACI 318,latest edition and ACI 301 Compressive Ultimate Strength(Minimum at 28 days)shall be 3000 psi Exposed chamfer edges shall be 3/4" Reinforcing Steel: Conform to ACI 318 and 315,Latest edition All reinforcement steel shall be ASTM A615 Grade 60. Smooth dowels&ties shall be ASTM A185 Welded Wire Fabric shall be ASTM A185 or A82(Flat sheet). Deformed bar anchors shall be ASTM A496,Grade 70 Cover: Footing 3" Washer: Washers shall be used under bolt heads and under nuts. Michael Thompson,P.E.#47509/CA#30930 4401 Vineland Road.,Suite A6,Orlando,FL 32811.(P)407-734-1470(F)407-734-1790 www.aluminumscreendesign.com ALUM ERluminurn & Cons.fruc'r.cn Engln6e,,Ipg Hole Alignment: Poor matching holes must be rejected. Contractor shall prevent holes from drifting and distort the-metal. Al!= chips '/J' and foreign matter between contacting surfaces shall be removed before assembly. Beams&Uprights: In the event of a conflict with the values in this table and the site specific plan,the contractor must utilize.the more - stringent dimensions and/or member sizes between the site specific plan and the below applicable span limitations prior to ordering materials,fabrication and/or construction. 150 MPH PRIMARY BEAMS&COLUMNS-SCREEN&PATIO ROOM ENCLOSURES ROOF PANELS Max Beam Span&Max Column Insulated Roof Beam-Size Spacing Column-Size Max Column-Height Pan Roof Span Span 2 X 3 6'-0" 2 X 3 7-0" 3" Spans 11'-5" 3" Spans 12'-9" 2 X 4 8'-0" 2 X 4 7'-0" 6" Spans 16'-11" 2 X 5 9'-6" 2 X 5 8'-0" Knee Bracing: Contractor shall provide knee bracing on 45 degree angle pursuant the attach detail sheet that specified size and length requirements. Knee bracing on upright above super gutter intersection shall be connected to upright no more than 6"above the super gutter.Knee brace size shall be a minimum of 2 x 2 for beam span of 15' max;2 x 3 for 30' max;2 x 4 for beam span greater than 30'. Purlin• Contractor is required to install purlins spaced to align with column spacing;however,spacing between purlins shall not exceed 7'-2". Intermediate/Header Beam: Contractor is required to install a minimum 2 x 7 intermediate header beam supported with 3 x 3 column spaced at 10 feet(max)when insulated roof span exceeds 15 feet. Patio Cover: Contractor is required to install insulated roof covering pursuant to the Florida product approval specification. Overhang shall be a maximum of P-0" along the side, T-0" along the front and 1/2" along the front interface between the super gutter and the attached pool cage knee riser wall.Maximum deflection shall be limited to L/80. i Edge Distance: Contractor is required to install uprights to provide a 2"minimum clearance from edge of slab and/or footer. Vinyl,tempered glass,and acrylic panels: Vinyl,tempered glass,and acrylic panels shall be removable.Removable panels shall be identified as removable by a decal. The identification decal shall essentially state "Removable panel SHALL be removed when wind speeds exceed 75 mph(34 m/s)."visible when the panel is installed. Michael Thompson,P.E.#47509/CA#30930 4401 Vineland Road.,Suite A6,Orlando,FL 32811.(P)407-734-1470(F)407-734-1790 www.aluminumscreendesign.com I `y s i o� In the event of a conflict in member sizes shown on the plans and the general notes,the contractor must utilize the more stringent memhor size requirements. Engineer:WWI thompoon,RE,475091CA30930 r�C I � Ira "9