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HomeMy WebLinkAboutStandard Pool Screen PlanFmA��DA(urninurn �SCREEN & Construction. Engin.eeri;n.o *Plan Types: - ItIo Screen Room ❑Sun Room ❑Fill In Pool Screen/Cage (Non -Removable Screen — Designed to withstand actual Wind Speed) ❑Car Port ❑ Patio Cover ❑Other: *Contractor Name: Coastal Aluminum Construction, Inc. *Address: 496 S Market Avenue *City: Fort Pierce RECEIVED *Zip Code: 34982 JAN 21 1011 Permitting Department *Phone/Fax: (772)468-0288 St. Lucie County *Email: tinman2287@att.net *Choose One.; ❑✓ Mail ❑Pick U ❑E-File ❑Fed Ex/UPS* 3 # of Copies ❑Single PDF ❑ Each Page Separate *(For FedEx option go to www.aluminumscreendesign.com and provide FedEx/UPS account #) F EICheck--=R- =Cre-dit=Card*- - *(For Credit Card option go to www.aluniinumscreendesign.com to pay by credit card) Engineering prepared by: a Z Io I - ©ca6C>-1 REVIEWED FOR Engineer: Michael Thompson, MSc, P.E. (P.E. # 47509) 4401 Vineland Road- Suite A6 Orlando, FL 32811 Offce:888-607-0747 or 407-734-1470 Cell: 407-721-2292 Project Manager Paul Thomas 386-479-9504 Fax: 888-923-8181� � LE Email. aluminumscreendesign(a)yahoo.com Website: www.alumin umSCreendeSi_ nCj com CA#30930 I I25/7-a NOA.LU*&---r1dHUM, SCREEM DESi WINASD-AlurnAnum & G.o.nstructian Engineering LAI� Side Wall: Uprights X Top Plate X Bottom Plate X Chair Rail —X — Kick Plate Pool Screeln/Cage : - Roof Type: []Dome ❑ Gable P Mansard/Hip ❑ Shed/Slope Roof Connecting to: OGutter QFascia ❑Block Wall ❑Conventional Wall [:]Riser Roof Beam: Beams 2 X 4 Uprights 2 X 4 Purlin 2 X 2 Chair Rail 2 X 2 Front Wall: Beams X Uprights 2 X 4 Purlin X Chair Rail 2 X 2 Side Wall: Beams X Uprights 2 X 4 Purlin X Chair Rail 2 X 2 Kick Plate Car Port/Per: ❑ Roof Type: ❑ Insulated ❑ Pan Roof Connecting to: ❑Gutter ❑ Fascia Beams X Post X Roof ❑ Block Wall ❑Conventional Wall ❑ 4t' Wall Concrete: ❑_Exising4 .kenedEdge—❑Pier— XX-Zw6 ❑ Ribbon -Footer X With # Rebar ❑ Pavers with Footer X With # Rebar Other: Please include Special Connection K Bracing 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 the plans and the general notes and design standard. Engineer: Michael Thompson, MSc, P.E. (PE#47609) 4401 Vineland Road Suite A6, Orlando, FL 32811 (CA#30930)-Ph 407-734-1470/Fax 407-734-1790 no ALWAINUM SCPMEWDESIGN � A§€;min�sm & Co'rs§rues3.crt £r�:gnee;iri� General Notes & Design Standards (Non -Removable Pool Screen) The following are general design standards. More stringent design standards may be noted on the plans. In the event 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 2017 (611 Edition) Aluminum Design Manual 2015 ASCE 7-10 Design Loads: Pursuant to FBC Chapters 16 & 20 Ultimate Wind: -150 MPH (FBC Table 2002.4) 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 Big AIUMINIUM SCREENDESIGN ENASDAIumtnurn & Gcnxtruccti.cn Emg:ne ;i,r'g 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 roofing 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''/<" tapcons a minimum embedment of 1 1/8" and 2'/4" respectively into concrete footer. Bolts: Boltsandother 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" Reinforcine 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 U NUN't SCREEN DESIGN ral"WAS D.A,,uminum Cer.s.iruetlan E:nQtneeti.c0 Hole Alienment: Poor matching holes must be rejected. Contractor shall prevent holes from drifting and distort the metal.,All chips and foreign matter between contacting surfaces shall be removed before assembly. Cables: Contractor shall provide a minimum 1/8" diameter stainless steel cable tie down at side and rear walls of pool screen enclosure. Contractor shall secure cable to top of column located at each corner and where there is a difference in column height locations. In addition, cables shall be spaced to provide wall support not exceeding 227.5 ft2 with bottom each end of cables secure to concrete slab with a minimum 3"ASTM A-36 steel clip with 2-1 '/2" x 1/4" tapcons or equal. 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 *^ ^PA. Ah mntPr;nlc f khriratinn and/or construction. 150 MPH PRIMARY ROOF MEMBERS -POOL CAGE ENCLOSURES SIZE Roof Span *Maximum Beam Spacing = 6'-0" Roof Span *Maximum Beam Spacing = 6'-8" Roof Span *Maximum Beam Spacing = 7'-2" 2 X 4 1 14'-3" 13'-3" 10'-6" 2 X 5 19'-0" 18'-0" 15'-6" 2 X 6 22'-3" 20'-0" 18'-9" 2 X 7 24'-0" 21'-8" 21'-6" 2 X 8 28'-0" 26'-9" 26'-6" 2 X 9 30'-0" 28'-5" 28'-0" 2 X 10 33'-6" 31'-11" 31'-6" Upright -Pool Cage Enclosures Upright 150 MPH SIZE Height 2 X 4 10'-3" 2 X 5 12'-3" 2 X 6 13'-3" 2 X 7 14'-6" 2 X 8 15'-6" 2 X 9 16'-6" Knee Bracine: 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 x4 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'. Header Beam: Contractor is required to install a minimum 2 x 7 header beam supported with 3 x 3 column space at 10 feet (max) with a 2' x 2' x 1'-6" concrete footer with 345 each way when screen enclosed is required to be attached super gutter at the interface of the insulated roof panel. Contractor is required to install insulated roof covering pursuant to the Florida product approval specification (45 psf). Intermediate Girts: Contractor is required to install intermediate chair rails/girts spaced at mid -span between the chair rails and top rail or 6'-0" max on center when column height exceeds 11 feet. Contractor is also required to install one additional intermediate chair rail/girt to be located 3 feet below the top rail when column height exceeds 14 feet. Edee Distance: Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or footer. 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 ALUMINUM SCREEN DESIGN SIDE WALL CONNECTION DETALLS WHEN PURLIN DOESNT HIT POST Ud/A-2 FRONT WALLTO BEAM SMB BFAMLSNOTCHED SIDE WALL CONNECTION DETAILS WHEN PURLRI DOESHT HIT POST U3/A-2 UPRIGHT TO BEAM SMB BEAM ISNOTCHED E/A-2 TYPICAL INTERNAL OR EXTERNAL PURLINS ATTACHED TO BEAM W/ GUSSET DETAIL 4 #10 1-1/2 SMS, PLACE WASHER 2X3 WIND BRACE IS TOE NAILED TO ALUMINUM STRUCTURE WITH tj (D 36" MAX RISE - NOTES GUSSET DENSIONS ARE MINIMUM 1. GUDIMENSIONS 16" ON BOTH SIDE OF BEAM, MAY BE INTERNAL OR EXTERNAL 2. AS BEAM SIZE CHANGES ADD OR SUBTRACT TO MAINTAIN A 1-1/4" O.C. SCREW SPACING 3. GUSSET LENGTH REMAINS CONSTANT, WIDTHS CHANGE TO MATCH BEAM SIZE PURLINS ATTACHED TO BEAM W/ 4 #12 1-1/2 SMS, PLACE WASHER e 0 • NO ES • 1. GUSSET DB.gNSIONS ARE hBNANM 6. ON BOTH SIDE OF BEAM, MAY BE INTERNAL OR EXTERNAL 2. AS BEAM SIZE CHANGES ADD OR SUBTRACT TO MAINTAIN A 1-1/4' O.C. SCREW SPACING 3. GUSSET LENGTH REMAINS CONSTANT, WIDTHS CHANGE TO MATCH BEAM SIZE ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON METAL IS .046 THICKNESS OR GREATER ALLOY IS 6005-T5 4401 VINELAND ROAD ALUMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINDAUM OF 1 1/8" EMBEDMENT DEPTH @Q YAHOO,COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) SUITE A6 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND ORLANDO 32811 PHONE: 407-73 4-1470 SPEEDS OF 150 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION P.E. # 475 09 CONTRACTOR SHALL NOTIFY THE ENGINEER M VIEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS S' CA#3 093 0 ALUMINUM SCREEN DESIGN U-4/A-2 SLOPED PURLIN CONNECTION DETAIL 2X2 TOP PLATE IS ATTACHED TO 2X2 PURLIN WITH 2 910 4" THRU -IX2 FASTENED TO 2X2 W/-912 1-1/2" 6" FROM ITPRT(:ATS 24" 0 C U-3/A-2 UPRIGHT TO BEAM SMB BEAM IS NOTCHED ALUNIINUMSCREENDESIGN.COM ALUNIINUMSCREENDESIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 1X2 ANGLE ON EACH SIDE OF BEAM _&.ATTACHED WITH 4 412 I"PER SIDE ROOF BEAM U-1/A-2 SELF MATING UPRIGHT DETAILS SIDE WALL CONNECTION DETAILS WHEN PURLIN DOESNT HIT POST C CHANNEL ATTACHES UPRIGHT TO TOP PLATES WITH 4 912 3/4" INTO 1X2 INTERNALLY SCREWED THRU UPRIGHT W/ 2 # 10 X 1-1/2" FASTEN 1X2 TO CONCRETE W/ 3" X 1/4" SCREW CONCRETE ANCHOR 6" FROM UPRIGHT 24" O.C. 2X2 IS ATTACHED TO BLOCK STRUCTURE WITH 4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. 2X2 ANGLE IS ATTACHED TO BEAM WITH (2) #12 1" & INTO BLOCK WITH 2-1/4" X 1/4" TAPCON MIN 4" SLAB 2500 PSI DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-175 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH C UPRIGHT SHALL BE STITCHED W/ # 12 X 5/8" 6" FROM ENDS 24" MICHAEL THOMPSON 4401 VINELAND'ROAD SITE A6 THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) O, FL 32811 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 150 MPH 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. (FOR P.E. # 47509 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS �" CA93 093 0 ALUMINUM SCREEN DESIGN CABLE DETAIL 000 0 0 0 O 1/8" THICK ANGLE BRACKET CUT FROM 1" X 5" ANGLE ATTACHED TO UPRITE AND GIRT WITH 6 #121" 5116" EYE BOLT WELDED CLOSED WITH DOUBLE NUTS COMPRESSION SLEEVE SIDE VIEW COMPRESSION SLEEVE 3"A.S.T.M. A-36 STEEL CLIP WITH 2 2 1/4"XIA TAPCONS\� lnv-� ANCHORED INTO CONCRETE 3/4" FROM TOP AND BOTTOM CONCRETE 3'A.S.T.M. A-36 STEEL CLIP WITH 2 2 1/4"XI/4 TAPCONS U-5/A-3 GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL ZX2 IS ATTACHED TO ROOF BEAM WITH 2 # 10 2" PER SIDE SMB m 0 2X2 ANGLE IS ATTACHED TO GUTTER & ROOF BEAM WITH 3 #12 1" PER SIDE OF BEAM 2X2 POST .046 OR GREATER 2 HINGE TO 1" GUTTER STRAP IS ATTACHED TO GUTTER WITH #10 1" &INTO FASCIA WITH 910 2" PER STRAP HINGE LOCATIONS DOOR FULL Z OR DOOR JAM STANDARD IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE HOMEOWNER THAT THE CABLES AND CABLE ATTACHMENT MUST BE INSPECTED BY THE HOMEOWNER AT LEAST TWICE A YEAR TO ELIMINATE ANY DEFICIENCIES ASSOCIATED EACH DOOR IS SCREWED INTO UPRIGHTS WITH # 10 1" SCREWES 24" O.C. WITH TENSION SLACK AND/OR CORROSION AND IF NECESSARY TO MAKE CORRECTIVE REPAIRS TO MAINTAIN THE CABLE FULL TENSION (NO SLACK) DESIGNED FOR STRUCTURAL LATERAL STABILITY ALUMMUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON ALLIIvIINUMSCREENDESIGN METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELANI) ROAD ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH SUITE A6 @YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TI1 EDITION) PHONE: 407-734-1470 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND kSZO; FL 32811 SPEEDS OF 150 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY I. —lb P.E. # 47509 FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION S CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS S' CA#3 093 0 ALUMINUM SCREEN DESIGN SEE GENERAL NOTES & DESIGN STANDARD FOR ADDITIONAL 000 0 .� 0 000 �i� COMPRESSION 1/8"-THICK=ANGLE-BRACKET _ -SLEEVE - ATTACHED TO UPRTTE AND GIRT WITH (6) #10 1" 5/16" EYE BOLT WELDED CLOSED WITH DOUBLE NUTS COMPRESSION SLEEVE EACH CABLE WILL SUPPORT 227.5 SQUARE FEET OF WALL AREA SIDE VIEW -Z COMPRESSION SLEEVE 45 DEGREE 3"A.S.T.M. A-36 STEEL CLIP WITH 2 2 1/4"Xl/4 TAPCONS CABLE DETAIL I K BRACING DETAIL 1/8" STAINLESS STEEL CABLE IT TO 14' Elm 3"A.S.T.M. A-36 STEEL CLIP WITH 2 1-1/2"Xl/4" TAPCONS ((2) #10 2" IF TO WOOD DECK) O IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE HOMEOWNER THAT THE CABLES AND CABLE ATTACHMENT MUST BE INSPECTED BY THE HOMEOWNER AT LEAST TWICE A YEAR TO ELIMINATE ANY DEFICIENCIES ASSOCIATED WITH TENSION SLACK AND/OR CORROSION AND IF NECESSARY TO MAKE CORRECTIVE REPAIRS TO MAINTAIN THE CABLE FULL TENSION (NO SLACK) DESIGNED FOR STRUCTURAL LATERAL STABII.ITY ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALLIMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH @YAHOO•COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 (6TH EDITION) PHONE: 407-734-1470 FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 150 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS 4" X 4" X 1/8" PLATE WITH #14 X I" INTO MEMBER AS INDICATED 4" X 4" X 1/8" PLATE WITH 914 X 1" INTO MEMBER AS INDICATED MICHAEL THOMPSON 4401 VINELAND ROAD SUITE A6 32811 P.E. # 47509 CA#30930,