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381 SEMINOLE RD - REVISION 7/28/17 rVl r • CITY OF ATLANTIC BEACH \J� ; S 800 Seminole Road Atlantic Beach, Florida 32233 Telephone(904)247-5800 FAX(904)247-5845 rvJJi�,� REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: '1 p' %)1 Received by: Resubmitted: Permit Ndmber: S U 1 �E 7 -O o Z Co Original Plans Examiner: Project Name: Project Address: • 5'm• A Contractor: Contact :me: - : - 'ho - • • b U ,- ntact a-mail -3• • C • Revisio I Plan Che Permit Fee (s) Due: $ 50; (-9(' Description of Proposed Revision to Existing Permit: )t Pte` I � ,m .� � 6 e Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below. I (print name) affirm that the above revision is inclusive of the proposed changes. Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date Office Use Only Date: 7/ �/�V/ 7 Approved: / / ` Rejected: N/A to Dept: Plan Review Comments: rov k-t1- Sed • 6,11 CO Itri; C/cJY - b ps �a y e-- ent review required Yes o ,�y� Building / <- Planning &Zoning Tree Administrator Plat Examiner Public Works Public Utilities 7 ( f Public Safety Date Created 5/13/17 Rev.4 Fire Services As ALUMINUM SCREEN DESIGN ■ Aluminum & Construction Engineering 1\61 `Plan Types: Screen Room Pool Screen/Cage (Removable Screen - Remove screen when wind speed exceeds 75 MPK) Pool Screen/Cage (Non-Removable Screen — Designed to withstand actual Wind Speed) Car Port Patio Cover Other: *Reference: Burgos, Dan & Gail New Revisions Date: 7/21/17 *Project Address: 381 Seminole Rd *City: Atlantic Beach, FL 32233 *Contractor Name: Call The Screen Guys *Address: 41 W. 6th Street *City: Atlantic Beach, FL *Zip Code:32233 *Phone/Fax:904-746-3445 *Email: cmfcalum@gmail.com *Choose One: Mail Pick Up Fed Ex* ✓ 3 No of Copies *For FedEx option got to www.aluminumscreendesign.com and provide FedEx account#) *Payment: Check Credit Card * *(For Credit Card option go to www.aluminumscreendesign.com to pay by credit card) Engineering prepared by: ■ Engineer:Michael Thompson, MSc, P.E.(P.E.#47509) OFFICE COPY 4401 Vineland Road—Suite A6,Orlando, FL 32811 Office:407-734-1470 Cell:407-721-2292 Project Manager: Paul Thomas 386-479-9504 Fax: 888-923-8181 Email: aluminumscreendesign@yahoo.com REVISION Website:www.aluminumscreendesign.com CA#3 �I BP# iQes0/ 7' O2 DATE 7 / 3 _,/2-2— SIGNED !7SIGNED t ■■ASDALUMINUM SCREEN DESIGN ■ Aluminum & Construction Engineering 11(14.44f) *Ultimate Wind Speed (mph): 120 Exposed Category: C Risk Category: 1 Screen Room: Insulated Pan Roof Fascia Wall: Block Conventional Uprights x Top Plate _ x Kick Plate Pool Screen/Cage: Dome Gable Mansard ✓ Gutter Wall: Block Conventional Beams 2x8 x 2x5 Uprights 2 x4 Purlin 2 x2 Car Port: Insulated Pan Fascia Wall: Block Conventional Beams x Post x Patio Cover: Insulated ✓ Pan Fascia ✓ Wall: Block Conventional Beams 2 x 4 Post 2 x4 Concrete: Existing New: 4" Slab Pier Ribbon Footer x Pavers Other: New 12 " x 12 " Footer W/ 1 #5 Rebar or 2 #3 Rebar or 3 # 3 Rebar 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. OFFICE COPY ■• ■■A DALUEV1tNUM SCREEN DESIGN Aiurninurn & Consiruction Engineering General Notes & Design Standards lrAn (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 2014(5`h Edition) Aluminum Design Manual 2010 ASCE 7-10 Design Loads: Pursuant to FBC Chapters 16&20 OFFICE COPY Ultimate Wind:-120 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 ■■ENAS D ALUMINUM SCREEN DESIGN Aluminum & Cor`siruction Engineering Structural Aluminum: Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum "1 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. OFFICE COPY 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. 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=120 MPH 2 x 2 Chair Rail=6'-0" 2 x 2 Purlins=6'-6" 2 x 2 Wind Brace=4'-3" 2 x 3(0.125)Wind Brace=9'-0" 2 x 3 Chair Rail=8'-6" 2 x 3 Purlins=8'-6" 2 x 3 Wind Brace=6'-9" 2 x 4 Wind Brace=9'-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. Hole Alignment: 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. 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 ■U SD Aluminum 3 Construction F.ngir+eering Cables: 1 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 ''A" 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 prior to ordering materials,fabrication and/or construction. 120 MPH Upright-Pool Cage Enclosures PRIMARY ROOF MEMBERS-POOL CAGE ENCLOSURES 120 Roof Span Roof Span Upright MPH SIZE Height *Maximum *Maximum Roof Span 2X4 12'-0" Beam Spacing Beam Spacing *Maximum Beam 2x5 14.-3" SIZE =6'-0" =6'-8" Spacing=7'-2" 2 X 6 16'-O" 2 X 4 19'-0" 18'-0" 14'-3" 2 x 7 17-9" 2X8 18'-9" 2 X 5 24'-6" 23'-3" 20'-3" 2 X 9 19'-9" 2 X 6 28'-6" 27'-1" 24'-3" 2 X 7 30'-3" 29'-3" 28'-0" 2 X 8 36'-9" 35'-9" 35'-6" OFFICE COPY 2 X 9 39'-0" 37'-11" 37'-6" 2 X 10 43'-6" 42'-2" 42'-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 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 3#5 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(30 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. 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