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1865 LIVE OAK LN - REVISION 2/20/18 & 3/5/18 t CITY OF ATLANTIC BEACH Al OFFICE 800 Seminole Road COPY i Atlantic Beach,Florida 32233 .•,,i f 0/1 , REVISION REQUEST /CORRECTIONS TO PLAN REVIEW COMMENTS O Date f2-1(0 1 Revision to Issued Permit Corrections to Comments Permit iii_g5s417 .3-oo Project Address 6 g5 ()vat t( t n - &am*. (. -A"`vv, , f 132.2 33 ,,nn Contractor/Contact Name 69f t� 6 ti S / 1 n C . / 4 74/t' 1-cf)\'c 3 Phone "/ D fl-737- "5 2 Email --S-WS Pi 6 e??..4 Ct, S . P''t Description of Proposed Revision/Corrections: Permit Fee Du; ', 5-0,C V 0 IcJ 1 r k>t.,, Stir-ve,l i c 'key/ ,1z) .,t63 Fir 5(/..c et/`• ei&c u r t Additional Increase in Building Val $ ...--- Additional S.F. ----- v By signi i: :_ •w, I V V41vv �µ,S affirm the Revision is inclusive of the proposed changes. � (printed name) V 1'1 a1J O /C egnature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved X Denied Not Applicable to Department Revision/Plan Review Comments 6n44o(/ 4 pi - v p IL copy et 1Z7 1-ar- ent Review Required: Buildin nning & Zoning Revi ed By Tree Administrator Public Works FEB 2 0 2018 Public Utilities Z" 2 3 `C't g- Public Safety Date Fire Services f et 111111 :'.ai ,x.,L-e. +u✓.:-` R R..+ 'v.. w Aluminum & Conslruction Engineering Plan Types: [—Screen Room/Sun Room/Fill In i✓ POOL Screen/Cage (Non-Removable Screen—Designed to withstand actual Wind Speed) ECar Port REVISION CPatio Cover BP#QES/-/7- Ooo 3 OFFICE COPY Other: DATE 2 / 23 / of SIGNED `Reference: Standard 0 Non Standard n Revision n Commercial ❑ Project Address: 1865 Live Oak Lane City:Atlantic Beach FL 32233 Date: 12-21-17 Contractor Name: Hampton Exteriors/Ryan Hampton *Address:2504 Liberty Lane `City:Jacksonville FL ' Zip Code: 32250 *Phone/Fax: 904-955-9198 `Email: hamptonexteriorsllc@gmail.com *Choose One: MailE Pick Up E-File n Fed Ex*E No of Copies *(For FedEx option go to www.aluminumscreendesien.com and provide FedEx account #) * Payment: Check Credit Card*E *(For Credit Card option go to www.aluminumscreendesign.com to pay by credit card) Engineering prepared by: k AV f d +w^2 ,is k^ FEB 202018 Engineer: Michael Thompson, MSc, P.E.(P.E.#47509) 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:aluminumscreendesignia�yahoo.com Website: www.aluminumscreendesign.com CA#30930 1111 AcflLLNUUMSCRgulAS _ Aluminum E Construction Engineering I tpil * Ultimate Wind Speed (mph): 120 Exposed Category: C Risk Category: 1 Screen Room/Sun Room/Fill In: Insulated 7 Pan Roof Gutter Fascia Wall: Block Conventional r--- Uprights Uprights X Top Plate X Kick Plate Pool Screen/Cage : Dome Gable ✓ Mansard [^ Gutter 'l,✓ Fascia(✓] Wall: Block ' I Conventional (✓ Beams 2 X7 Uprights 2 X5 Purlin 2 X2 Kick Plate Car Port: Insulated ( Pan Gutter Fascia Wall: Block Conventional J Beams X Post X Patio Cover: Insulated Pan 1 Gutter Fascia Wall: Block Conventional n Beams X Post X Concrete: Existing New: 4"Slab Pier Ribbon Footer X Pavers 6" Thickened Edge 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 the plans and the general notes and design standard. Engineer: Michael Thompson, MSc, P.E. (PE#47509) 4401 Vineland Road Suite A6, Orlando, FL 32811 (CA#30930)-Ph 407-734-1470/Fax 407-734-1790 aEMS flALUMJNUMSCREEN DESIGN A uminum & Co^ iruction Enginee•ing 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(6th Edition) Aluminum Design Manual 2015 ASCE 7-16 Design Loads: Pursuant to FBC Chapters 16&20 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.alum i n umscreendesign.com , ■■ ALUttiINU SCREEN DESIGN ■A �A3uminum E Ccr:siructicn fnginet!ing Structural Aluminum: Ile(r.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 B18.6.4 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 ''A"tapcons a minimum embedment of 1 1/8"and 2 '/."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=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/." Reinforcinz 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 ■■ cnJ DALUMINUMSCREEN DESI ▪■ A um,num & Cor'ruction Fng,neen,g 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. 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 ''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 P 2 *Maximum *Maximum Roof Span Xe xa 12'-0" Beam Spacing Beam Spacing *Maximum Beam 2X5 14.-3" SIZE =6'-0" =6'-8" Spacing=7'-2" 2X6 16-0" 2 X 4 19'-0" 18'-0" 14'-3" 2 x 17'-9" 2 X 8 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" 2 X 9 39'-0" 37'-ll" 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 Gifts: 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. Edge 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 3 i . .. .. ,a _...—.-�-,.-. ..s_.,.��..—.sem--..--� —. � � ..,_. .__..-. _. -.-...._.._ _-.. rte. ..�. , VY ..s- C.4 y , _ _ l •1� I. 1 ' i c � . ..—...+-..+—. .mow--...--`----•.—.-"i «_ Cr*: i t F ° y..—. S. r� i _- ,.. t i . 11,.... ....„. .........1....."i } , .fir , {{ r . . , t 4 -. aA,y�r� - - ^ t s ,.. � w t` . .,.. I ivf -{ I 4's:/ ge 4' — ,41- -- -.--i-{ # 7' -- tvf le': — r e i tig A t _ d 'T Fo0T6R / 23:7. 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ALUMINUM SCREEN DESIGN SCREEN ROOM 4X4 POST IS ATTACHED TO SCREEN e _ ROOM W/2X3 ANGLE AND(4)#10 1" _ 6" PER SIDE TYP. 4X4 POST IS ATTACHED TO SCREEN ROOM W/2X3 ANGLE AND(4)#10 1" PER SIDE TYP. e ® — e _ ` STONE PORCH NEW 4X4 POST FEB 20 '018 JOB NEEDS(4)OF THESE SUPPORTS STONE PORCH EVENLY SPACED 1 ON EACH END AND 2 IN THE CENTER 4X4 POST IS ATTACHED TO 12"X 12" FOOTER W/2X2 ANGLE,(4)#10 1" INTO POST AND(4)2-1/4"X 1/4" 12"X 12"FOOTER TAPCONS PER SIDE TYP. e e .- - • ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON METAL IS.046 THICKNESS OR GREATER,ALLOY IS 6005-T5 4401 VINELAND ROAD ALUMINUMSCREENDESIGN 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) SUITE A6Q, FL 32811 PHONE: 407-734-1470 FLORIDA BUILDING CODE FOR OPEN AND SEMI-OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 120 MPHR!' ID' FAX: 407-734-1790 (FOR 3 SECOND GUSTS)NOMINAL SPEED 93.6 MPH UP TO A 15FT ROOF HEIGHT,FACTOR OF 1.0,AND EXPOSURE C,RISK CATEGORY 1. 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 • CA#30930 4- PURLINSATTACHED TO BEAM W/ ALUMINUM SCREEN DESIGN (3)#102"SMS,PLACE WASHER ` UNDER SCREW IN GUSSET CORNER 1"GUTTER STRAP IS ATTACHED 1/16"GI T.SSFT TO GUTTER WITH#10 1"&INTO FASCIA WITH#10 2"PER STRAP BEAM TO FASCIA 24"O.C.MAX 4"FROM EACH UPRIGHT i/ ` #10 SMS 1-1/40 C • II • SEE GENERAL NOTES • • • • &DESIGN STANDARD • • FOR ADDITIONAL • • • • • • • INFORMATION(TYP.) • • • • • • SMB Al"�� • • 0 Pa V Y �W NOTES • a 1.GUSSET DIMENSIONS ARE MINIMUM A 8"ON BOTH SIDE OF BEAM,MAY BE J INTERNAL OR EXTERNAL 2.AS BEAM SIZE CHANGES ADD OR M SUBTRACT TO MAINTAIN A 1-1/4"O.C. 0 polar SCREW SPACING 3.GUSSET LENGTH REMAINS CONSTANT, WIDTHS CHANGE TO MATCH BEAM SIZE 0 Moir /16"GUSSET #10 SMS 1-1/4 O.C. BEAM IS ATTACHED TO GUTTER W/ • • • • 2X2X1/8"ANGLE&(4)#10 1"PER SIDE • • • • BEAM TO WALL • • • • • 2X2 IS ATTACHED TO STRUCTURE W/ • • • • • • Jr 4"X 1/4"TAPCONS(#10 4"IF TO WOOD Sonnor IMMO STRUCTURE)6"FROM ENDS 24"O.C. • • • • • • • • 2X2 ANGLE IS ATTACHED TO BEAM • • WITH(2)#10 1"&INTO BLOCK WITH 2-1/4"X 1/4"TAPCON ALUMINUM SCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON METIS 6005-T5 ALUMINMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OFHICKNESS ORR 1'1 8 EMBEDMENT DEPTH 4401 VINELAND ROAD U @YAHOO.COM STRUCTUREIS SUITE A6 OF THE FLORID BUILDING CODE OR OP OHAS BEEN DESIGNED IN PEN SEMI-O EN STRUCTURES ANDANCE TO MEET THE SHALALLTWITH S OF THE ULTIMATE WIND O NDO, FL 32811 PHONE: 407-734-1470 SPEEDS OF 120 MPH(FOR 3 SECOND GUSTS)NOMINAL SPEED 93.6 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. # 47509 CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS —� CA#30939, • �-- _____ --., ALUM IN U M SCREEN DESIGN SIDE WALL CONNECTION DETAILS WHEN SIDE WALL CONNECTION DETAILS WHEN PURLIN DOESNT HIT POST PURLIN DOESNT HIT POST 2X2 ROOF PURLIN 2X2 EDGE BEAM 2-1/8"X 1-1/2"C-CHANNEL 2X2 TOP PLATE IS ATTACHED TO C-CHANNEL ATTACHES UPRIGHT TO BEAM INTO PURLIN 2X2 PURLIN WITH EMBOSS U TOP PLATES WITH(4)#10 1"INTO \—; UPRIGHT&(3)#10 1"INTO TOP PLATES -•o DOOR FULL Z OR =.o STANDARDAM 1X2 FASTENED TO 2X2 W/#10 2" ' UPRIGHT ATTACHES TO PURLIN W/ u 2X3 POST OR DOORJAMB 6"FROM UPRIGHTS 24"O.C. : 1X2 ANGLE&(4)#10 1"PER SIDE _ -Z.\\., 1- x 2 ri.i 02 HINGE DOOR FRONT WALL TO BEAM SLOPED PURLIN CONNECTION DETAIL y SMB BEAM IS NOTCHED —30"TO 36'=- z PURLIN OVER UPRIGHT z 2X2 INTERNALLY SCREWED (- 2X2 TOP PLATE IS ATTACHED TO THRU BEAM W/(3)#10 2" 2X2 PURLIN WITH(2)#10 4"THRU BEAM INTO PURLIN EMBOSS 1X2 FASTENED TO 2X2 W/#10 2" EACH DOOR IS SCREWED INTO UPRIGHTS • 6"FROM UPRIGHTS24"O.C. ° WITH#101"SCREWES 24"O.C. • ` b o 1X2 FASTENED TO 2X2 W/#10 2" • (6)#10 1"INTO GUSSET is o 6"FROM UPRIGHTS 24"O.C. I 1-1/2"X 2"X 1-1/2"X 0.062"_s\thrr PLATE PER SIDE TYP. RECEIVER CHANNEL REMOVE BACK TO FIT OVER PURLIN PROVIDE(4)#10 X 3/4" 0 PURLIN&UPRIGHT ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON ALUMINUMSCREENDESIGN ALL TA PONS SHALL PROVIDE MINIM6 THICKNESS OR UM OF 1 1 8 ETER, OY IS 6005-T5 MBEDMENT DEPTH 4401 VINELAND ROAD @YAHOO•COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014(5TH EDITION) SUITE A6 PHONE: 407-734-1470 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI-OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND ORLANDO, FL 32811 SPEEDS OF 120 MPH(FOR 3 SECOND GUSTS)NOMINAL SPEED 93.6 MPH UP TO A 15FT ROOF HEIGHT,FACTOR OF 1.0,AND EXPOSURE C,RISK CATEGORY P.E. # 47509 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 CA#30930 1. ALUMINUM SCREEN DESIGN CABLE DETAIL K BRACING DETAIL SEE GENERAL NOTES 4i &DESIGN STANDARD FOR ADDITIONAL INFORMATION(TYP.) 2X2 K BRACE IS ATTACHED TO ALUMINUM STRUCTURE WITH • 2X2"C CHANNEL&(6)#10 1" O O O OR BLIND SCREWED WITH O ,i O GIRL (3)#10 2"PER END 0 . 00 0 0 I O 0 COMPRESSION 0 0 �c 1/8"THICK ANGLE BRACKET SLEEVE 0 0 l• ATTACHED TO UPRITE AND G44 GIRT WITH(6)#10 1" F OR 5/16"EYE BOLT WELDED CLOSED WITH DOUBLE NUTS uj COMPRESSION SLEEVE "' a"X8"X1/8"PLA D I EACH CABLE WILL 1/8"STAINLESS MEMBER AS INTO SUPPORT 227.5 SQUARI STEEL CABLE FEET OF WALL AREA 12'TO 14' I ° 1- ' i SIDE VIEW COMPRESSION SLEEVE 3"A.S.T.M.A-36 STEEL CLIP 45 DEGREE MIMIMUM WITH 2 2 1/4"X1/4 TAPCONSNSI 4 ANCHORED INTO CONCRETE 3/4"FROM TOP AND BOTTOM CONCRETE 3"A.S.T.M.A-36 STEEL CLIP WITH 2 1-1/2"X1/4"TAPCONS ((2)#10 2"IF TO WOOD DECK) 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 STABILITY ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON METAL IS.046 THICKNESS OR GREATER, IS 6005-T5 ALUMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 11 1/8"EOMBEDMENT DEPTH Y 4401 VINELAND ROAD @YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014(5TH EDITION) SUITE A6 PHONE: 407-734-1470 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI-OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND ORLANDO, FL 32811 SPEEDS OF 120 MPH(FOR 3 SECOND GUSTS)NOMINAL SPEED 93.6 MPH UP TO A 15FT ROOF HEIGHT,FACTOR OF 1.0,AND EXPOSURE C,RISK CATEGORY 1. .E. # 47509 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 CA#30930/ .. -, ,ALUMINUM SCREEN DESIGN CHAIR RAIL&KICK PLATE DETAIL BLIND CLIP&CAPRI CLIP DETAILS SIDE WALL DETAIL 2X2 CHAIR RAILS&GIRTS ARE ATTACHED W/INTERNAL CLIPS W/(4)#10 1",CAPRI CLIPPED, 1X2 W/RECIEVING CHANNEL&(6)#10 1" , W/(8)#10 1",OR BLIND 1X2 TOP PLATE IS ATTACHED TO 2X2 SCREWED W/ 3 #102" WALL BEAM WITH#I0 2"6"FROM MIMI WALL 24"O.C. KICK PLATE IS ATTACHED TO STRUCTURE WITH#10 1"6" FROM ENDS 18"O.C. P Li (OPTIONAL) a'v x - lir SELF MATING UPRIGHT DETAILS w op N O A N UPRIGHT SHALL BE STITCHED OF Z SIDE WALL UPRIGHT 171 k a W/#10 X 1"SELF TAPPING A " ?Y SCREWS 12"O.C.TYP. UON� ¢w •A� a� oor7 .-.1O x RECIEVING CHANNEL CLIP DETAILS 1X2 INTERNALLY SCREWED 4r 70C 3 THRU 2X2X1/8"ANGLE TO o to UPRIGHT W/(2)#10 X w SEE GENERAL NOTES a O 2 a &DESIGN STANDARD -•g 1-1N' FASTEN 1X2 1/ FOR ADDITIONAL � CONCRETE W/3"X 1/4" w 3 INFORMATION(TYP.) (5"X 1/4"TAPCONS IF THRU PAVERS) (#10 2"IF TO WOOD DECK) SCREW CONCRETE ANCHOR 6"FROM UPRIGHT 24"O.C. (2)#10 1"PER SIDE 1X2 BOTTOM PLATE IS ATTACHED 1X2 BOTTOM PLATE IS ATTACHED TO TO CONCRETE WITH 2-1/4"X 1/4"TAPCONS (5"X 1/4"W THRU PAVERS TO FOOTER) UPRIGHTS WITH CAPRI CLIP WITH(4) (#10 2"IF TO WOOD DECK) #10 1"OR BLIND SCREWED WITH(2) V 11 6"FROM ENDS 24"O.C. #10 2"PER SIDE r--1 j I j �/ OI NCREW4"SLAB?FIB500 ERMESH I VD ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON ALUMINUMSCREENDESIGND METAL IS.046 THICKNESS OR GREATER,ALLOY IS 6005-T5 4401 VINELAND ROA ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8"EMBEDMENT DEPTH SUITE D @YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014(5TH EDITION) 6 PHONE: 407-734-1470 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI-OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND NDO, FL 32811 SPEEDS OF 120 MPH(FOR 3 SECOND GUSTS)NOMINAL SPEED 93.6 MPH UP TO A 15FT ROOF HEIGHT,FACTOR OF 1.0,AND EXPOSURE C,RISK CATEGORY 1. P.E. # 47509 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 _- CA#3 093 0 JsCITY OF ATLANTIC BEACH 800 Seminole Road s? Atlantic Beach, Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date Revision to Issued Permit Corrections to Comments Permit# EISA f-Ooo3 14 Project Address 13 L S bye, 0-g› L.n Contractor/Contact Name )(b,. G vv,S , C Phone 9 -131 ‘S2 Email -v S Description of Proposed Revision /Corrections: Permit Fee Due $ �O Pe 0A, Additional Increase in Building Value� $ � Additional S.F. By sign'ng below, I " h �ed:CA" c affirm the Revision is inclusive of the proposed changes. (printed name) ,/,b'Okk 3 / 5 / q012 ign ure of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied )(- Not Applicable to Department Revision/Plan Review Comments vi. i, AL- eve", ) rh7 en'`c.1 e-evej., Co-yr.m-42 44-. De ent Review Required: uildin ) //Yr anning & Zoning Reviewed By Tree Administrator Public Works Public Utilities s//2. 0, f fit� Public Safety Date Fire Services ii r.j .\,, 1r, _ , " f; • % CITY OF ATLANTIC BEACH 1:4,ii;• .....„ —. ..C.,? N., 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 (904) 247-5800 r� '�J1319`" BUILDING REVIEW COMMENTS Date: 3/12/2018 Permit#: RESA17-0003 Site Address: 1865 LIVE OAK LN Review Status: RE#: 172020 1410 Applicant: Pratt Guys, Inc. Property Owner:VARKONDA KERRY G Email: Email: Phone: 9042488791 Phone: THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: REVISION DATED 3.5.2018 1. This review comment is to bring to your attention that after visiting the job site and reviewing Paul Thomas's letter,the designed device to replace the alternative 5/8 inch threaded rod used to hold down screen structure to footer, needs to be installed at every location that the 5/8 inch rod was to be installed originally.This will need to be done before a Building Final can be approved. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5 844 Email:mjones@coab.us Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending,all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted. ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. RUNAS� ALUMINUM SCREEN DESIGN Aluminum & Construction Engineering March 05th, 2018 Attention: Building Official Job address: 1865 Live Oak Lane Atlantic Beach, FL 32233 Contractor Name: Hampton Exteriors/Pratt Guys Inc. Dear Building Official, This letter is to inform you that I, Michael Thompson of Aluminum Screen Design (PE47509) approve the attached detail in lieu to the alternative of 5/8" treaded rod extending and epoxy into the existing footer for the pool screen enclosure at the above reference project address. Should you have any questions, please feel free to contact Paul Thomas or myself. 'I� 1 Y .:', Thank you, 'i a: .. ''t I,- it oijkie 4 Michael Thompson, MS, PE i 1 • Structural Engineer ' SCA 3,v ROM :. . 4SA3,0S1 IS XITAC033)T)SCAM --r— -- x (OOi R'.Mt d\CZI:.L111 M).4o 4- t• d' 3931 ill-7")P .____,� 1 l — • i {{ - I 6 -r41 v`osi 15 Arm D l)SCRIM ! J ROOY1It' 'XI AVM 3'..,1.X1)(4)'10 I' P1100331 7]1` t y SUM']KTKG.1' " ]4& Nam 11,)5]' t 1031,43]16(4)CIF 1104 6 . ....................................._ s1CP.534(&( M -4,'-','.. 111411t ....] S Asa,:LsY.EB:CT\*)37i .'3. 1 r' 44430S115.11TdC3Q])]'01,4 It 1.^" l - 3 U013.3t R•T`.ANG3:WolU:l` j •.„J N'0 POS3A)4)']4'$34' - a.\Y0f7S3371t 51)31.171 s'A— L'"R:3:,3 001131 - -(.•. 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P)407-734-1470 (F)407-734-1790 www.aluminumscreendesign.com