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HomeMy WebLinkAboutSUBMITTED PAPERSAli APPLICABLE INFO MUST BE COh r:TED FOR APPLICATION TO BE ACCEPTEI Date: I � SCANNED Permit Number: `�� �0�-� l� BY St. Lucie County r w► w Building Permit. Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 / Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential PERMIT t APPLICATION FOR: �um Legal Description: r-- .- (� I� rbor A Property Tax ID #: 93 Q I-weg-000 -(v Lot No. Site Plan Name: Gwiy- Lords �Y Block No. Project Name: m-w-r (}*4w -�- (-ow Setbacks Fro t - Back: JS Right Side: Left Side: ADD CW7b &-Y) 511--/A16 POO t (7JGWSLkr .—:,5 CVL1C-ZW IK itiona wor to a pe orme un er trus permit - cneCK all tat apply: _Mechanical _ Gas Tank _ Gas Piping —Shutters _ Windows/Doors _ Electric _ Plumbing _ Sprinklers; _ Generator _ Roof Total Sq. Ft of Construction:Sq. Ft. of First Floor: Cost of Construction: $ 27 35V� PV- Utilities: _ Sewer _Septic Building Height: %F Name %ZO�GIZj 1�' f /6ly (yQl1,�'f Name: Address: CAvt4- ✓WAO Company: 049-4t JVJ%' 1A)VII C'OAMAX771-V .D✓C City: Pe" 3W 70 State: Address: VVS- M-261Xy4-610 .Zip Code: 3YI90Fax: City:. F-r l'/Lr State:�-� � /l y � �J�i� 8©J7 Phone No. Zip Code: 3 M7 Fax: 77.)-- Y0 — 047 E-Mail: Phone No. -?7d-- WE 00Y Fill in fee simple Title Holder on next page ( if different E-Mail': kkI-4A) 7 Q A77- , /VC'7 from the Owner listed above) State or County License: If value of construction is 2500 or more, a RECORDED Notice of Commencement is required. DESIGNER/ENGINEER: _ Not Applicable Name: 1V;p� .c2 oSod �lSei Address: ilN�jd} 11040 C% City: o/LC4rJ0 0 State: Zip: 34/1 Phone: yb7 — —19300 FEE SIMPLE TITLE HOLDER: — Not Applicable Name: Address: City: Zip: Phontn MORTGAGE COMPANY: _ Not Applicable Name: Address: City: State: Zip: F�h&e: BONDING COMPANY: Not Applicable Name: Address: City: Zip: Phone - OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installatiorTas 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 is in conflict with any applicable Home Owners Association rules,.bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners 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 in 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 your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If yo.0 intend to obtain financing, consult v�ith lender or an attorney before commencing work or recoryngyour Notiyeaf Commencement. / JI Signature of Owner/ Agent/ Lessee STATE OF FLORIDA - COUNTY OF LLCM The forgoing ins ment was acknowledged b form ?na - this day of 20 % r II! Gv� Qomk � (Name of person acknowledging) (&�-, �dno (Signature of Notary�Publ/ic- State of Florida ) Personally Known OR Produced Identification Type of Identification Produced p� OOVL uel� RO �� �� a 'MMlSSION # EE 101684 A. AUPMO Commission No. V,GQIRES:June9,2015 Bonded Ttw Budget Notary Services Sig'Kature of Contractor/License Holder STATE OF FLORIDA COUNTY OF CfGI:� The for oing ins ment was a knowledge before me this day of 20/% by (Name of person acknowledging) (Signature of Notary Public --State of Florida ) c/ Personally Known OR Produced Identification Type of Identification Produced PRY?v * My MISSION # EE f016N Commission No. 0'99 RES:Juno9,2016 '�'oc n� Bonded Thu Budget ►tde7 SeMces REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE O COMPLETED `�L•� -06-2003 08:48 COASTAL ALUMIhRJM 772-468-0287 ST. L EW ' MUMRE��j'Er=OL''VTV BUI 01NG D r D FOR UM �SION = 22E17IEIS`ED BY DATE PLANS AAD PER, T MUST BE OR 11 INSPECTION WILL AE KE. ONJOB An ALUMINUM SCREEN DESIGN Afuminum & Censlruclirm Ent3lne�srin� r a Screen Room ;WP-ool '.Scresn/Cage THESE PLANS P-4 •PROPOSED WOIRK Q Cyr Poi ' •: AND SUBJE•CT•.TO ANY CORRECTIONS- 11 Patio CQVer REQVIRE LBY REDJNSPECTORS THAT. i AY fit. 'WESE;AKY IN ORDE .TO Other: Cd&LIVI-TH ALL APPLICABLE 60DES. `Contractor Name *Address: *Zip Code: *Phone[Fax: *Email: Coastal Aluminum Co., Jnc. 4205 Metzger r'.a,c,�+i Ft. Pierce, FT; PAGEi 6 ARE THE �� F�SPO��f�I�li� pF THE • �OPd'i�q��pR O�REOORD * ° Mail Pick uPEJ Fed Ex* ❑ *(For Fedh option go to tinviv, aluminumscreendesign. com and provide FedCx account #} Check ❑ Credit Card`❑ *(For Credit Card option go to mvw,aluminumecreendesign.com to pay by credit carol) Migineering prepared by: wwom %&. ftftaw 'mILE COPY Engineer. Michael Thompson, MSc, P,E. (P.E, 0 47501D) 5200 Vineland Road- Suite 250 Orlando, FL 32911 Of( 407-529.33D O Cell 407-721.2292 Project Manager: Paul Thomas 38&470-0804 Fax e89-923-81al -Email: aluminumsnrRsndeslan yAoo cam Webslte: www.aluminumscreead_e-ailgn.com (c.a u9m) w 08-08-2003 06:49 COASTAL ALUMINUM 772-468-0287 V PACE2 is AM OR am, RRONN 'Am A1t�a1(rt►�m �1�Consf►uct�lot) tng1nf)0((1)9 InsulatedEl Pan O Fascia O Wall: Block O Conventional O Beams X Post X 1 Insulated O Pan[ _ . ':;...:Fas�:ia ❑ .11I�Tall , : '- Rlock-L , , Conventional Q: ; ... Beams ...,-,.:X Post .�,.,..X ,. Existing New: 4"Slab❑ PlerO Ribbon Footer 8X12 C] Pavers O Other: rr r V7 / # ' f, ®`NE :°Riuminum ALUMINUM SCREEN DESIGN & Cons1ruction Engineering General Notes & Desi2n Standards 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 2010 Aluminum Design Manual 2010 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 2062.4. 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: Soil bearing capacity — 2,000 psf Minimum When unsuitable soils are encountered as specified bearing strata, notify owner's representative/engineer. 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 i C4`kOPY Coef£ Of friction between footing and soil = 0.5 5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310 www.aluminumscreendesign.com EMA A 5 ALUMINUM SCREEN DESIGN ® DAIurninum & C ons1rucHon Engineering Structural Aluminum: 11 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: Aluminum surfaces in contact with dissimilar materials, lime -mortar, concrete, or other masonry materials, shall be protected with 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. 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 = 5'-9" 2 x 2 Purlins = 7'-6" 2 x 3 Chair Rail = 7'-9" 2 x 3 Purlins = 7'-9" 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'/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. 2 x 2 Wind Brace = 4'-3" 2 x 3 Wind Brace = 7'-9" 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. 4EC10 0 1 k, ly . V 5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310 www.aluminumscreendesign.com ALUMINUM SCREEN DESIGN ! BEA S D A!uininum A. Co r. s I r !1 c 11 On Engineering `A Cables: Contractor shall provide a minimum 1/8" diameter stainless steel cable tie down at side and rear walls of 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 ftZ with bottom each end of cables secure to concrete slab with a minimum 3"ASTM A-36 steel clip with 2-1 '/z" x '/4" tapcons or equal. I 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. ISO MPH PRIMARY WALL SEAMS -SCREEN H PATIO ROOM ENCLOSURES ROOF PANELS SIZE Roof Span Pan R—fSpan Insulated Roof Span 2 X 3 r-r T-2" 6'-9• 2X4 111-10' 8•-5' 7•-7' 2 X 5 12'-9' 12'-9' 10'-r PRIMARY ROOF MEMBERS -POOL CAGE ENCLOSURES ROOF PANELS SIZE Ropf Span 'Maximum Beam Spacing=6'-0' Roof Span 'Maximum Beam Spacing=6•-e" Roof Span •Maximum Beam Spacing=7'-Z" Pan R.of Span Insulated Reef Span 2 X 4 16'-r 15•-3' 1311' 3" Spans 11'-5' 3" SP.- 12'A' 6' Spans 16'-11' 2 X 5 211-W 20'-0' 17'-6' 2 X 6 24'-3' 22'-0' 2o'-9" 2 X 7 26•-0' 23=8' 23'.6" 2 X 8 30'-0' 281-9' 2119 32'-✓Y 301-5' 30' W 2 X 10 35'-6' 33'-11' 33•-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" Knee Bracing: Contractor shall provide knee bracing on 45 degree angle pursuant the attach detail sheet that specified size and length requirements. Purlin• Contractor is required to install purlins spaced to align with column spacing; however, spacing between purlins shall not exceed T-2". F1 f C Py 5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-5529-3310 www.aluminumscreendesign.com 06-1 8-Cb133 Wt::5b C;UH51 HL HLUMINUht f f�-96ti-f ti lu 4 .)X�, /0Y'. 4 x u w �MS- F�) ��& w 3r' sP� uawJ d �o d0lOyd1NOO 3H130 allu SNOdm 3HI 3�v 21 OHMIV u0 Sd3Pd3jSV3 031*ONOO FND N ,& W i IN CUT-OUT = 'CNR' I I� n I. N . 2 I I SET.Pk I N4657°07"E 2 � OO' 0� W BRICK PAVER DRIVEWAY W Z::. w a 50 22' in in 1.35' M 1.35, n 0 5 st 17.93' 5.88' 7." M� wW to 1.35' L I Z O n I N 50.19' j Q x I � I MIN, SETBAtC SE-%, S SIDES 4�O ` CNR SIDES --�O' UNIT 4 1 REAR )of LZNG. �+ c.�7 TECH, t C FM 5/8' o 212.30° 'B p CONC A/C-PAD- q , yas tNyC STAIRS W/ 4' WALL ci _. N LANDING- + c1 CONCRETE WALKWAY CBS WALL I"t (T yp.) PLED CONC ENTRY W/ STEPS 80 o cl 1 0 3.95' a I b m CONC A/C PAD I I W/ 4' CBS WALL ISET PIC _ 17' TWO STORY DWEWNG t.99' �� c ttso' �� � �o/ I n � U \ / n 14.04' V v o a W/ REPASS 0.03'S0.23'W %$ �00 M14' 13.71' 00 CONC POOL 6 EQUIP. PAD ALUMINUM SCREEN DESIGN p 1X2 SIDE WALL DETAIL 1X2 TOP PLATE IS ATTACHED TO 2X2 WALL BEAM WITH 412 2" 6" FROM ENDS 24" O.C. 2X4 BEAM ran k a 16 a =ro O n t7 Pzo �x 00 xx cn o r� .1 °x 2X2 1X2 BOTTOM PLATE IS ATTACHED TO UPRIGHTS WITH CAPRI CLIP WITH (4) #10 1" OR BLIND SCREWED WITH (2) k N K BRACING DETAIL ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT ALUMINUMSCREENDESIGN ALL TAPCO METAL SHALL PROVIDE S lNRvfUM OF GREATER, 1 ALLOY MBEDMENT DEPTH @Q YAHOO' COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2010 EDITION PHONE #: 3 86-3 20-025 6 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALLWITHSTAND 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 #: 888-923-8181 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 2X2 K BRACE IS ATTACHED TO ALUMINUM STRUCTURE WITH 2X2" C CHANNEL & 6 # 12 1" PER END fl MICHAEL THOMPSON 5200 VINELAND RD. SUITE 250 RLO,FL 32811 P.E. # 47509 CA#.30930, vg- ALUMINUM SCREEN DESIGN - A DIVISION OF :: DBE&C SIDE WALL CONNECTION DE fAIIS WHEN PURLIN DOFSNT HIT POST M TOP PLATE IS ATHID TO 2X2 PURLIN WITH 3 H 104" THRU DO FASTENED TO M W/ N 12 1-1/1' 6" FROMUPRIOHTS 24' O.C. U-31A-2 FRONT WAIL TO BEAM SMB BEAM IS NOTCHED ALUMINUMS CREENDE S IGN. COM ALUMINUMS CREENDE S IGN @YAHOO.COM PHONE #: 386-320-0256 FAX #: 888-923-8181 SIDE WALL CONNECTION DETAILS WHEN PURLIN DOESNT HTT POST U-3/A.2 UPRIGHT TO BEAM SN1B BEAM LS NOTCHED E/A-2 TYPICAL INTERNAL OR EXTERNAL PURLINS ATTACHED TO BEAM W/ GUSSET DETAIL 4 910 1-1/2 SMS, PLACE WASHER 2X3 WAND BRACE IS TOE NAILED TO ALUMINUM STRUCTURE WITH 36" MAX RISE NOTES 1. UM GUSSET DIMENSIONS ARE MINIM 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/ 4 912 1-1/2 SMS, PLACE WASHER ID ® NOTES 1. GUSSET DIMENS>S.IMUM 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 912 SMS 1-1/4 O.C. DESIGN STATEMENT MICHAEL THOMPSON METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 5200 VINELAND RD. ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH SUITE THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2010 EDITION S V ITE 250 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALLWITHSTAND ULTIMATE WIND 0 O, 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 CATEGOR 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 _lk� - CA#3 093 Q ALUMINUM SCREEN DESIGN 2X2 2X2 U-4/A-2 SLOPED PURLIN CONNECTION DETAIL U-3/A-2 UPRIGHT TO BEAM SMB BEAM IS NOTCHED ALUMINUMS CREENDE S IGN. C OM ALUMINUMS CREENDESIGN @YAHOO. COM PHONE #: 386-320-0256 FAX #: 888-923-8181 I X2 ANGLE ON EACH SIDE OF BEAM & ATTACHED WITH 4 #12 1" PER SIDE ROOF BEAM SIDE WALL CONNECTION DETAILS WHEN PURLIN DOESNT HIT POST 2-1/8" X 1-1/2" C CHANNEL C CHANNEL ATTACHES UPRIGHT TO TOP PLATES WITH 4 #12 3/4" INTO UPRIGHT & 3 # 12 3/4" INTO TOP PLATES 0 0 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 U-1/A-2 SELF MATING UPRIGHT DETAILS MIN 4" SLAB 2500 PSI I D DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2010 EDITION OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALLWITHSTAND 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 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 UPRIGHT SHALL BE STITCHED W/ #12 X 5/8" 6" FROM ENDS 24" O.C. MICHAEL THOMPSON 5200 VINELAND RD. SUITE 250 �O, FL 32811 P.E. # 47509 ,� CA#3093Q ALUMINUM SCREEN DESIGN ABLE DETAIL �v 000 O O O O 4 j,' 1/8" THICK ANGLE BRACKET CUT FROM 1" X 5" ANGLE ATTACHED TO UPRITE AND GIRT WITH 6 #12 1" 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"X1/4 TAPCONS� 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 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 ALUMINUMS CREENDE SIGN. COM ALUMINUMSCREENDESIGN @YAHOO. COM PHONE #: 386-320-0256 FAX #: 888-923-8181 ?X2 IS ATTACHED TO ROOF BEAM WITH 2 # 10 2" PER SIDE SMB 2X2 ANGLE IS ATTACHED TO GUTTER & ROOF BEAM WITH 3 912 1" PER SIDE OF BEAM 2X2] 2 HINGE DO U-5/A-3 GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL 0 BEATER 1" GUTTER STRAP IS ATTACHED TO GUTTER WITH # 10 1 " & INTO FASCIA WITH #10 2" PER STRAP HINGE LOCATIONS DOOR FULL Z OR DOOR JAM STANDARD EACH DOOR IS SCREWED INTO UPRIGHTS WITH # 10 1" SCREWES 24" O.C. DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2010 EDITION OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALLWITHSTAND 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 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 MICHAEL THOMPSON 5200 VINELAND RD. SUITE 250 O, FL 32811 mp .E. # 47509 c CA#30930. C ALUMINUM SCREEN DESIGN NEW CONCRETE 4" THICK 8" X 8" FOOTER WITH 1 #5 THRU OUT co T ° d 14 lit O.. c ..c � °c a 'l d c e •6 e . .d e ° ° .° ' a G41 I�.i. ��'I�`; �I�I ��,�I—ICI C �--i � a.•.... CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING: VAPOR & TERMITE PROTECTION (IF REQUIRED) CONCRETE SHALL BE A MINIMUM OF 3000 PSI CONTRACTOR SHALL SECURE COLUMN BASE TO THICKENED EDGE ALUMINUMSCREENDESIGN.COM MICHAEL THOMPSON ALUMIIVUMSCREENDESIGN 5200 VINELAND RD. SUITE 250 @YAHOO.COM O , FL 32811 PHONE #: 386-320-0256 FAX #: 888-923-8181 .E. # 47509 CA#30930.