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HomeMy WebLinkAboutSUBMITTED PAPERSFrom:Trlpod Aluminum 321 729 9507 07/1 �" 15 14:20 #124 P.002/003 -I 4 ALL APPLICABLE INFO MUST BE COMPLETED FOit% ffl'€ltffl TO BE ACCEPTED Date:�l'j` 15 BY Permit Number: i5gtGD 0113 St. Lucie County c 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 V PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line P OO nc 5 i -1, Address: 999,5 R fgyL 1&410- ' 1 //' �F �� �l✓ 34 ski Legal Description: limit " Es $ -Z/p (f> 07 Property Tax ID #: Q 4.30 - 5D A 'DOG(* -0o c> "'(p Lot No. `2 Site Plan Name: S.i,,, P-e-y- Block No. Project Name: s K, m(;k- Setbacks Front Back: Right Side: Left Side: r s. r Fa(?-- Oe'-O Poo nnAdditional work to e e orme under -Checkispermit a apply: I�IHVAC be E]GasPiping _Shutters ❑Windows/Doors Electric El Plumbing []Sprinklers Generator Roof Total Sq. Ft of Construction: a5a S a? -Ft. of First Floor: Cost of Construction: $ ( Q70 Utilities: Sewer OSeptic Building. Height: Name Name: Vincent T. Tripodi ''�i of qO �n ��cL Address: �g� n i' tG �R�Q Company: Tripod Aluminum, Inc. Address: 6915 Vickie Circle City: 2T \ VWJLeC. State: Zip Coder j Fax: Phone No. City: Melbourne State: FL Zip Code: 32904 Fax: 321-729-9507 Phone No. 321-729-9695 E-Mail: Fill in fee simple Title Holder on next page (if different from the Owner listed above) E-Mall: Marlene@tdpodaluminum.com State or County License: SCC131151011 11 If value of construction Is $2500 or more, a RECORDED Notice of Commencement is required. II M From:Trioad Aluminum 321 729 9507 07/1'_, 15 07:25 #125 P.003/003 DESIGNE ENGINEER' _Not Applicable MORTGAGE COMPANY: Not Applicable Name. Alummomscreen0esl9n _ Name• Address: 5zoo Vineland Road slate 250 Address: City: o��de State: FL City: State: Zip: azefl Phone: +o1sz93ado _ Zip: Phone: FEE SIMPLE TITLEHOLDER: _ Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that nttooY work or installation has commenced prior to the issuance of a permit. which is n conTlicmt with any applicablelHome Owners tAssociationirules abylaws or anscovenants that may prohibit such restrict or 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 you intend to obtain financing, consult with lender or an attorney before commencigfilwork or re ording your Notice of Commencement. _ Signathre of Owner/ Lessee/Agent s Signature oftbnt for U e Holder STATE OF FLORI,Oq_ f% STATE OF FLORIDA COUNTY OF /iJi �vl fiY��- _ COUNTY OF_BP_E4 Q. ZA The for ing insmept was acknowledged before me this 7day ' The forgoing Ins n ment was acknowledged befit re me of 'E-e— 20/S by thisday of 20 �S by VrrJa��J�'1 (Nalhe of person acknowledging) (Name of person acknowledging) 444 G State of Florida) (Signature of Not7!OOR (Signature of Notary Pu 1' tate of Florida ) Personally Known Produced Identification _ Personally Known OR Produced Identification Type of Identification Produ of Identification Prod ,„ MARLENE L. JONES Commission No.� ,k;(Smal)ry Public - State of FI ���a:'>'�a,, MARLENE L. JONES r%8 mission NcF-e Se' , �; I ftEllpubllc - State of Florid - My Comm. Expires Jun 7, •'Commisall 016 = My Comm. Expires Jun 7, 201 F Commission # EE 205818 ReviseBonded Through National Notary d 07/15/2014 Assn. Bonded Tivough National Notary Assn REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS OFFICE USE ONLY: Fee Due: S (j1� s Receipt# Permit # b PLANNING & DEVELOPMENT SERVICES O V - ` ^ . ti BUILDING & CODE REGULATION DIVISION p,L!_-,1, IIi?'-•.,,;;_-, 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 772-462-1553 APPLICATION FOR ALUMINUM STRUCTURES PERMIT ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PROJECT INFORMATION I: LOCATION/SITE ADDRESS: 4a"—,g I I )'j�" nwk' AAA, 2. PROJECTNAME: tXbAAYY- /k. SITE PLAN NAME: 3. PROPERTY TAX ID #: 4. LEGAL DESCRIPTION (attach extra sheets if necessary): n,iA l'n, 0(J/t D l� 1 iiQ 1�7�T o2(p -- CaP.23� 20� a9 V 5. PLAT BK, 3 82 PAGE a G ,5 BLOCK LOT cZ i0 6.' PARCEL SIZE: ACRES/SQ FT. LOT DIMENSIONS 7. SETBACKS (ACTUAL) FRONT: BACK: LJ RIGHT SIDE: LEFT SIDE: 8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE) TYPE OF CONSTRUCTION N = New A = Addition SG — Slab on Grade SR = Raised Slab DIMENSIONS SQUARE FEET OF R = Rebuild WD = Wood Deck CONSTRUCTION ❑ SCREEN ROOM ❑ NEW ❑ EXISTING X ❑ CARPORT/PATIO ROOF ❑ NEW ❑ EXISTING X ❑ HABrrABLE GLASS ROOM ❑ NEW ❑ EXISTING X ❑ CAT I, 2 OR 3 SUNROOM ❑ NEW ❑ EXISTING X ❑ ALUMINUM COMP. SHED ❑ NEW ❑ EXISTING X POOL ENCLOSURE N fig.- NEW ElEXISTING 6,L9 X 9- Ir7 �53, (PZ, ❑ M H ROOF OVER ❑ NEW ❑ EXISTING X ❑ ROOF SYSTEM OVER ❑ NEW ❑ EXISTING X EXISTING ACCESSORY STRUCTURE ❑ OTHER: ❑ NEW ❑ EXISTING X ❑ ALUM POOL FENCE Linear feet TOTALSQUARE FOOTAGE OF CONSTRUCTION 9. VALUE OF CONSTRUCTION: $ Lea 70 The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted PRIOR TO FIRST INSPECTION. SLCCDVForm No.: 001-02 kee041262010 OWNER/INS FORMATION NAME: Po 2�if ci YY� 5k, rrveL G ADDRESS: 4T3 I,.IVt 4L O1 k I(��a I CITY: rp(Z� Re(Let? STATE: FL ZIP -5 4RZ t PHONE (DAYTIME): C__) EMAIL: FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFER FROM THE OWNER LISTED ABOVE: FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP PHONE (DAYTIME): C__) CONTRACTOR INFORMATION STATE OF FLORIDA REG./CER`\T #:o�� �'J � 15 VC)11 ST. LUCIE COUNTY CERT #: BUSINESS NAMET] A '% �U yy� `��> C \ F QUALIFIER'S NAME: hOCEA-, ' ADDRESS: Vt e- 0-,i9- CITY:I Qk� I QA-,)e STATE: ZIP c R� PHONE(DAYTIME):�)%2 9JFAXNO�Z`�Z�Qrj(�� emailM� ARCHITECT/ENGINEER: ALC ncwLa Q%� ADDRESS:52Co -kQJ� t - p Z CITY: ©qAc,,6 p STATE: 51- ZIP 1 PHONE (DAYTIME): 4efl) S'Z,Q 5aco NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING, ANDHVAC ZONING REQUIREMENTS Allch structures will be subject to the requirements of the ST. LUCIE COUNTY LAND DEVELOPMENT CODE. 2 scaled plot plans showing lot size, dimensions of existing host structure, and proposed aluminum addition. All setbacks including front, side, rear and distance between adjacent property structures in MH Parks shall be indicated on the plot plan. ❑ 2 sets of color photos for all storm damaged areas to be reconstructed. One picture must include house address number for inspection verification. ( not required for construction unrelated to storms) + OFF110 ', USEDNLY 4 SECTION TOWNSHIP RANGE MAP NO. -- - - - - - - --- - - --- — ------- Additiomd— — ------ -- ZONING LAND USE LOT CVG % Permits Re uired REPORT BIMS FEE $ MISC'FEES $ TOTAL FEES CODE ,BUILDING &' ZOIVING'RE�rIEW s' <r - a Ji'' , '' t: �� �4..:f lit tr'r`ti""i,';.: FRONT PLANS VALUEOFCONSTTiUCTTON REVIEW COUNTER ZONING SUPERVISOR EXAMINER VEGETATION USINGICCTABLE DATE COMPLETE INITIALS PLAN REVIEW SPECIFICATION CHECKLIST PLEASE PROVIDE ONE OF THE FOLLOWING: LI 2 Sets of Detailed Plans: Dated, Signed & Sealed by an Engineer or Architect holding a Florida State professional license. d2 Sets of Detailed Plans: Designed in accordance with the AAF Guide to Aluminum Construction in High Wind Areas. ❑ 2 Sets of Detailed Plans: Designed in accordance with any Approved Manual per fs-489.113. (I) ANY PLANS SUBMITTED WITHOUT COMPLYING WITH THE FOLLOWING SHALL BE RETURNED WITHOUT APPROVAL. ALL PLANS MUST BE IN INK AND ANY NOTATIONS IN PENCIL WILL NOT BE CONSIDERED A PART OF A SUBMISSION. • All plans must be legible and must be designed in Architect's Scale on pages which -are 81/2" x 11" or larger. • All relevant tables & details, if using a manual, must be properly highlighted and must match design checklists & drawings. • The plan view must include all dimensions; the location of the host structure and all materials must be sized and identified thereon. • All elevations must be shown, including 4"wall detail, dimensions and all material must be sized and identified. • All primary and secondary carrier beams, spans, spacing, gauges must be shown [Example: 2" x 8" x .072"]. • All methods of fastening or other details which are relevant to the design must be identified on the Plans. • All upright column heights, sizes, spacing and gauges must be shown as follows: [Example: 3" x 3" x .050"]. • All chair -rails, roof purlins, girts, channels, knee -bracing, k-bracing, cable bracing or any other required component must be sized and identified. • All ridge beams and super gutter or fascia attachments must be identified. • All roof pans or composite panels, with gauges and spans, must be sized and identified. • All footing, slab and ISO pier designs must be on the plans, per the Architect / Engineer's plans & specifications. • All light metal alloys which are utilized shall be designed in conformity with the Florida Bldg Code of 2010, Chapter 20. • Barrier railings, if utilized, shall have all materials, fasteners and height specified and shall have self -closing, self - catching gates with picket spacing. (II) SITE CONSTRUCTED SHEDS, HAVING ANY ALUMINUM COMPONENT, SHALL MEET ALL OF THE ABOVE REQUIREMENTS AND THE FOLLOWING ADDITIONAL ITEMS: (A) 2 copies of the current product approval (i.e. N.O.A. or State of Florida approval] with the proposed "opening" or cladding component highlighted and with fasteners and design pressures, per FBC 1714, clearly identified. (B) 2 electric schematics, in accordance with the N.E.C., if applicable. (C) Design pressures, per ASCE-7, identified on the openings of all Plans. (III) HABITABLE ROOMS/ADDITIONS DESIGNS SHALL MEET ALL OF THE ABOVE REQUIREMENTS, EXCEPT AAMA SPECIFICATIONS, AND CHAPTER 13 OF THE FLORIDA BUILDING CODE. (IV) SUNROOMS (as defined in R202 and FBC 2002.6) MAY BE CONSTRUCTED, SO LONG AS THEY MEET ALL OF THE ABOVE REQUIREMENTS AND MUST BE IN STRICT COMPLIANCE WITH AAMA/NPEA/NSA2100.02 AND MEET THE FOLLOWING ADDITIONAL ITEMS: (1) The designer or engineer will state on all Plans, which Category of Design [3.1.21 will be used, inclusive of the definition. (2) If designing a Category 4 or Category 5 structure, as defined in the current Edition of 3.1.2.4 and 3.1.2.5, proper energy calculations and long form equipment sizing calculations shall be required, pursuant to Chapter 13 of the current State of Florida Building Code. (V) MOBILE HOMES (FAC I SC-2.0081 - FAC 15C-2.0072): ALL STRUCTURES ADJACENT TO OR NEW ROOF SYSTEMS (Pan or Composite) OVER EXISTING ADJACENT STRUCTURES TO A MOBILE HOME SHALL REQUIRE: (a) A 4 s wall or a current, signed original manufacturer's attachment approval letter which includes the model number, serial number and current owner's name and street address. (b) That the complete guide to H.U.D. specifications be strictly adhered to. (c) A Certified Florida Engineer may design the manner of attachment of the proposed structure to the host house but shall assume full responsibility for both structures' integrity by site specific documentation. TION: This application is hereby made in order to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IN THE EVENT IT IS NOT YOUR RIGHT TITLE OR INTEREST THAT IS SUBJECT TO ATTACHMENT, THE APPLICANT DOES HEREBY MAKE A GOOD FAITH PROMISE TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT, AND DOES SO AS A CONDITION PRECEDENT TO THIS PERMIT 1. If utilizing the AAF Guide to Aluminum Construction in High Wind Zones, I the Contractor/Owner Builder hereby certify that the components being used, fasteners type and fastening pattern meet all the requirements for the designated wind zones established by the county and take full responsibility for complying with the submitted design of the structure being permitted. 2. I further certify that all the foregoing information is accurate, that no work or installation has commenced prior to the issuance of a permit and that all work shall be performed in compliance with all applicable laws regulating construction and zoning in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, and HVAC, etc., not otherwise included with this building permit application. 3. I , the Contractor / Owner Builder, have verified that the existing foundation meets the requirements of the Engineer of Record and is in adequate condition to withstand the uplift and weight of the aluminum structure and said structure will not exceed the footprint of thepucture that was in existence prior to removal by the storms. STATE OFFI COUNTY OF The foregooi/ng instrument was acknowledged before me me this ANdaay of 201!Z_, byVJ A, who is personally known V to me, or who has produced as identification. (Seal) MARLENE L. JONES II THE The foregoing instrument was acknowledged before me methis c; CEday of 20 t'Sr byVi�eP�� 1 �// odrr who is personally known V to me, or who has produced as identification. MARLENE'C JONES Notary Public - Slate of Florida My comm. Expires Jun 7, 2016 (Seal) ,YING FOR THIS IN THE OFFICE OWNERBLDR • ALL SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL, SIGNED IN INK. COPI S, FAXES, OR STAMPED REPRODUCTIONS ARE PROHIBITED. • WHEN A PERMIT IS AVAILIBLE FOR ISSUANCE BUT IS NOT PICKED UP WITHIN THIRTY (30) DAYS AFTER NOTIFICATION OF AVAILBILITY, IT WILL BE VOIDED. IF THE APPLICATION IS RESUBMITTED, AN ADDITIONAL FEE WILL BE CHARGED. JOSEPH E. SMITH, CLE THE CIRCUIT COURT — SAINT LUCIE COLO FILE N 4071415 OR 747 PAGE 2445, Recorded 05/19/2015 610c52 AM NOTICE OF COMMENCEMENT Permit No. Tax. Folio No. ✓8S Stateof Flodda County of St. Lucie The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Infommtlon Is provided In this Notice of Commencement. M 3 49?11 General description of Improvement.,pVDI contracted for the Improvement: Name Address 'W? t—�.,e•.,. a -yNO G/„ns ) Q Interest In property: V (4l`3 •Q Name and address of fee simple titleholder (if different from Owner listed abo-,) _, Contractor's Na GonIractorAddress: f q RP I Phone Number. Surety (if applicable, a copy of, payment bond is attached): Amount of bond: $ Name and address: Ili l fit Phone number. Under Name: f..JJ A Phone Number: Lender's address: Persons within the State of Florida designated by Owner upon wham notices or other documents may be served as provided by Section j13,13(1)(a)r., Florida Statutes: t _ Name: sU�A _Phone Number: Address: In addition to himself or herself, Owner designates of to receive a copy of the Uerofs Notice as provided in Section 713,13(11(b), Florida Statutes. Phone number of person or entity designated by owner. Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTERTHE ENPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTSTO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUSTBE RECORDED AND POSTED ON THEJOB SITE BEFORE THE FIRST INSPECTION. IFYOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are me to the best of / my knowledge and bellef.h I/ (Signature (Sigrator(s Titie/Office) )cc The foregoing instrumentwasacknowledged before me thq� day cf , 20 y By �.QA/�2-.0 .clY1 S AA O 1c as DcJA.�e� for aql oye .— Name of Persanv T eoFauthod (e.g. offi trustee) P on behaffofw out Instrument was executed MARLENE L. JONES +d"+ nalN known_or produced Idemgiatlon J• Notary Publle • Slelx of FIoli® (Signature ofNmaryPuN -rate of Flodda) f My Cemm.EWims Jun T. 20Hg (Pdnt, Type, or Stamp Issloned Name o(N Completion a EE 203aTOn f Identification produced gordrd TNM0 Ks0oml WV V con. STATE OF FLORIDA, = ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUE -AND CORRECT COPY OF THE ORIGI _ Pin E. SlT, -, ; 9A. y. eputy Cllerk Date, MAY 19 2015 *Plan Types: ❑ Screen Room 0 Pool Screen/Cage ❑ Car Port ❑ Patio Cover Other: *Reference: Shimek News Revision F- Date: 5113/15 *Project Address: 4805 River oak Ln. *City: Ft. Pierce *Contractor Name: Tripod Aluminum,lnc. *Address: 6915 Vickie cir `City: Melboume *Zip Code: 32904 *Phone/Fax: 321-729-9695 'Email: Thad@TdpodAluminum.com *Choose One- Mail ❑ Pick Up ❑Fed Ex ( 2 No of Copies *(For FedF.x option go to es„ae.elumrnumscreendesign.com and provide FedEx account r} Payment: Check❑Credit Card "(For Credit Oird option go to a„)s.aluminumscreett esi;n.coin to pay by credit Card) Enginooring prepared by: Engineer. Michael Thompson., MSc, P E. (RE. = 47509) 5200 Vineland Road- Suite 250 Orlando. FL 32811 Off 407-529-3300 Cell 407-721-2292 Project Manager Paul Thomas 388-473-95,04 Fax 888-923-8181 Websito ,%Iv ,.,t„ cr „r C_ in ~ r CA1413r=913a 1 il�� COPY Ultimate Wind Speed' (mph) 150 Exposed Category.' C Risk Category: Screen Room Insulated ❑ Pan Roof ❑ Fascia ❑ Wall: Block ❑ Conventional ❑ Uprights _X_ Top Plate _X_ Kick Plate Pool"Screen/Cage : Dome❑ Gable❑✓ Mansard 0 Gutter❑✓ Wall: Block ❑ Conventional❑ Beams 2 Xs 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 X Post X Concrete: Existing ❑ Other: 1 New: 4"Slab❑✓ Pier❑ Ribbon Footer X ❑ Pavers ❑ Note: In the event that there is a conflict with the design plans and the 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 n d the general notes and design standard. NAS ®M ALUMINUM SCREEN DESIGN AI..I . x L"naateact Lv»r FnginncrWn w General Notes & Design Standards The following are general design standards. More stringent design standards may be noted 6n 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 Cade 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 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 5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407- 3i www.aluminumscreendesign.com L COPY ®® ALUMINUAA SCREEN DESIGN d luml2v ea s Cvna It a¢bicn Engittxcoinp ' G> Structural Aluminum: " • -" Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum design. .i' 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. 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 = T-6" 2 x 2 Wind Brace = 4'-3" 2 x 3 (0.125) Wind Brace=10'-0" 2 x 3 Chair Rail = T-9" 2 x 3 Purlins = T-9" 2 x 3 Wind Brace = T-9" 2 x 4 Wind Brace = 10'-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 Al85 Welded Wire Fabric shall be ASTM At 85 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. 5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-52#h0 by www.aluminumscreendesign.com I cvAr EAS ®■ ALUMINUM SCREEN DESIGN AL�mi.l. 5 C.C_rtt1LCli Gn an9tncc.1n9 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 comer and where there is a difference in column height locations. In addition, cables shall be spaced to provide wall support not exceeding 227.5`11 with bottom each end of cables secure to concrete slab with a minimum 3"ASTM A-36 steel clip with 2-1 Y2" x '/d' 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. 150 MPH PRIMARY BEAMS& COLUMNS -SCREEN &PATIO ROOM ENCLOSURES ROOFPANEIS Bea. me Max Beam Span & Max Column Spacing Cdumn-Size Max Column -Height Pan Roof Span insulated Roof Span 2X3 61-0' 2X3 T-0• 3•Spans ll'-Si' 3-Spans 6"Spans l6'-U 2X4 81-0' 2X4 7'-0' 2X5 91i1 21(5 8'-0' PRIMARY ROOF MEMBERS-POOLCAGE ENCLOSURES ROOF PANELS SIZE Roof Span -Maximum Beam Spacing -6'0' Roof Span •Maximum Beam Spacing = 6'-B' Roof Span •Maximo. Beam Sparing=T-2• Pan Roof an Insulated Roof Span 2X4 16'-3' 15'-3' 12-6" 3' Spans 11'-5' 3' Spans 12'-9" 6-Spansle-11" 2X5 2r-T 20'-0' 17'-6' 2 X 6 24'-3' 2T-O' 20'-9- 2X7 26'-0" 2314' 23'-6' 2 X 8 30'-0' 28'-9• 281£ 2 X 9 32'-0' 3018' 3O-0' 2%20 35'-6' 33'-11" 331-6' Upright -Pool Cage Enclosures Upright ISO MPH SIZE Height 2 X 4 30'-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 7'-2". 5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-33FILE www.aluminumscreendesign.com 11!!!! cAbl"Wr SHIMEK MANSARD/GABLE POOL ENCLOSURE 4805 RIVER OAK LN. FT. PIERCE, FL. 34891 150 MPH EXP. C NEW POOL CONSTRUCTION W/ SLAB g p ^q1: 2x3 2.0 2x3 X rl k x N NY N N Ix2 Ix2 Ix2 138" 2x2 K2x2 a 2x2 2x2 ATTACH TO FASCIA FOLLOW GABLE �. lx2 Ix2 Ix2 Ix2 2? V 2x2 2x2 2x2 2x2 2x2 2x2 ry y( A � N N 2x2 2x2 2x2 2x2 2x2 2X2 i I /2.22x2 L2,2 2x2 2x2 '2x2 436" 2x3 2x3 20 20 Ix2 Ix2 �� 2x3 2x3 2x3 2x3 2x3 ' 2x3 i i 74,5 74.5 74.5 74.5 69 69 Ix2 x x 2x4 N K N � N M ry X � � NN 20 Ix2 ALUMINUM SCREEN DESIGN BEAM WATT102"SMS BEAM W/ (4) # 10 2" SMS 8" WIDE GUTTER BRACKET W/ (4) I/4" X 3" LAGS & (2) # 10 3/4" INTO FRONT OF GUTTER SMS 1-1/4 O.C. BEAM TO FASCIA SEE GENERAL NOTES • • • •Z3# & DESIGN STANDARD FOR ADDITIONALRJFOAMATION TYP. 1/4" X 3" LAGSMB SCREWS 24" O.C.NOTES I. GUSSET DIMENSIONS ARE MINIMUMx 8" ON BOTH SIDE OF BEAM, MAY BE O O Q INTERNAL OR EXTERNAL 2. AS BEAM SIZE CHANGES ADD OR M SUBTRACT TO MAINTAIN A I-1/4" D.C. SCREW SPACING 3. GUSSET LENGTH REMAINS CONSTANT, WIDTHS CHANGE TO MATCH BEAM SIZE ET 1X2 ATTACHED TO BEAM W/ (2) 910 2" #14 SMS 1-1/4 O.C. INTO BOSSES. 2X2 ANGLE IS ATTACHED / 1X2 REC. CHANNEL W/ TO BEAM W/ (4) # 14 314" & TO GUTTER / 3/4" SMS PER SIDE W/ (4) # 14 2" THRU IX2 / - 0 0 ® 6 ' BEAM TO WALL • 0 ® 0 eD 2X21S ATTACHED TO STRUCTURE W/ • ® 9 ® ® • 4" X 1/4" TPCONS (#14 4" IF TO WOOD STRUCTURE) 6" FROM ENDS 24" O.C. ® ® ® • ® • 2X2 ANGLE IS ATTACHED TO BEAM • WITH (2) #14 1"&INTO HLOCK WITH r� 2-1/4" X 1/4" TPCON rum ALLe.zUMSCREENDESIGN.coM DESIGN STATEMENT MICHAEL THOMPSON OR GREATER, 1LOY IS " IS.046 ROVIDE AL SCREENDES I JN 5200 VIv"ELAND R D. ALL T PCONS HALL PMETAL MINIMUM OF 1 1 8CKNESS EMBEDMENT DEPTH ' t-, e STJITE 250 @Y O.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2010 EDITION PC3281 PHOIr#: 3 86-320-0256 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALLWITHSTAND ULTIMATE WIND ORLANTDO, 1 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 lItV 47�09 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_CA#30930 :"16 ALUMINUM SCREEN DESIGN DOOR FULL Z OR DOOR JAM STANDARD 2X3 POST OR DOOR JAMB x 02 HINGE DOOR O z EACH DOOR IS SCREWED INTO UPRIGHTS WITH #14 3/4" SCREWES 24" O.C. SLOPED PURLIN CONNECTION DETAIL 2X2 TOP PLATE IS ATTACHED TO 2X2 PURLIN WITH (2) #10 3" THRU BEAM INTO PURLIN EMBOSS OR: 2X2 ANGLE W/ (4) #14 3/4" 1X2 SNAP LOCK TO 2X2 TOP PLATE : : INTO EACH MEMBER PER SIDE 2" X 6" PLATE W/ FRONT WALL TO BEAM SMB BEAM IS NOTCHED OVER UPRIGHT 1X2 SNAP LOCK TO 2X2 TOP PLATE 1X2 FASTENED TO UPRIGHT W/ W/ 3/8" THRU BOLT W/ LOCK NUT 3/4" R SIDE SCREENDESIGN.COM DESIGN STATEMENT 1VllutifTt'L ltiulvir VIN METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 5200 V INE'LAND RD. SCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH OO • COM SUITE 250 THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2010 EDITION p - #: 3 86-320-0256 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALLWITHSTAND ULTIMATE WIND 5 G; TL 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 R _ lri -�✓ "'�'' ` FAX 888-923-8181 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION '�!§R:E. #1i47509 CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS - •Viz, C•!: t ?1 CA#30930 ALUMINUM SCREEN DESIGN SEE GENERAL NOTES & DESIGN STANDARD FOR ADDITIONAL 000 O �i�* O O 1 O �i� 1/8" THICK ANGLE BRACKET ATTACHED TO UPRITE AND GIRT WITH (6) 414 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 21/4"XI/4TAPCONS COMPRESSION SLEEVE EACH CABLE WILL SUPPORT 227.5 SQUARE FEET OF WALL AREA 45DEGREE MIMIMUM CABLE DETAIL I K BRACING DETAIL 1/8" STAINLESS STEEL CABLE IT TO 14' alm 3"A-S.T.M. A-36 STEEL CLIP WITH 2 1-1/2"X1/4" TAPCONS ((2) #14 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 TH TENSION SLACK AND/OR CORROSION AND IF NECESSARY TO MAKE CORRECTIVE REPAIRS TO MAINTAIN THE CABLE FULL TENSION Do.com #: 386-320-0256 888-923-8181 A CoM 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 CA 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" PLATE W/ (3) # 14 Y INTO EACH MEMBER TYP. 4" X 4" PLATE W/ (3) # 14 3/4" INTO EACH MEMBER TYP. `520f-N-lFIAND RD. 4suzTE 50 RL r Or.Md;-FL 928'11 oRYTI, E. *47509 r `' °� CA#30930 ALUMINUM SCREEN DESIGN IX2 SIDE WALL DETAIL SNAP LOCK TO 2X2 TOP PLATE CHAIR RAIL & KICK PLATE DETAIL 2X2 CHAIR RAIL IS ATTACHED TO KICK PLATE IS ATTACHED TO STRUCTURE WITH # 14 3/4" 6" FROM ENDS 18" O.C. SELF MATING UPRIGHT DETAILS a SIDE WALL UPRIGHT x 9 III�IIIV UPRIGHT SHALL BE STITCHED .¢a zmz W/ 414 X 3/4" SELF TAPPING a > SCREWS 12" O.C. TYP. O > N A tri Ond n H �O u O 1X2 INTERNALLY SCREWED o a y THRU 2X2X1/8" ANGLE TO ¢ SEE GENERAL NOTES ? UPRIGHT W/ (2) # 10 X 1-12" FASTEN 1X2 TO & DESIGN STANDARD CONCRETE W/ 3" X 1/4" X FOR ADDITIONAL (5" X 1/4" TAPCONS IF THRU PAVERS) INFORMATION (# 10 2" IF TO WOOD DECK) SCREW CONCRETE ANCHOR (2) #14 1" PER SIDE & 2X2 6" FROM UPRIGHT 24" O.C. 1/2" BOLT W/LOCK NUT IX2 BOTTOM PLATE IS ATTACHED IX2 BOTTOM PLATE IS ATTACHED TO TO CONCRETE WITH 2-I/4" X 1/4" UPRIGHTS WITH CAPRI CLIP WITH (4) (5" X 1/4" IF THRU PAVERS TO FOOTER) 414 3/4" OR BLIND SCREWED WITH (2) 0 e TAPCONS 6" FROM ENDS 24" O.C. #10 2" PER SIDE MIN 4" SLAB 2500 PSI ^- CONCRETE W/FIBERMESH D 4 Mg1vMUMSCREENDESIGN.COM DESIGN STATEMENT .MICW.EL.TH0MPS0N METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 - 520.0 VINELAND RD. SCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 11/8" EMBEDMENT DEPTH �' 'SUITE 250 AHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2010 EDITIOND;7T1Q FL 32g1.1 `' " NE #: 3 86-320-0256 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALLWITHSTAND ULTIMATE WIND ` e 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 irf' ' -�'- , '� # 475 09 .. ,E: ;OC#: 888-923-8181 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION _ ' :• - =✓ ? r CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS''CA#3 093 0 7c I SURVEY NOTES THERE ARE FENCES NEAR THE BOUNDARY • OF THE PROPERTY AND CROSS INTO THE H !�-3 „r y t*1 nT ITi OI �O 7 4l C i 3 L O 10.0 D.E. do U.E. AT REAR OF PROPERTY /. CONCRETE DRIVE CROSSING PROPERTY BOUNDARY ON NORTHERLY SIDE OF LOT Ll 0 \�y Ak • 'ems .� `: j '..i •a �D9'� 50 S f 1' .2- �J.LO / • .'.: .:IRON ROD D, ` �P.0.8. /LB# 7893 ® P.C. •.':+.' .SET 1/2 ;.. IRON ROD (ry ::; : •- l• . LB# 7893 ® P.R.C.ryya ra _FOUND 5/8- IRON ROD NO. I.D. S • �a :F LOT 27 '.'• CONCRETE t; DRIVE _- l R LOT 27 1 � � C:) rn m memn m m�� � fri C3 t.=4zEDmN zcl_n�a m .�Cnmpv a in r _ � CO Imo m m Do Cmi m Cit •9 of C3 LO 0 N,y0. FOUND 1" IRON PIPE W. 1/2 OF ' OLUDED oK j ayoP fop Lys 'o FOUND 1/2"� ;O� LOT 19 IRON ROD — Ne I.D. PAGE 2 OF 2 PAGES BOUNDARY SURVEY SURVEYORS CERTIFICATE . I HEREBYCERnFY THAT THIS BOUNDARYSURVEY ISA TRUEAND CORRECT REPRESENTATION OFA •t• SURVEY PREPARED UNDER MYDIREC710N. •'"� ,1. SrATEOF w NOT VALID V=HOUTANAUIHENIXATED ELECTRONIC ONA LL i R V Ca ORA RAISED EMBOSS SEAL AND SSIGNATUREANDAUMMMCATSOELEGAVITURE,S � R Clyde Dl4l* tenaabyctyaR �� McNealDN: CN-0jft MW ael, C- US, O=Talgat SmvRyVlg, lam (SIGNED) McNeal 642R,,.,R2009;3025_ CLYDEO. McNEAL, PROFESSIONAL SURVEYORAND MAPPERjmw WiIN SET" m FRONTSIDES �( //^ CNRSIDES /\I//A REAR J --> ai ZNG. TECH. E. 1/2 OF LOT 26 NOT INCLUDED z f / FOUND 5/8" MryyO• IRON ROD NO. I.D. LOT 20 CURVE TABLE CURVE I LENGTH I RADIUS I DELTA CII 44.B9' 50.00' 51'26'14' C21 18,69' 25:00' 42'50'00' LB #7893 �ytCI, TART SlxvLi1 G:F LLC SERVING ALL FLORIDA COUNTIES 6250 N.'MILITARY TRAIL, SUITE 102 WEST PALM BEACH, FL 33407 PHONE (661)64D-0800 FACSIMILE (661)640-0576 STATEWIDE PHONE (800) 226-4807 STATEWIDE FACSIMILE (800) 741.0576 a