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HomeMy WebLinkAboutSUBMITTED PAPERS_ y _ ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: SCANNED Permit Number: BY St. Lucie County F CNOW Building Permit Application JUN 12 Planning and Development Services Building and Code Regulation Division PERMITTING.+. 2300 Virginia Avenue, Fort Pierce FL 34982 St. Lucie_ c n ,, Fh 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 PROPOSED. IMPROVE• ENT,.L'OCATION: Address: 3 H IC161ev ivp-r D(z e F�, 3 Legal Description: `4i 0DL'l0 R.iyeR ES-1-4q7� bZ-K I ibT 9 C A 51P54-34o3 Property Tax ID#:.5Li'j7 -go[- ODIC) -POD-S Site Plan Name: pps-r , LV-L, D006 p Project Name: C Ds7—( Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION 0F�WeORK �[ eoC1vSL.LP.-e, Utz NEw Qoo(t ,l�s t k Lot No. 1 Block No. -I— CONSTRUCTION INFORMATION itiona wor to e performed under tispermit-checka apply: 0HVAC E]GasTank ❑Gas Piping rl _Shutters ❑Windows/Doors 11Electric ElPlumbing ❑Sprinklers El Generator 11 Roof Total Sq. Ft of Construction: Cost of Construction: $ ?; % O D 00 S �Ftj. of First Floor: _ Utilities: l� Sewer ElSeptic Building Height: OWNER/LESSEE: CONTRACTOR:. Name b.LLU d-0 fu Obi' Name: Vincent T. Tripod! Add,s:j� CDP�L. ReP T Company: Tripod Aluminum, Inc. City: State: F(-- Zip Code:_Li $ 3 Fax: Phone No. Address: 6915 Vickie Circle 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 nextpage (if different from the Owner listed above) E-Mail: Mariene@tripodaluminum.com State or County License: SCC131151011 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTALCOf�S7iUC7ION�,� h v' DESIGNER/ENGINEER: _ Not Applicable Name: Aluminum screen Design MORTGAGE COMPANY: Name: _ Not Applicable Address: 5200 vinelmd Road Suite 250 Address: City: onando State: FL Zip: 32811 Phone: 407-5243300 City: Zip: Phone: State: FEE SIMPLE TITLEHOLDER: _ Nat Applicable Name: BONDING COMPANY: Name: _Not Applicable Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie Countty� 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, wails, 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 _Sign re of Owner/ STATE OF DA COUNTY OF The forgoing i ument was acknowledge }7efore me \this day o20 by (Name o person acknowledging ) Personally Known OR Produced Identification Type of Identification Commission No. Revised STATE OF FI COUNTY OF The forgoing' rument was acknowledged bef re me this Gl day o 20 G II low �� I.T (Name of person acknowledging) (Signature of Notary P liciyate of Florida) Personally Known OR Produced Identification Type of Identification PrgdUeg NotarI - Stale of Florida (4j Commission No. My Comm. Expires Jun 7, 2016 [nl Commission # EE 205818 ,IA LENE L. JONES Not 51j�0 110 - State of Florida My Comm. Expires Jun 7, 2016 Bonded Through National Notary Assn. REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS f t JOSEPH E. SMITH, CLERK OF THE CIRCUIT Cr,,, r - SAINT LUCIE COUNTY FILE # 4087913 OR HOOK 3764 PAGE 390, Recorded 07/02/2015 at 02:58 PM Permit No. Stae,of0odda CountyOSLLucie NOTICE OF COMMENCEMENT Tax Fotb No.L�54a7 -'1y i ' DAI A - ("j-$ The undersigned herebyglves notice Nat Improvement will be made to certain real property, and in accordzncewlth Chapter 713, Ships Stamm, the following Inform don Is provided in this Notice W Commencement. 185 Sweqlifappiiable,awpyoftMpaymentbondisattachedl:amountofbond:5 l.1k14- Name and addresr. Phere number: Lender Name: 1\P� phone Number: Wiseesaldnew Peasonswlthin the Rate of Nwida designated by Onsamr upon whom rmticu or When dowmems may basweed as provided by Section 7t3 tH11 falls., Florida 4ataQes: Name: A11� Phone Number. Address: RECORDING YOUR NOTICE OF COMMENCEMENT. Under peuhy of perjury, I declare that I have read the fmping nonke W commencement and that the fazb stated therein are tone to the best W my bnowledee and belief. •' p� me Ir tvrc of Owner wlesse,.,p ees wlesxe's Alnhotlaed OMper/DireFaor/Panner/Manager ISigiutaryi Rtk/OfP¢¢) LOO/LOO'd AOL# Zb:bl SLOZ/LO/LO LOSE BZL LZC wnulwniV poCljl:woaj From:Tripad Aluminum 321 729 9507 07/08/2015 13:42 0110 P.001/001 JOSEPH ' . SMITH, CLERK OF THE CIRCUIT .?T — SAINT LUCIE COUNTY I BILE 4 4087913 OR 1300K 3764 PAGE 390, Rerozded 07/02/2015 at 02:58 PM � Permit No. _ State of Florida Couni'm St. loci¢ NOTICE. OFCOMMENCEMENT���� Tax Folb NpLi.e7.7''7D I- D610' The undersigned hereby lnotice that imprwement will be made to certain real property, and in accordance with Chapter 713. Florida Statutes, Me following Information Is provided in this Notice of Commencement. Sufetyld applicable, a cowof the payment bond is attached): Amount of bond:$ VAkPr w reel nd addrep: phone number lender'sacidren: Persons within Me State of Ffodda designated by Oymer upon whom rakes or other documems may be served as provided by Se nhan 713.13(l) (all'., Florida Sbtiges: Name: Phone Number: RECORDING YOUR NOTICE OF COMMENCEMENT. NWerpenaltYol perjury. ) declarethat I haw read the foregoing notice of commencementend that the IattsstatedtMrein am tmetethebest of my lnowiedn and belief. UI cum M Owner or w me, or Owner's or Lemes out handed Officer/Dlrenortyamner/Wrefer (9gnaro Ns TidelOxiee) v From:Tripod Aluminum 321 729 9507 O7/O6/2015 13:51 #105 P.001/OO1 RECEIVED JUL / 6 2015 July 6, 2015 St. Lucie County Building Department 2300 Virginia Avenue Fort Pierce, FL 34982 Attention: William RE: Post Permit Application — Requesting removal of Concrete from Application To Whom It May Concern: We have submitted a permit for the Post residence, located at 663 Hidden River Drive, Port St. Lucie, FL 34983 At this time we are requesting that all references to concrete work being done by Tripod Aluminum be removed from this permit application. Louden Pools is building the pool that our enclosure is going on top of, and they are performing all concrete work. Thank you for your assistance in this matter. Should you have any questions, please do not hesitate to call me at the number listed below. Regards, Marlene Jones Permitting Depart t 6915 Vickie Circle Melbourne, FL 32904 321-729-9695 07/08/2015 15:03 #0233 P.001/002 Volumetric Concrete Dispenser Mix Design Worksheet WNER — MOW Crete Technologies _ Unit Serial# N91-85R O R MIX DESIGN (This sheet must be filled out for each mix design) IV DESIGN 3000 psi PM Date 6/8/2015 (max a cTatticmrs) Ilaterials of one cubic yard: :ement 600 LBS. 100% Cement Discharge Speed 102 I Counts per Bag of Cement ( in percent) :ement 6.4 BAGS 1.61 Cubic Yard Discharge Time (Minute) Aggregate Name Aggregate Pounds of # Desired Aggregate Name Aggregate rower t. z, a. or a) 1 Pea Rock Aggregate 1 1 Pea Rack 950 2 Ortona Sand Aggregate 2 2 3 Rock#67 4 0 Color OUNCES Fiber Chopper _ Low, Nfid, or High Sys Dilution OzJbag Admix # 1 I I Admix#2 Admix # 3 I f (Mid Range awyilable on 130. 150.8 2D0 Series units only) I. Determine the count per cubic yard. Orton Sand 1903 Pounds per Yard 6.4 bags/cubic yard x 102 counts per bag = 649 count per cubic yard. 2. AGGREGATE 1: Divide the lbs. of fine aggregate per cubic yard by the count per cubic yard. 95o lbs, fine aggregate divided by 649 counts per cu. yd = 1.46 lbs. per count. GATE SETTING (from graph) 3.1 3. AGGREGATE 2: Divide the lbs. of coarse aggregate per cubic yard by the count per cubic yard. 1903 Ibe, coarse aggregate divided by 649 counts per cu. yd.= 2.93 lbs. per count. GATE SETTING (from graph) 5.7 Description 3000 psi PM Total 649 Counts I Cubic Yard Cement 0.93 IbsJ Count Dial Aggregate 1. 1.46 lbs.! Count Setting Owmin Aggregate 2 2.93 IbsJ Count Admix # 1 ERROR 0.0 _ 'Water 0.87lbsJCount Admix ERROR OA Aggregate 1 Gate 3.1 Admix # 3 ERROR 0.0 Aggregate 2 Gate 6.7 Color• #DIVMI 0.0 Water Motor 42 Fiber Chopper #DIV/01 0.0 At this point we recommend that you run a 114 yard yield test You must have a box that is 114 cubic yard. You ran build one with intemal dimensions of 36 x W x 9". You start the unit producing concrete. Stop both the conveyor and mixer at the same instant Set the 1/4 cubic yard yield box under the, discharge. Start the mixer and conveyor at the same time. Run the unit to the amount indicated for 114 cubic yard (1/4th of the meter count per cubic yard from step 1). Shut off the mixer and conveyor at the same Instant. The box should be full. It may be necessary to adjust the aggregate gates slightly to adjust the yield: 114 Yard Count 162 . if you have a water recording meter your lbsJCount will be approximatey 1.0426. SRM 00-t D V W 07/08/2015 15:03 #0233 P.002/002 Volumetric Concrete Dispenser Mix Design Worksheet OWNER _ Mobil Crete Technologies Unit Serial # N91-83R 'OU DESIGN (This sheet must be filled out for each ma design) IIX DESIGN _ _ 3000 psi PM Date elt3/2015 (max a cNvadem) M1ateriats of one cubic yard: :ement 600 WS. 100% Cement Discharge Speed 44 Counts per bag of Cement (In Pen;erd ) :emerrt 6A BAGS 1.99 Cubic Yard Discharge Time (Minute) Aggregate Pounds of Aggregate Name # Desired Aggregate Name Aggregate <enterl.2. a, rral i Pea Rock Aggregate 1 1 Pea Rack 950 2 Ortona Sand Aggregate 2 2 3 Rock #67 4 0 Color OUNCES Fiber Chopper Low, Mid, or High Sys Dilution Oz/bag Admix # 1 I Admix#2 I Admix#3 (Mid Range available an 130, 150, B 200 series antis only) 1. Determine tho count per cubic yard. Ortom Sand 1903 Pounds per Yard 6.4 bags/cub)cyard x 44 counts per bag = 281 count per -cubic yard. 2. AGGREGATE 1: Divide the lbs. of fine aggregate per cubic yard by the count per cubic yard. 950 lbs. fine aggregate drvided by 281 counts per eu, yd_= 3.39 tbs. per count. GATE SETTING (from graph) 2.8 3. AGGREGATE 2: Divide the lbs. of coarse aggregate per cubic yard by the count per cubic yard. 1903 lbs. coarse aggregate divided by 281 counts per cu. yd = 6.78 lbs. per count GATE SETTING (from graph) 4.1 Description 3000 pal PM �� Total 281 rZuml / Cubic Yard _ Cement 2.14 lbs./Count Dial Sett(ng OzlM1n Aggregate 1 3.39 IbsJCount - _ Aggregate 2 _ 6.78 IbsJ Count Admix # 1 ERROR 0.0 _ _ *Water 2AS Ibs;JCount Admbr02 ERROR 0.0 Aggregate 1 Gets 2.8 Admix # 3 ERROR 0.0 Aggregate 2 Gate 4.1 color #DN/0! 0.0 Water Meter 42 EiberChopper_#DIV10I .. 0.0 At this point We recommend that you run a 1 /4 yard yield test You must have a box that is 1/4 cubic yard. You can build one with internal dimensions of 36" x 36" x 9". You start the unit producing concrete. Stop both the conveyor and mixer at the same instant. Set the 1 /4 Cubic yard yield box under the discharge. Start the mixer and conveyor at the same time. Run the unit to the amount indicated for 1 /4 cubic yard (1 /4th of the meter count per cubic yard from step 1), Shut off the mixer and conveyor at the same instant The box should be full. It may be necessary to edJust the aggregate gates slightly to adjust the yield. 114Yard Count 70 - If you have a water recording meter your IbsJCount will be approximately 1.0425. SRM MAO NOTICE OF CCOMMENCEMENTENCEMEN` Permit No. — c® PTax Folio No.;;�4o21r�JJ State of Florida 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 information is provided in this Notice of Commencement. of Property: (and street address 151 983 General description of improvement p8\ C.}J�CgtaQJe. • fiz r y 1 �� Owner informLation or Lenee information if the Lessee contra(((�Qd for the improvement: Name (.11t.A M lmsx PCV_,gk i`tJL:,n R MIT- _ Address .JAL2�) tOLA&g R\Ve.r_ iD4ge Pntz-t- cJR' F Interest in property: rnt t0 e-9— . Name and address of fee simple titleholder (if different from Owner listed above): Contractor Contractor Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ VA (,r- Name and address: Phone number: _ Lender Name:_ Phone Number: Lender's address: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1) (a)7., Florida Sta[u{es: ._ Name: i� Liat' Phone Number: Address: In addition to himself or herself, Owner designates of Lienor's Notice as provided in Section 713.13(1) (b),'Florida Statutes. Phone number of person or entity designated by owner: to receive a copy of the Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the m contractor, but will be 1 yearfrothe date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION 0FTHE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,. FLORI DA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IFYOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMEN 0NG 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 facTstated therein are true to the best of my knowledo and belief. ` i--1 _ Owner or Lessee; -or Owner's or Lessee's Authorized Officer/Director/Partner/Manager (Signatory's Title/Office) The foregoing Instrument was acknowledged before me this �dayo /� ULP_ 2Q %%PL By. L(14A )' ._ �U 5 / as Ub e ? for ��. Name of P rs Type of autho ity e. o is Party& behalf o whom instrument was executed ADJOAk,,.����,` , MARLENE L. JONES p°� , H, Notary Public • Stete of Florida ersonally known_ or produced Identification_ (Signature of Notary _ tic -State of Florida a .c My Comm. Expires Jun 7, 2016 ra---'',, f�� (Print, Type, or Sta ommissioned Name f, Ic) Commission 8 EE 205818 pe of Identification produced F' l 'y li•�- "�ep;;;$``� Bonded Through National Notary Assn. �y, ,;OEALED FASTENERS OR ATTACHMENTS ARETHE RESpONSiBII!il' OF THE MNTRACTOR OF RECORD *Plan Types: ❑ Screen Room 0 Pool Screen/Cage ❑ Car Port ❑ Patio Cover Other: /SO4 O 2$p ST. LUC-T COUNTY BUILDING DMSION Y REVIER'ED FOR CO,CE ;--..a. REVIEIVED EY ' ` -I ! ' DATEry' PLANS AND PE T ICEP1 OB NO INSPECTION 1VILL BE h1ADE tom'' jl- '' e THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. *Reference: Post News Revision ❑ Date: 615115 *Project Address: 663 Hidden River or, *City: Port St. Lucie *Contractor Name: Tripod Aluminum,lnc. *Address: 691.5 Vickie Cir `City: Melbourne *Zip Code: 32904 * P h o n el Fax: 321-729-9695 *Email: Thad@TripodAluminum.com *Choose One: Mail ❑Pick Up ❑ Fed Ex*❑✓ 2 No of Copies *(F=,1' Fedf-x option go to t4tt^,c'.tllURlltai.lSc'd'erI1C1P51.gIt.C'17rt1 and provide FedEx account «� * Payment: Check❑Credit Card C)'t•({il CaRl rl[)Llnll go in itltl:', a I Ulu f nuillsk Ce`('Edti ign. vom to [rR' bP Credit rand) I'.n inooriitg prtIparod by: 4i P , S = 475FCON � 1nC PG=n Stxt. ��0 6rta=lr:c'c, ' , 3 0 1 '.?� ' L1r ��0 3''(t (eli 407 72 t 229 Ultimate Wind Speed (mph): 150 Exposed Category:'C Risk Category: Screen Room:. Insulated ❑ Pan Roof ❑ Fascia ❑ Walk Block ❑✓ Conventional ❑ Uprights. X- Top Plate _X_ Kick Plate Pool Screen/Cage : Dome❑ Gable❑ Mansard Gutter❑✓ Wall: Block ❑ Conventional❑. Beams 2 X5 Uprights 2 X4 Purlin 2' X2 Car Port: Insulated❑ Pan❑ Fascia ❑ Wall: Block ❑ Conventional ❑ Beams X_ Post X_ Patio Cover: Insulated ❑ Pan❑ Fascia ❑ Walk 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, f, nctaJeEthir'p tot the more stringent dimensions and member sizes prior to ordering materials. fabrication and/or construct! s 1P the general notes and design standard. EALUMINUM SCREEN DESIGN General Notes & Design Standards The following are general design standards. More stringent design standards may be noted on the plans. Inthe ,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. Desien Codes: Florida Building Code 2010 Aluminum Design Manual 2010 ASCE 7-10 Desien 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 I 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 �� COPY 5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529- 3 www.aluminumscreendesign.com ■NNASALUMINUMSCREEN DESIGN wf u+'tllv.+r wuxh uci.ke. fiett+n o-c,eriq �� Structural Aluminum: Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice fof aluminum design. _.. `' • -f ti`', 13.E 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 pfotected-with powder cdated-or"ESP-paint or alkali--Tesis3ant 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 "e, 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 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%" Reinforcine Steel: Conform to ACI 318 and 315, Latest edition All reinforcement steel shall be ASTM A615 Grade 60. Smooth dowels & ties shall be ASTM A185 Welded Wire Fabric shall be ASTM A185 or A82 (Flat sheet). Deformed bar anchors shall be ASTM A496, Grade 70 Cover: Footing 3" Washer: Washers shall be used under bolt heads and under nuts. Hole Alienment: Poor matching holes must be rejected. Contractor shall prevent holes from drifting and distort the metal. All chips and foreign matter between contacting surfaces shall be removed before assembly.. 5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-521FILE COPY www.aluminumscreendesign.com 1 1111��� ■®AS ALUh41t+WA SCREEN DESIGN 4n.nr u,v G .o<1-y'a t.ecn p. nxc•crp Cables: Contractor shall provide a minimum 1/8" diameter stainless steel cable fie down at side and rear wall`s',,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 ft2 with bottom each end of cables secure to concrete slab with a minimum 3"ASTM A-36 steel clip with 2-1 Y2" z %4" tapcons or equal. Beams & Uprights: In the event of a conflict with the values in this table and the site specific plan, the contractor must utilize the more stringent dimensions and/or member sizes between the site specific plan and the below applicable span limitations prior to ordering materials, fabrication and/or construction. 250 MPH PRIMARY BEAMS &COLUMNS -SCREEN& PATIO ROOM ENCLOSURES ROOFPANEIS eea za Max Beam Span & Max Column Spacing Column-Soe Max Column -Height Pan RoafSpan Insulatedgaaf Span 2X3 6'-0" 2X3 7'-0" 3'spansll'-s' 3"Spansl2-9' 6'Spans l6'-11' 2X4 6'-0' 2X4 7-0' 2X5 9'-0' 2%5 PRIMARY ROOF MEMBERS -POOL CAGE ENCLOSURES ROOF PANELS SIZE Roof Span 'Maximum Beam Spacing=6'-0' Roofspan 'Maximum Beam Spacing -6'-9' RmfSpan 'Maximum Beam Spacing -7-2' Pan Roots an Insulated Roof Span 2X4 16'-3' 15'-3- 12'-6" 3'Spam 21'-s' 3'Spam 12'-9' 6' Spans 16'-11" 2 X 5 21'-0" 20'-0' 17'-6' 2X6 24'-3" 22'-0" 70..9" 2 X 7 2&-0" 23'-a' 23'$ 2 X S W-01 26'-9' 28'-6" 2X9 SX-0' 30'8' 30'-0' 2 X lO 35'-6° 33'-11- 33'-6" Upright -Pool Gage Enclosures Upright 150 MPH SIZE Height 2 X 4 10'-3" 2 X S 12'-3" 2 X 6 13'-3" 20 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) 407-52,70E COPY www.aluminumscreendesign.com POST MANSARD POOL ENCLOSURE 663 HIDDEN RIVCR DR. PORT ST.-LUCIE, FL, ISO MPH EXP.0 NEW POOL CONSTRUCTION W/SLAB Ix. �J x 2x2\� 1.2 I 2.2 I4 2.2_ W 2.a2 Ix2 2x2 Ix2 2x.2 f h Zx2 2x2 2C 2x2 2xa Ix2 Ix2 Ax 2x2 ` 2x2 4, _ 2x2 I 2x3 2x2 _ 2x2 _ 2x2 2.2 2,2 N 2x2 1x2 C W \ 1.2 2x2. N2 2O LC A3 1,2 V.A 2,1 Ix2 Ix2 Ix2 / Pibie 11 S M.N. Doer^ ^ 24 2x3 - 2x2 N2 x I� ry n 3V MANSARD RISE 28 78 78 28 '6 69 2x2D1 2x2D1 2xA ALT. Dour ALUMINUM SCREEN DESIGN 8" WIDE GUTTER BRACKET W/ (4) 1/4" X 3" LAGS & (2) # 10 3/4" rwrrn cnn�m nc rri�-rcn BEAM TO FASCIA SEE GENERAL NOTES & DESIGN STANDARD FOR ADDITIONAL AG '4" O.C. PURLINS ATTACHED TO BEAM W/ (4) # 10 2" SMS • • ti NOTES • 1. GUSSET DIMENSIONS ARE MINIMUM K 8" 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 IX2 ATTACHED TO BEAM W/ (2) #IO 2" INTO BOSSES. 2X2 ANGLE IS ATTACHED �/ 1X2 REC. CHANNEL W/ TO BEAM W/ (4) # 14 3/4" & TO GUTTER 3/4" SMS PER SIDE ® p W/ (4) # 14 2" THRU 1X2 • p BEAM TO WALL ® • • • m i 2X2 IS ATTACHED TO STRUCTURE W/ • • ® • • • 4" X 1/4" TAPCONS (# 14 4" IF TO WOOD STRUCTURE) 6" FROM ENDS 24" O.C. • • • • • • • 2X2 ANGLE IS ATTACHED TO BEAM - • • WITH (2) # 14 1" & INTO BLOCK WITH . 2-1/4" X 1/4" TAPCON RR ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICILI iE V ON �r ALUMINUMSCREENDESIGN METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF I I/8" EMBEDMENT DEPTH 5200 ,VEI L' l;',RD, ' ' SUITE 250 @YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2010 EDITION OR 32811 PHONE #: 386-320-0256 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALLWIFHSTAND ULTIMATE WIND (?+ j. .' _ ,. 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 B p,.� .., • # 47SO9 FAX #: 888-923-8181 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION FROM CONSTRUCTION PLANS :.-- - 93 O93 O CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER . r" ALUMINUM SCREEN DESIGN DOOR FULL OR DOOR JAM STANDARD 2X3 POST OR DOOR JAMB iJ tOn 02 HINGE DOOR n O z y EACH DOOR IS SCREWED INTO UPRIGHTS WITH 414 3/4" SCREWES 24" O.C. SLOPED PURLIN CONNECTION DETAIL 2X2 TOP PLATE IS ATTACHED TO 2X2 PURLIN WITH (2) 410 3" THRU BEAM INTO PURLIN EMBOSS �,�/ IN : 2X2 ANGLE W/ (4) E SID \P LOCK TO 2X2 TOP PLATE : I INTO EACH MEMBER PER SIDE 2" X 6" PLATE W/ (4) # 14 3/4" FRONT WALL TO BEAM SMB BEAM IS NOTCHED OVER UPRIGHT IX2 SNAP LOCK TO 2X2 TOP PLATE IX2 FASTENED TO UPRIGHT W/ W/ 3/8" THRU BOLT W/ LOCK NUT ALUNIINUMSCREENDESIGN.COM DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALUMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH @YAHOO. COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2010 EDITION PHONE #: 3 86-320-025 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 11 FAX #: 8 88-923 -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 DEL-THOMPSON L w. t50 AID ,Ji L 32811 •# 47509 A 1 n AAn A UMINUM SCREEN DESIGN SEE GENERAL NOTES & DESIGN STANDARD FOR ADDITIONAL 1/8" THICK ANGLE BRACKET ATTACHED TO UPRITE AND GIRT WITH (6) #14 1" 5/16" 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"XI/4 TAPCONS ` 1 COMPRESSION EACH CABLE WILL SUPPORT 227.5 SQUARE FEET OF WALL AREA 45 DEGREE NIIbIIMUM CABLE DETAIL I K BRACING DETAIL 118" STAINLESS STEEL CABLE 12' TO 14' olm l�y-S 1" X 4" PLATE W/ (3) 414 3/ NTO EACH MEMBER TYP. 4" X 4" PLATE W/ (3) # 14 3/4" INTO EACH MEMBER TYP. 3"A.S.T.M. A-36 STEEL CLIP WITH 2 1-12"Xl/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 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 ALUM N MSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 0 ALLI IINUMSCREENDE' SIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH '° .050 @YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2010 EDITION 3 811 PHONE #: 3 86-320-0256 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 H r' „E. #-47509 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 '°.�'- „C�3093 0 ALUMINUM SCREEN DESIGN SIDE WALL DETAIL IX2 1X2 SNAP LOCK TO 2X2 TOP PLATE �=X 4Ah a SIDE WALL UPRIGHT m k> a a � => x QOp "j � C) y0 U 0 O O ay z SEE GENERAL NOTES om a E & DESIGN STANDARD a FOR ADDITIONAL INFORMATION 2X2 1X2 BOTTOM PLATE IS ATTACHED 1X2 BOTTOM PLATE IS ATTACHED TO TO CONCRETE WITH 2.1/4" X 1/4" UPRIGHTS WITH CAPRI CLIP WITH (4) (5" X 1/4" IFTHRU PAVERS TO FOOTER) #14 3/4" OR BLIND SCREWED WITH (2) TAPCONS 6" FROM ENDS 24" O.C. #10 2" PER SIDE CHAIR RAIL & KICK PLATE DETAIL, 2X2 CHAIR RAIL IS ATTACHED TO BEAM WITH (4) #10 2" PER SIDE KICK PLATE IS ATTACHED TO STRUCTURE WITH #14 3/4" 6" FROM ENDS 18" O.C. SELF MATING UPRIGHT DETAILS TT SHALL BE STITCHED X 3/4" SELF TAPPING 5 12" O.C. TYP. 1X2 INTERNALLY SCREWED THRU 2=1/8" ANGLE TO UPRIGHT W/ (2) #10 X 1-12" FASTEN 1X2 TO CONCRETE W/ 3" X 1/4" (5" X 1/4" TAPCONS IF THRU PAVERS) (# 10 2" IFTO WOOD DECK) SCREW CONCRETE ANCHOR (2) #14 1"PER SIDE & 6" FROM UPRIGHT 24" O.C. 12' BOLT W/ LOCK 1, MIN 4" SLAB 2500 PSI CONCRETE W/FIBERMESH , ALUNINUMSCREENDESIGN.COM DESIGN STATEMENT ALUMINUMSCREENDESIGN ALL TAMETAL IS .046 THICKNESS OR GREATER, ALLOY IS'6005-T5 �0� sa RD. PCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH 250 @YAHOO. COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2010 EDITION �. �I ' '' 2811 PHONE #: 3 86-320-025 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 ll 4%509 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 _ , C\ CA#3 0930 ALUMINUM SCREEN DESIGN 2X2 POST .046 OR GREATER HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL o• w 36- 2 HINGE D00 EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.C. AHOO.COM #: 386-320-0256 AX #: 888-923-8181 FILL IN DETAIL .TOM DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH BOTTOM PLATE IS ATTACHED TO ©CONCRETE WITH 2-1/4" X 1/4" TAPCON (5" X 2-1/4" IF THRU PAVERS) 6" FROM ENDS 24" O.C. ALUMINUM FRAME IS ATTACHED ® TO BLOCK WITH 2-1/4" X I/4" (#10 2" IF TO WOOD STRUCTURE) 6" FROM ENDS 24" O.C. 2X2 ANGLE IS ATTACHED TO C ALUMINUM FRAME WITH 2 #10 1" & 12-1/4"X 1/4" TAPCON PER SIDE CHAIR RAIL & UPRIGHTS ARE ATTACHED WITH EITHER: O BLIND SCREWED WITH (3) 410 3", CAPRI CLIPPED WITH (4) #10 1"PER CLIP BLIND CLIPPED WITH (4) 910 1" PER CLIP O KICK PLATE IS ATTACHED TO STRUCTURE WITH#10 1" 6" FROM ENDS 18" O.C. 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 CAISK 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 a FQ ALUMINUM SCREEN DESIGN NEW CONCRETE 4" THICK 6" THICKENED EDGE 3000 PSI ALUNM% UMSCREENDESIGMCOM ALUMMUMSCREENDESIGN @YAHOO.COM PHONE #: 386-320-0256 FAX #: 888-923-8181 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 -4, 50 FL 32811 U..# 47509 GA#30930 xrN xAa l A srr AND asr bow 6 am (NAw ID--GWEENNMCAnW La - UCENSCD BUSINESS FFE - BNISN AL &"AMX! R RADIUS L LENDIN D a DELTA =I rwxo ax 4- mNrvnr �I NoxuurNr as 6Tm) NAIFR NEW stunt rANx u ecocK ' ' B 0 UNDAR Y SURVEY '91.78' 1;^A n 6' uam 6Asv Nr x 6• e r OB6 1 w f FLQQD Z £ AE' y A aN 9 � s �I 40T OCK 1 r 1I Asa' N89 4708 . .� smrrc rAvt n II Z = Rm !No L¢l6 LOT 10 BLOCK 1 u io'66rencr FSArR° 6' um; Nr 36.46" Cal �TTµµ�Noo d 1 �¢NarLi�r Ae:6rsD, � Q I y y V �, i 'I�`� K - 3411 ,3" R aL.�� yi¢6 lLA k O- a ^ CER77RCAAM: 1. O.R. POST & L.M. BUTCH' POST 2 GROZA BUILDERS, INC SURVEYORS' CD? MCA 710N.- N1IN. 0CIDFjl6h 9Lur FRONT _ �trDES CNR SIDES 4 REAR _ 2_ ZNG. �110 TECH. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID RITHOUT THE SIGMA 77JR£ AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. S _ 1---- -- ROB£RT BLOCMSTE7 LIT. PROFESSIONAL LAND SUR YOR NO 4134 STATE OF f7.ORIDA LEGAL DESCRIPAON.- LOT 9, BLOCK 7, HIDDEN RIVER ESTATES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 18, PAGE 14, OF THE PUBLIC RECORDS OF ST LUCIF COUNTY, fZORIDA. SURVEYORS N07F,£ 1. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS OF WAY OF RECORD EXCEPT AS SHOWN ON THE RECORD PLAT IF ANY. 2. NO ATTEMPT WAS MADE BY THIS FIRM TO LOCATE UNDERGROUND FOOTINGS OF BUILDINGS OR FENCES ON OR ADJACENT TO THIS SITE 3. BEARINGS SHOWN HEREON REFER TO AN ASSUMED MERIDIAN OF S0072521£ ALONG THE C£NT7RUNE OF SE HIDDEN RIVER DRIVE. 4. THIS SITE LIES IN FZOOD ZONE :V' AND AV(SASE 6.0) AS SCALED AND INTERPOLATED ON FEMA MAP NO. 12111C-0290-J, DATED: FEBRUARY 16, 2012. 5 SITE AREA: 2242LBO SQUARE FEET. 6. LEGAL DESCRIP77ON FURNISHED BY CLIENT. 7. ADD177ONS OR DELE77ONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PAR77ES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE S/GMNG PARTY OF PAR77ES B BEARINGS ANGLES AND DISTANCES SHOWN HEREON ARE BASED ON PLAT, UNLESS OTHERWISE SHORN. 9. OWNERSHIP OF FENCES SHOWN HEREON, IF ANY, IS NOT ADDRESSED BY THIS SURVEY. 1D. EL£VA BONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERBCAL DATUM OF 1988, AND REFERENCE ST LUCIE COUNTY BENCHMARK 5011- ELEVA 77ON 12.09" (NA VD 88).. 11. CITY WATER AVAILABLE. 12. THE MEAN HIGH WATER ELEVA RON AS SHOWN HEREON WAS ESTABLISHED BY EXTENDING THE CLEV477ON SHOWN AT MEAN HICY WA7ER INTERPOLA 77ON POINT NO. 934. WE