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HomeMy WebLinkAboutSUBMITTED PAPERSz, 73 OFFICE US FI ONIpY: Date: Fee Due: 0z) Receipt# C Permit # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 772-462-1553 Ile /e C APPLICATION FOR ALUMINUM STRUCTURES PERMIY ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 1�2055*tjzo,91kfe 0,1Lfte P5L-6L 2. PROJECT NAME: SITE PLAN 'NAME: 3. PROPERTY TAX ID #: 8Q2 00(0-7 CO-0-42, 4. LEGAL DESCRIPTION (attach extra sheets if necessary): 5. PLAT BK- PAGE BLOCK LOT- too 6. PARCEL SIZE: ACRES/SQ FT. LOT DIMENSIONS 'K 7. SETBACKS (ACTUAL) FRONT: BACK: IV. k3RIGHT SIDE: LEFT SIDE: 8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE) N=New z-&CL.--,5Slab on Grade SQUARE FEET OF TYPE OF CONSTRUCTION A = Addition SR = Raised Slab DIMENSIONS CONSTRUCTION R = Rebuild WD = Wood Deck SCREEN ROOM Q NEW 0 EXISTING ❑ CARPORT/PATIO ROOF El NEW El EXISTING -9" )4v 6-e-- fsx-4-444:! ❑ HABITABLE GLASS ROOM ❑ NEW 0 EXISTING X U. 5 i'A El CAT 1, 2 OR 3 SUNROOM El NEW El EXISTING X El ALUMINUM COMP. SHED ❑ NEW ❑ EXISTING X V11 ff A f El 'POOL ENCLOSURE ❑ NEW ❑ EXISTING X El M H ROOF OVER 1:1 NEW El EXISTING X ❑ ROOF SYSTEM OVER ❑ NEW 1:1 EXISTING X EXISTING ACCESSORY STRUCTURE El OTHER: El NEW 0 EXISTING X ❑ ALUM POOL FENCE Linear feet TOTAL SQUARE FOOTAGE OF CONSTRUCTION 9. VALUE OF CONSTRUCTION: $ J iJOD , 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 $2500 or more, a RECORDED Notice of Commencement must be submitted PRIOR TO FIRST INSPECTION. SLCCDV Form No.: 001-02 Rev.0412612010 1 — %' WINFORMATION "� , f �f-fLL 9 Do �IQ G�._.L/U : 2 S SOMOP/Me (1,19tt r ,/ E$-L STATE: i— J ZIP rr L175,5500 AYTIME): (� `'t 75 ' 5Do EMAIL: rADDRFSS: AME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM ER LISTED ABOVE: LE TITLEHOLDER: : CITY: STATE: ZIP PHONE (DAYTIME): CONTRACTOR INFORMATION n I STATE OF FLORIDA REG./CERT #: t-,U o� rS! ST. LUCIE COUNTY CERT BUSINESS NAME: JA P0k 'W XACTdl -I > QUALIFIER'S NAME: JQMeS jeAl/ (Al ADDRESS: /356 CoMMer'-No-1 6 f a c, Unl fJ�D CITY: 1CT P/ercei STATE: F1 ZIP PHONE (DAYTIME): l /kk(p77� FAX NO. -J-D S�Z52 email: ARCHITECT/ENGINEER: Su nCea51 A /"C �np //� e j'//1 q U- G ADDRESS: 1306 S_6Lhusr Nodh Sul & to CITY: cAlear ahm STATE: P / ZIP 33%lD o PHONE (DAYTIME): R-7c s3oZ 9OOD NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING, AND HVAC N ZONING REQUIREMENTS All such 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) SECTION TOWNSHIP RANGE MAP NO. Additional ZONING S (1 LAND USE LOT CVG % Permits Re uired REPORT �� BIMS FEE MISC FEES TOTAL FEES CODE a . wv,+0.xv s. .., w, yews• ,.. , • FRONT PLANS VALUE OF CONSTRUCTION REVIEW COUN R ZONING SUPERVISOR EXAMINER VEGETATION USING ICC TABLE DATE COMPLETE 6 INITIALS CERTIFICATION: 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 existence prior to rejnovai-y the storms. _ COUNTY OF (J1— I A _r—i k_— The foregoing instrument w acknowledged before me me thi� day c 20 T who is personally known _�__ to me, or who has produced as Notary Public State of Florida Terry $%*es My Commission FF 118926 Expires 0511812018 IMPORT. §,�PKTE OF FLORI A COUNTY OF ��G The foregoing instrument was acknowledged before me me this � V"day of by -�_ J6 ryi-e-S —gy-lA vt who is personally known ISO to me, or who has produced -41 Notary Public StatrAMIrida Grimes ¢ My Commission FF 118920 Expires 05118/2018 • TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNERBUILDER, THE OWNER MUST PERSONALLY APPEAR, IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION, TO SIGN THIS APPLICATION & THE OWNERBLDR AFFIDAVIT. 0 ALL SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL, SIGNED IN INK. COPIES, 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 AVAILIBILITY, IT WILL BE VOIDED. IF THE APPLICATION IS RESUBMITTED, AN ADDITIONAL FEE WILL BE CHARGED. 'Planning & Development Services Building B.Code Regulation Division 2300 Virginia Avenue Fort Pldree, FL. 34982 Phone:(772)462.2172 Fax:(772)462-6443 PROPERTY INFORMATION Address: 8285 Sandpine Cir City / State / Zip: Port St Lucie, FI 34952 Parcel #: 3426-703-0067-000/2 REVIEW COMMENTS Page 1 Owner(s): Donna E Berwick / Michael C Berwick Jurisdiction: SAINT LUCIE COUNTY Zoning: PUD Lot#: 53 Block: APPLICATION INFORMATION Permit Number: 1405.0412 Stories: Automatic Sprinkler System? No Permit Type: SCREEN RM/CARPORT(NON-ALUMINUM) - NEW SLAB CONTRACTOR INFORMATION Contractor Name: James R Brann Fax Number: 772-465-3252 Business Name: The Porch Factory Llc Email: Admin@Theporchfactory.Com Business Addr: 7356 Commercial Cir Unit 4 City / State / Zip: Ft. Pierce, FI 34951 REVIEWS AND COMMENTS Review Type Status Reviewed By Date Started Date Com I_ u eted Date Released FRONT COUNTER REVIEW COMPLETE Lashahna Ingram 5/2912014 5/29/2014 5/29/2014 Comment: PLANS EXAMINER REVIEW INCOMPLETE Ed Roseberry 6/13/2014 6/13/2014 Comment: PLEASE SHOW CORRECT DESIGN WIND SPEED FOR PROJECT IN DESIGN CRITERIA. ZONING REVIEW PENDING Lydia Galbraith 5/30/2014 Comment: PLOT PLAN, APPLICATION AND BUILDING PLANS HAVE CONFLICTING INFORMATION.BASED ON THE 5/30/2014 EXISTING NUMBERS ON THE SURVEY THE TOTAL CONCRETE OF THE SCREEN ROOM SHOULD BE 12'X28.5. THE EXISTING PATIO IS 12'X1 & WHICH LEAVES A PATIO EXTENSION. OF 12'X10.5' PLEASE CONFIRM IF THIS IS CORRECT. 5/30/2014 Comment: PLEASE BE AWARE THAT ABOVE COMMENTS ONLY REFLECTS THE ZONING REVIEW. THE PLANS EXAMINER MIGHT HAVE ADDITIONAL COMMENTS. M 5r" -141111-ae 44V(W Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL. 34982 Phone:(772)462-2172 Fax:(772)462.6443 PROPERTY INFORMATION Address: 8285 Sandpine Cir City / State / Zip: Port St Lucie, FI 34952 Parcel#: 3426-703-0067-000/2 Zoning: PUD Jut 104 REVIEW COMMENTS 1 Owner(s): Donna E Berwick / Michael C Berwick Jurisdiction: SAINT LUCIE COUNTY Lot#: 53 Block: APPLICATION INFORMATION Permit Number: 1405-0412 Stories: Permit Type: SCREEN RM/CARPORT(NON-ALUMINUM) - NEW SLAB CONTRACTOR INFORMATION Contractor Name: James R Brann Business Name: The Porch Factory Llc Business Addr: 7356 Commercial Cir Unit 4 City / State / Zip: Ft Pierce, FI 34951 REVIEWS AND COMMENTS Review Tvae Status FRONT COUNTER REVIEW COMPLETE Comment: Automatic Sprinkler System? No Fax Number: 772-465-3252 Email: Admin@Theporchfactory.Co m Reviewed By Date Started Date Completed Date Released Lashahna Ingram 5/29/2014 5/29/2014 5/29/2014 PLANS EXAMINER REVIEW INCOMPLETE Ed Roseberry 6/1312014 6/13/2014 Comment: PLEASE SHOW CORRECT DESIGN WIND SPEED FOR PROJECT IN DESIGN CRITERIA. ZONING REVIEW PENDING Lydia Galbraith 5/30/2014 Comment: PLOT PLAN, APPLICATION AND BUILDING PLANS HAVE CONFLICTING INFORMATION.BASED ON THE 5/30/2014 EXISTING NUMBERS ON THE SURVEY THE TOTAL CONCRETE OF THE SCREEN ROOM SHOULD BE 12'X28.5. THE EXISTING PATIO IS 12'X18' WHICH LEAVES A PATIO EXTENSION OF 12'X10.5' PLEASE CONFIRM IF THIS IS CORRECT. 6/30/2014 Comment: PLEASE BE AWARE THAT ABOVE COMMENTS ONLY REFLECTS THE ZONING REVIEW. THE PLANS EXAMINER MIGHT HAVE ADDITIONAL COMMENTS. JOSEPH E. SMITH, CLERK OF_THE CIRCUIT COURT — SAINT LUCIE COUNTY_ FILE # 3958373 OR BOOK ;5 PAGE 1744, Recorded 05/22/2014 at:" :27 PM NOTICE OF COMMENCEMENT To be conrplotedwhen construction value exceeds $2,500.00 PERMIT 0: TAX FOLIO# 3/26.7034067.000.2 STATE OF FLORIDA COUNTY OF St. Lucie The undersigned hereby gives notice that Improvement wit be made to certain real property, and In accordance Willi Chapter 713, Florida Statutes, the following Information Is provided in (his Notica of Commencement. LEGAL DESCRIPTION OF PROPERTY (AND STREET ADDRESS, IF AVAILABLE): Lake Lucie Plal No 1 Lo153 8285 Sandoloo.Circle Port $1Lucie FL 34952 GENERAL DESCRIPTION OF IMPROVEMENT:_ Add Concrete slab and scree enclosure OWNER INFORMATION OR LESSEE INFORMATION, IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name: _ Michael and Donna $emlck Address. 8285SondolneCircle Pod StLucia, FL 34952 Interest In Property: Name and address of fee simple ti0e holder (If different from Owner tilled above): CONTRACTOR'S NAME: THEPORCHFACTORYLLC PhoneNo.:772AS56772 Address: 7356CannlerdalClyde Un114D Ft worm m 34951 SURETY COMPANY (If applicable, a copy of the payment bond h attached): Name and Address: Phone No.: Bond emunb LENDER'S NAME: PhoneNo.: Add, Persons within the Slate o1 Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a) 7, Florida Statutes: Phone No.: In addillon to himself or herself, owner designates of to receive a Dopy of the Llenor's Notice as provided in Section 713.13 (1) (b), Florida Statutes. Phone number of person or end 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 centractor, but Wit be 1 year from the date of recording unless a different date Is specified]: that I have �th�*going and that the facts In it are true to the best of my knowledge and belief. The foregoing Instrument was acknowledged before me thisR."? day of 2D q— (e.g. officer, trustee) Party on behalf of whom - � C� AU / Personally knavn O produced Identification Pb N s f. na ihi� Type of idenfica6an produced �%l­ PL (Print, ry,499EJ PublicFWdda ( Type. or Commissioned Name of Nola8920T.iBIDiBIdgFormsWawAppfcatonsllFomsWoOceolCanme STATE OF FLORIDA ST. LIICIE COUNTY THIS IS TO CERTIFY THATT-HIS IS A TFWE AU CORRECT COPY 9FT14E ORIGIN 1' JOS EgqppStailTH, ERK r+ By: 2`` 2014 Date 1-07/18/2014 08:41 7724653252� PAGE 01/03 :.+ hd Porch Factory ra, i r:"nclbse It So You Can Use It FACT LimILL TXA,MMITTAL SHnrT I,J.O: j p FROM: ,-'k v COMPANY - TG' Qom- �rnx NUMnr•.R: TOTAL nr• r•fNGr•UDING COVER. I PFJONn, NUMBER; I SENDER'S itFFERENCr NUMBER; •I YOUR RF.PT[R1iNCE NUNMA: ❑ URGRNT 0 FOR REVIEW ❑ FLCASE COMMENT ❑ PLL•:ASD REPLY ❑ PLEASH RECYCLE N (7fJJS/COMMENTS; j e1 AL71, C,41 i CRC 1258459 k6 935fi COMM7?RCInL CIRCLE, TJNrT 4u SORT PIERCE, FLORIDA 34951 Pidc�NF: 772-445-6772 FAX! 772-405-3252 '-07/18/2014 08:41 77246532- i1 'I Jul 181409:41a EVICT-A-BUGTERMITEIPEGT � I 1.772 140-5990 plaUninoj 11 Ewwoiomant Sera%aes I31�td[!ig al Coda "lation Rlvision ! 32W Virginia Ave Flirt IPiercci� FL 34982 r17.-"2-ZV2 Fax 772"46z CER-URCATE CIOF T'wmrTE TREATMENT #' oNSTRU JOR WIL TREATMENT .1. Z. 3OR sDi?RESS: Zi ,1 PEST (JNTROL CDNMCMR.: " PEST CINTRCIL LICENSE #: i we, the underulgtiedr hereby certifY that w � ham preb eaiad the above de?srrltted aon� action fQr Subterr can teat fts in accordance with the standards of the National Fm comrol As Oclatlon. u'eaffid � �f 611or I Chemicals used: t square at tr arm- PerceM ge Qf solution: ' Total gailans used: Date cf 6eatment: _ 7-17--01--1 erne of Treatment '' 7 o * Trem meat _ice Treatment ,G-7reaC Rc "C�cat Pools Treatment P Treatment Treat i FLU Treat fL Q--Ferimetrr rar Final 10SPOctlan Treat ment signature of cacc�rsninamr 'I _ Note.' rnr�stl a e�vnpleta�fe�trn lvr r fWW1,ed lrWtWentOrf"eabnent.Vnd! � MW � erg tm by a� #SP2=r�t mrne cf cadr tf spectron or [fie &jrtritiwrrrsl '� fee PAGE 02/03 P.2 PSL FBC7,4�.Z.6 [ r4Yra�ceafP ve rA=4= rtfarpr an off A wwg1/rerr+'sZsh�trt �a6csll pDSA►L4�alaln' snav,da�invvrared m ,�a►ue dr:�lldt� rreatrrrer7$ Garb as eadt reryWi�ed probe ff-aatrncrK'!s mm�'etod, pinrtdiu� a ropy fnr t� peer ti3a permit is fSSuea'to aril anotfr�r c�ppfor the bud'dU�9 pa+'r»f! des 7Tie Tr+�Rnternt c&*r�to.4011prowah6apvowffusedWm* afhieapplkatar,erneand dateofthetM -41BIoCa*V&arw b�at� rh�nl�+i per�a►tt conc�trr�rr end rr�rmbPrafgallans trsad, In Psdabllsh a venbab/e �o� of Ara, errl If �Nte�a►1 cfremiwl6e�mi¢r rn�#�d Far terralte pre►�rrt t✓ + Sral axt ca' abnerK small 1ae eom�lad�d prkx'r`a firral6edld�i�p aG1712�tra►. 5t tulle CQwty rmWm #ortbe final 169pection for CQy a Permanent Slicker to be Placed an the el&tx%al pastel box ©mw, liisUng Ali the treatmeaft and dates of IMPPIEtWorrs- 31VIs6 '"07/18/2014 08:41 7724653?F", PAGE 03/03 Jul 1614 Termite I - Termite 1 Pest Cal Rodent • Fire Ant . I irpnseT id a LVIC;T•-A-BUG TERMITEi JPEST I eyLls Christ is Lab _42 1-772-340-S990 p.1 772-323-7921 •etreatment 7"ermite fax: irI�•4�•SJ?Q roll pest Emaii: Evictabug@gfnail-cam awn Service I c. arvim Hof 2373 5W Woodridge St. Port St. Lucie FL. 34953 & Insured Uc, JB175775 Notice of Preventative Treatment for Termites (u5 required by Florida Ou"bing code (FHC)104.26 and laroward iCouruy Chapter FEC IU5.2.2j P8 T PREVENTION I F1R1EANTqi:RViCE I TERMITE SERVICE I RQUENTEXLLU,rVIV 6r ISGrvrvr�. DATE OF SERVIC -7 � i %� ` � TIME � � NAME (PROJECT) fXINTEiACTORB NAME &r_vvi.o�PMONti' STRUCTUREAGI' DRESS IL(MBLOCK) �TE �� iJ4�"� •�" ) �rj .. ��Ll j U ��eG A ' ❑ FLOATING U MONOLITHIC'PAT1O 0 GARAGE cuTouTS p FOOTER U 1-RUNT ENTRY I 0 RETREAT p TAMP & TRE4 %TREAT ONLY o FINAL U PUUL I]>".CK PRQDucTS. BtHAgQINE it DOMMON 2LAOTNE INGRbOUNT G7 13IRNTHRIN 13 OTHER ACTIVE INGRJ.IENT CONTACT 9ERSON CITY, STATE. ZIP CODE COUNTY 3t<4 5 O DRIVEWAY 13 STEM WALL O OORAWS TREATMENT to OTHER iOTFRMIDORTC QBORACARE O ADDITION DY PLUMBING Cut OUTS Q DISOD(UM OCTAPORA 'ETETIRMYORWE �QNcerITBA�bN � ' 0 ,0�h C� .1295 CI 25'� ❑ ,05% 0 23% Q OTHER GALLONS APPLIED' S AREF T�1Gti � 61NOARFObTAGE�,•_� uA oT�aF VERIFfE�1 Eg ©NO )!tME` A5� VERIFIED PER PLANS s I� ES El NO DETAILS i As per 104.2.6 FLC - If Doll chemical Farrier m3Thod fer lermlte Wyeniten is used• Final exlerior treatment shall be cempleled prior lu AnA buVmg approval. Certifica to_C ce The beading has received a complete v'e'atmere for The pmven6on of sublerrane l WHIM Treatmni is in accvrcranw wml rules ur,u laws ealabl61md by �r;da p I� rfmonl &A-M-dlure and Cor15tJRIBr $SrACeS. (per 6le Florda Building Cbrje-) If this nolice is tdMR final extenortreatmenl, ini isl wKI dale for 91.s !F NAL.Sj1CKE ' d GLCCTRICAIIILPANEL n wATER HEATER Q DTHER Pavment_Thrmb: Faymentduealtmeofservice. 7�j DatQ ApFpcolor: (kvid A Bug Terdte a,;Id PADI Control- IaG) uate . Customer Ommrly Curtner orAgenll . Aukcamax f Plant: Begin Loading: To Job:` Arrive Job;° Start Unloads' Finish Unload; , Leave`Job: Return Plant:. 92, 1 tJ9 .• a •"4 Customer Code: Customer Name: Customer Job Number: Order Code / Date: CASHI 111 THIS PORCH FACTORY 1210 0-y/ 18 / 14 Poe - Project PONumber..TERRY OdrP.O. Number: y Ticket Date:, _ Delivery Address: Map Page: Map/Row/Column: r ..... . Delivery Instructions . Dispatcher: L - A OF US .l " Ticket Number. m _ . C (� •-G2 �e.9•J25CPf—....J 1.. Due On Job: Slump:. ' , Truck Number: Driver Number: Driver Name: End Use: o ; J. `3 a tµ)t s 1 t:3; z:rt rc"_�C?tf} 1 Li` __ t� J-DFINNY' � I MPSON UNASSIGNED aC I GN D LOAD QUANTITY CUMULATIVE QUANTITY ORDERED QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT 2_1 t)td 21� t..kt„ 2. i..0 3...Z°� :v�� �a p 8�,:yt�lti �rfi*..PM � g} �'irLJ:..*.7 1127,45 254.90 150 1. 50 w t 5 136260 rv, �• 'l L��: RME H 1'570 1_ 667 i0{� 0 1.00 '1.. fitiay..' o f„ 0 15Z' 11bla ISER l PAYLOAD, GAL'`= RGE 1'-3 CUBI PC s''e. 0. 00 250- 04) .,1 a *47 1. 00 1'2'4781,8 FIUEL.. SURCHARGE 27.( C_�R Cx. 1.00 120 „-';f"49 8 NV 1 RCltVMEN.'TnL CHARGE 1.8. 00 18. ()t SALES TAX. TOTAL AMOUNT FOR THIS TICKET NOT INCLUDING STANDBY Chi C `A 5 G, ; 134i` Cash Chick # / Aut odes Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: Check 59(5 e 30 Charge Comments: WATER ADDED: _[GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE '�--� CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: �j SIGNATURE O,).A'AIJ IT'VASgq iSTED 8Y: t Notice: Our drivers will make every effort to place materials where the customer designates, but the, `SPECIAL TERMS: Any wateradded is at cu Comers own risk. lfwater is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no long erguaran bed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out ofrour may be hazardou to y ul-afety and heath. Please refer to the backside of this ticket for importaht control after delivery, this Company will not accept any responsibility for the finished results. No cre it for safety hegdli6g in ormaf n, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in whting_ -AUTHORIZED S G��RE: within one business day after the receipt of materials. O 68UNIVERSAL PREY Rids ° '--LOAD P�iL. M ° 1 INVOICE This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, if any, Seller's Standard Terms and Conditions, Seller's Quotatio any, and Seller's Order Confirmation (ir ing limitations of warranties), as if Tully set forth on this Delivery Ticket ("Agree "). Seller will provide the Standard Terra _ I Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY .ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cernent and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, .including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye .irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust .is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX. Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/1.2 For more information please visit www,cemexusa.com. Este ticket de entrega incluye como referencia al comprador (ya previarnente ejecutada en su aplicaci6n de credito); cual.quier tennino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con limitaciones y garantias), Como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los t6rminos estandares y condiciones detal- lados en caso de as% ser requeridos. Cora este documento, el comprador acepta los mismos ya antes menc.ionados y que las cantidades y materiales fueron entregados coma se expresa en e1 mismo. Acepta pagar el monto de acuerdo al contrato; al menos que se identi- fique con una nota at frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales comp piedra caliza, dolomiita, granito, coca volcanica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanile'ria, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolornita, grani.to, rota volcanica, arena, grava, y otros .materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de silicio eristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los Ojos, quemaduras en piel y ojos, y reacciones alergicas en la pie]. Concreto seco y polvo de agregados, pueden causar irritaci6n en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituraniento, pulido, torte y/o perforaci6n puede contener materiales silicon, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperature calida, reposar y tomar grandes cantidades de aqua. Las cenizas volantes pueden contener amoniaco. Seguridad: La humedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toner, irritaci6n o quemaduras en la nariz, garganta y pulmones. Acud.ir inmediatamente al medico. El .riesgo en la salud depende en la duraci6n y el nivel do la exposici6n. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, protection en los ojos y ropa Primeros adecuada para protecc.i6n. Lavese las rnanos con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos mas de los limiter recomendados, use protecci6n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco time contacto con sus ojos, lavelos a Tondo con agua. Acuda a atenci6n rnedica inmediatamente si la irritaci6n continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/1.2 Para mas informaci6n visita www.cemexusa.com. k,EGA-"- -DESCR I PT ION: Lot 53 of LAKE LUCIE ESTATES PLAT No. ONE according to the plat thereof as recorded in Plot Book 34 pages.01 through O1C of the Public Records of St. Lucie County, Florida, ABBREVIATIONS: SET = Set 5/8" iron rebar Ith yel loft' cap marked "PSV 554 " FD=Found 5/8" Iron Rebor F.F.E.=Finished Floor Elevatio OH--OH--OH—= Over Head Wires X--X--X—= Chain Link Fence R.O.W. = Right of Way 0--0--0—= PVC Fence 'E"= FPL Transformer Pad PL=Value as platted R = Radius of curve L = Length of curve QQ6Delp of Curve E'Z. = Measured CONC, = Concrete C.P.= Conc t.e Pad B3 = Water Meter �= PoWer Pole = Utility Box ®_ We I I 89:39'04" 28.83' Z CJ ' CD 8 oCn s M s g g r— Q00 O JM JM 2,00 v I' f ,V,IJ� ai,: 0 Na N 89'39'04" E ?. r O V c�J 8285 SANDPINE CIRCLE 3CALE:1 "=30' Atlantic Land Designs of the Treasure Coast, LB7468 764 NE Jensen Beach Blyd. Jensen Beach, FL.34957 Mailing Address: DATE :1/23/14 DRAWN: AyP P.O. Box 1421 Jensen Beach, FL 34958 ALD5543@gmail.com (772) 398-4290 2014-0045 DATE: REVISIONS LAST FIELD DATE:1/23/14 LOT 54 SURVEYORS'NOTES: I I.Unless otherwise noted only plotted easements ore shown hereon. '% 2, No underground utilities,or improvements Were located unless otherwise shcWn. 3. This site lies Within Flood Insurance Rate Vap Zone X. 4, Flood Zone shofWn hereon is an interpretation by the surveyor and is provided as o courtesy. The flood zone should be verified by a determination agency, 5. Bearings shown hereon are based on the Center line of SANDPINE CIRCLE as being N00'20'56"W occordin6 to the Plot described hereon. 6. P.U.D.E. denotes Public Utilities and Drainage Easement. 7, All Lot Dimensions shown are per plat unless otherwise shofWn, 28,57' 32.60 .30 sr B4O5 I o f,00 `a z }o 85.40 c7 2.70 O n 8 CONC.1IYE FIRE C> 0 IS 0 CT Cn a iA V CT O 0 CA o 25.41' O 100, 00' FD POLE POLE LOT 52 l ;Z m S M �t C' s� a io �11 175 o I fZrl sI v C7 a I � r-r C7 r a I t'rl v IFD IFD Cer t i tied to: Michael C, BerWick & Donna E. BerWick yells Fargo Bank, N.A., #936, I,S,A,O,A, All Porker BroWn Title Insurance Agency Old Republic National Title Insurance Co, I hereby certify that the survey sho*n hereon is true and correct and is based on actual meoseuremenls taken in the field. This survey meets the Vinimum Technical Standards of Chapter 6J-17 Florida administrative code. �eanF'r c,, r e James A. DIN:cngitallysigned sA,Ces James oJr.,o esiro Atianr. PSM5543 . DIN: cn=James A, Ceslto Jr., o=Atlandc 1and Design, ou, Cesiro Jr. Date! 20144..01241011141 05'00'S srnreor NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC RPO LOR 1 0- SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL sunvs� le L CONTRACTOR: THE PORCH FACTORY DESIGN CRITERIA: Applicable Codes, Regulations, and Standards 1. The 2010 Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the Aluminum Design Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2005 Edition 3. ASCE 7-10.. Wind Loads 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category 1. 2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: Vm.T =150 MPH, VASD =116 MPH as required by local .jurisdiction 3. Exposure Category, Paragraph 1609.4.3: B 4. Screen Roof Enclosure Table 2002.4 Foundation Design New Type H 4" Monolithic Concrete Slab - 8" x 8" w/(1) #5 Cont. 39" overlap at .joints on 3" chairs and poured w/ 2,500 PSI concrete. The foundations are based on a minimum soil bearing pressure of 1,500 psf. Specifications The following specifications are applicable to this project: 1. Where concrete specifications are required, whether in the screen enclosure scope or not, by one or more regulatory agency, the following specifications are applicable: a. Concrete shall conform to ASTM C94 for the following components: i. Portland Cement Type 1,- ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 iii. Air entraining +/- 1% - ASTM C 260 iv.Water reducing agent - ASTM C 494 v. Clean Potable water vi. Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bars - ASTM A615, grade 60 ii. Welded wire fabric - ASTM A185 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after batching is not permitted. d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parts 1, 2, and 3 including hot weather recommendations. e. Moist cure or polyethylene curing permitted. f. Prior to placing concrete, treat the entire subsurface area for termites in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. h. All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 2. Aluminum extrusions shall be 6005 T5 Alloy 3. Fasteners are required to be SAE Grade 2 or better zinc plated. 4. All Self Mating Beam Sections are to be stitched with either # 14 screws 6" from ends and 24" center to center or #12 screws 6" from ends and 12" center to center. 5. The minimum nominal thickness of protector panels (kickplates) shall be an industry standard of 0.024 inches. 6. Screened enclosures containing swimming pools shall comply with the applicable requirements of FBC R4101.17 Residential Swimming Barrier requirements. 7. Screen material shall be 18/14 screen. unless approved by Suncoast Aluminum Engineering, LLC. 8. Door location shall be determined by contractor in the field. 9. When installing pavers over concrete slab or footing which are supporting aluminum members, such as continuous screen tracks or upright, the pavers must be bonded to the concrete with an epoxy, thinset, or 3,000 PSI grout to ensure full positive contact with concrete. 10. Design shall be based upon "PINNED" upright analysis unless approved by Suncoast Aluminum Engineering, LLC 2X2 N X N 2X2DJ 2XDJ 2X4SMB f1 N X N N X 1X2 � A-3 I 1 X2 I A-4 to 4-o I t 4, — �— $'-019 THESE PLANS AND ALL PROPOSED WORK ARE SU&IFCT TO MY COPACTIOPS of REQOIRED RY RELD INPECTORS MAT MAY RE NECESSARY Ii ® ER TO COMPLY WITH 1JGAaLl C9DE$, ST, LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIANCE REVIEWED BY DATE PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE CV N O O pp M A-4 A-3 [QD \( 7'-0» 71-012 71-011 CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE: CONTRACTO OF RECORD W 1 X2(TYP) to m IYl m X M X� X� X X N (n N (n N N N 2X 2X2 2X2 2X2 1 X2(TYP) A-2 7'-0» 1'-811 F z (0 4- PROFE:SAAAL19L\ W UJ Z L4 � a W 1'J c Q Z p u; O h � z Ln W Z LLI o a N Cr � m a Z U i; 3 J N f` J � $ aZo 8 Q LLIW . JSg 'J Z (D in o o a Q Z N W NN LL N LL1 W U OC � Q U Q W LLI Q Z U FL 0 J Y Z � W U_ Q U) U ~ v 0 (L'C-4D M DRAWN BY TP DATE DRAWN 05/13/14 REVISION 07/02/14 SHEET NO: A-1 ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS 2x2: 2"x2"x0.046" 2x3: 2"x3"x0.050" 2x4: 2"x4"x0.050" 2x5: 2"x5"x0.050" OPEN BACK SECTIONS 1x2: 1"x2"x(1.040" 1 x 3: 1" x 3" x 0.045" SNAP SECTIONS 2 x 2 Snap: 2" x 2" x 0.045" 2 x 3 Snap: 2" x 3" x 0.050" 2 x 4 Snap: 2" x 4" x 0.045" SELF MATING (SMB) 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" 2 x 7 SMB: 2" x T' x 0.05T' x 0.I20" 2 x 8 SMB: 2" x 8" x 0.072" x 0.I24" 2 x 9 SMB: 2" x 9" x 0.072" x 0.124" 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" MINIMUM FASTENER EDGE DISTANCE: 1/2" MINIMUM FASTENER SPACING: 3/4" CONCRETE SCREW ANCHOR: SIMPSON TITEN HD OR EQUIVALENT SHEET METAL SCREWS (SMS): ITW / BUILDEX OREQUIVALENT MEMBER SIZE EDGE "C" 2X4 1z" 2X5 1' 2x6-2X70 1y" EAVE RAIL (SEE A-1 FOR SIZE) INTERNALLY SCREW THRU BEAM W/ (3) #10 x 1 11T 1" x FASTEN TO EAVE RAIL W/ #10 x 1 1/2" 6" FROM UPRIGHT & 24" O.C. (1) W" DIA x 212" THRU BOLT W/ NYLOCK JAM NUT - IN LIEU OF NYLOCK JAM NUT, JAM NUT W/ THREADLOCKER MAY BE USED INSTALLATION REQUIREMENTS: BOLT IS TO BE INSTALLED AS TO NOT DAMAGE BASE MATERIAL DO NO OVER TIGHTEN. PATENT PENDING fim 2" x_SMB BEAM NOTCHED OVER UPRIGHT (SEE A-1 FOR SIZE) MB UPRIGHT FOR SIZE) UPRIGHT TO BEAM CONNECTION 14_2 SCALE: NTS 1/8" x T x 2" EXTRUDED ANGLE 5052 H-32 ALLOY EA SIDE �114: 21f4MiN CONC a ANCHOR .ANCHOR EMBE �E rr 2' MIN-4''e' , SLAB / FOOTING •c. " _ SEE PLAN a SIDE VIEW (2) 3/8" DIA CONCRETE SCREWANCHORS (21W CONC. EMBED) x 2" O.B. BASE PLATE -TYP e < 5d MIN EDGE DISTANCE FROM 1EXTERIOR OF COLUMN TO OUTSIDE EDGE OF SLAB (1)1/2" DIA. THRU BOLT w/ NYLOCK JAM NUT - IN LIEU OF NYLOCK JAM NUT, JAM NUT w/ THREADLOCKER MAY BE USED TIGHTEN TO CONTACT - DO NOT OVERTIGHTEN 4 ' , ° �• .L 1"x 2" BASE PLATE ANCHORED TO CONC W/ 1/4" CONCRETE SCREW ANCHOR (MIN. 1 1/4" EMBED) SLAB/FOOTING a' us 6" MAX EACH SIDE OF POST AND SEE PLAN ad e•A:• 24" O.C. MAX FRONT VIEW B 2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL A_2 SCALE: NTS NOTES: 1. GUSSET DIMENSIONS ARE MINIMUM (2) REQ'D - (1) EA SIDE OF BEAM - MAY BE INTERNAL OR EXTERNAL 2. AS BEAM SIZE CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN 1 1/4" C/C SPACING. . 3. GUSSET LENGTHS REMAIN CONSTANT, WIDTHS CHANGE TO MATCH BEAM SIZE. / — z : v ice'. 212"x1/8"x(GIRT ORPURUN WIDTH + 1/Z' x BEAM DEPTH OR UPRIGHT DEPTH -12') I ILu ALUM BACKING PLATE I I W ( C. ==== I W rn (4)#10 x 1 112" SMS INTO z 0 2" x TOR 2" x 3" I I SCREW BOSSES Z MEMBER I I �.M,, � z� I I LL W Q 0 wa SNAP OR SELF -MATING BEAM d F C PURLIN OR GIRT TO BEAM OR POST DETAIL A_2 SCALE: NTS 2 x T PURLIN - NOTCH BOTTOM FLANGE TO OVERLAP UPRIGHT 2 x 2"x 118" 5052 - H32 ANGLE EA SIDE OR 2 x 2" x 0.06T 5052-1-132 RECEIVING CHANNEL • Tx2" 1" x 2" x 0.044" OPEN BACK INTERNAL SCREW TO UPRIGHT W/ (2) #10 x 1 1/Z' I (2) #12 x 3/4" EACH LEG SMS & FASTEN TO EAVE RAIL W/ V I EACH SIDE-SGREWS SHALL #10 x 1 1/2" SMS SPACED 6" FROM ENGAGE BOTH PURUN AND UPRIGHT AND AT 24" O.C. UPRIGHT NOTCH POST AS REQUIRED FOR 2" x 2" EAVE RAIL F)SLOPED PURLIN CONNECTION DETAIL A-2 SCALE: NTS - RIGID MEDIUM - t COPY G � � N z " uR s M J F � M D N Q z Oo 0 I.— - zmam VI riimgo Q W mm O ED LL N NWMM Z V z ~ N N z U' a c z o� o In W N W N U W � � U W Q Z U 0_ LU U_QNLo 00f(14~'T WELLI cOO�I O .j MGoa.LL DRAWN BY TP 05/12/14 REVISION SHEET NO: A-2 6" WIDE x 0.125" "T' BRACKET • • • • • 'vz @ EACH BEAM ATTACHED TO FASCIA W/ 3/8" x 3" LAGS ( 6" WIDE x 0.125" "Z" BRACKET " ' �y. : " �/ i ••�' @ �` i PER BRACKET) AND (1) 3/8" x 3" FASCIA W/ 3/8 x 3" LAGS (S 1 LAG @ 24" O.C. AT GUTTER PER BRACKET) AND (1) 3/8" x 3" <(/ CID •, (1) 3/8" DIA. x 4" LAG LAG @ 24" O.C. AT GUTTER (1) 3/8" DIA x 4" LAG Z 't � 1" x 7' x 0.044" OPEN BACK SCREW INTO EXISTING OVERHANG FRAMING / 1"x 2" x 0.044" OPEN BACK SCREW INTO EXISTING OVERHANG FRAMING / LS) V K • 0 W/ (2) #10 x 21/2" SMS THRU BEAM INTO SCREW BOSSES RAFTER TAIL W/ (2) #10 x 212" SMS THRU BEAM INTO SCREW BOSSES RAFTER TAIL i •• 1/8" S.S. CABLE � r (1)#10x112"SMS6 BEAM AND 24" O.C. (1)#10x112"SMS6" / //�•' • FROM FROM BEAM AND 24" O.C. X • • . I'0 AL SEAL \ • • \ • MATING ELEMENT a a, ', m ; ie, SLAB/FOOTER p • a. •a+,d' a• MID DEPTH /U; ' LW C 2"x2'x1/8"x7'ALUM. \\ • • ,v .•�a.. a .fa.a'. Z LL! RECEIVING CHANNEL W/ CONTRACTOR TO VERIFY \ • • CONTRACTOR TO VERIFY n O- Z (4) #14 x 5/8" SMS 2" x V FASCIA - IF LESS 2" x 4" FASCIA - IF LESS LJJ Q rn a 1-1/4" O.C. INTO BEAM THAN 7' x 4" FASCIA, 2" x 4" THAN 7' x 4" FASCIA, 2" x 4" Q 0 EACH SIDE SUB FASCIA SHALL BE PLACED OVER; LENGTHEN ANGLE W/ (4) #14 x 3�/4" SUB FASCIA SHALL BE PLACED OVER, LENGTHEN 3/8" DIA. x 3" EMBED SLAB /FOOTING Q LL z LAG SCREWS TO FULLY SMS EACH FLANGE LAG SCREWS TO FULLY CONC. SCREW ANCHOR SEE PLAN Z Q Ln O 2 PENETRATE SUB FASCIA. EACH SIDE OF BEAM PENETRATE SUB FASCIA. z u� IF OTHER FASCIA, ADD 2" x IF OTHER FASCIA, ADD 2" x N uW Z Lu � 4" PT FASCIA w/ 12" LAG 0.062" BACKING PLATE ON 4" PT FASCIA w/ 12" LAG 5" SUPER GUTTER BOLTS -1 12" INTO TRUSS INSIDE OF GUTTER BOLTS -1 12INTO TRUSS ILL" j Q TAILS -COUNTERSINK TAILS - COUNTERSINK O W z 'a FLUSH. WHEN INSTALLING FLUSH. WHEN INSTALLING F- 00 12" LAG SCREWS, PRE-DRILLw/3/8" DRILL TO 5" SUPER GUTTER 12" LAG SCREWS,�'- f I-1 PRE-DRILLw/3/8" DRILL TO CABLE CONNECTIONS AT FOUNDATION - uu PREVENT SPLITTING. PREVENT SPLITTING. SCALE: NTS A-3 c G-1 GUTTER BRACE &MATING ELEMENT ATTACHMENT DETAIL G GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL a A-3 SCALE: NTS A_3 SCALE: NTS Z .. U 0 a � J � a ut QZo� 'o F GUSSET PLATE Tn SELF MATING N t; m S $ Q F LL PER ESERIES I BEAM W N I I UZ �+Iml1 mfl V i Z (Da�� f Sze � o I I N W (9) #14 x 3/4 SMS PURLI I i — — 1/8" PLATE ON 45• ANGLE 6063•T6 ALUMINUM WOOD: I I CONTRACTOR TO INSTALL i #10 x 3" WOOD SCREWS, 6" I (2) 914 x 2" SMS THRU BRACE I i W FROM GIRT & @ 17O.C. INTO BEAM THRU GUSSET V) CONC: 1/4" DIA x 3" CONCRETE 1 12" x 5" x 1/8" PLATE _ _ _ _ • • • • / N U ILLI I= SCREW ANCHOR, 6" H32 50524�U • / — — — — — — U FROM GIRT & @ 24" O.C. • / Q LLI W I (4) #10 x 1 12" INTO L #2 Q a SCREW BOSS EYE BOLT FOR CABLE TENSION • / p J _ / UNtn0) / —Wi 0 _ I cr) I am`wau CONTRACTOR SHALL RUN 2" x 2" OR 2 X 3" HOLLOW 1/4"THRU BOLT TO ATTACH W/ NYLON WASHER & PERIMETER FRAMINGSECTION PN BY GIRT STAINLESS STEEL NUTDATE iDRA 1"x2" `' DRAWN 05/12/14 A Ec;(4)#12 REVISION EA M D>; 1 DETAIL #1 © - SHEET NO: C-1 1X2 TO HOST STRUCTURE DETAIL H-3 ROOF BRACING CONNECTION DETAIL - CABLE CONNECTION AT CORNER A-3 SCALE: NTS SCALE: NTS A-3 A_3 SCALE: NTS A-3 �• •'• �- � Z C) � W =-oz #5 CONT 31" OVERLAP AT JOINTS ON 3" CHAIRS TYPE II MODERATE SLOPE FTG 2:12 - 3:12 NOTES FOR ALL FOUNDATION TYPES: 1. THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING PRESSURE OF 1,500 PSF. 2. THE SLABIFOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS AND COMPACTED PRIOR TO PLACEMENT OF CONC. 3. CONCRETE SHALL BE PER SPECIFICATIONS ON SHEET A-1. 4. FIBERMESH MAY BE USED IN LIEU FOR WELDED WIRE MESH. 5. IF ALUMINUM BUILDING CATEGORY IS CLASSIFIED AS HABITABLE SOIL TO BE TERMITE TREATED PER 2010 FLORIDA BUILDING CODE, SECTION R318:1 6. VAPOR BARRIER NEED NOT BE INSTALLED FOR EXTERIOR NON41ABITABLE CONCRETE FLAT WORK A TYPE 11 FOOTING A4 A : NT 1" x 2" O.B. FASTENED TO CORNER POST W/ #12 x 1 12" SMS AT 6" FROM 4"BOTTOM RAILS. TYPICALLY @ 1/8" x 2" x 2" EXTRUDED I I I I 24" O.C. ANGLE 5052 H32 ALLOY • • (4) #14 x 3/4" SMS • INTO DJ I EXTRUDED CORNER POST—\H32 CORNER POST ALLOY EA CORNER W// (2) #14 x 2" I F I I SMS INTO POST & (1) 3B" DIA. 16 CONCRETE SCREW ANCHOR INTO CONCRETE •LANCHOR (2)#10x112"SMSCONC THRU SCREW BOSSES SLAB / FOOTING a r < ®•BEDMENT 2114" N CONC SEE PLAN ;4y <a ANCHOR EMBEDMENT ` by °.. SLAB I FOOTING ¢ a SEE PLAN 4e'4 a• ,'Ss' SIDE VIEW d SIDE VIEW (1) 3/8" DIA CONCRETE SCREW ANCHORS }-2"—} CORNER POST W/ 1" x 2" @ (21/4" CONC. EMBED) (4) #14 x 3/4" SMS I I BACKSIDE INTO POST 2"x2 DJ I I 3!6" x LENGTH AS REQUIRED I FOR 2 1/4" EMBED CO I SCREW ANCHOR INTONCRETE I — I CONCRETE — 1"x2" BASE PLATE — ANCHORED TO CONC W/ 1/4" cr •• . ' •a CONCRETE SCREW ANCHOR $�. • • 1 (MIN. 1 1/4" EMBED) 1" x2" BASE PLATE ` a •' 6" MAX EACH SIDE OF POST ° . a • . y ° ANCHORED TO CONC W/ 1/4" ' 'a• a o AND 24" O.C. MAX I CONCRETE SCREW ANCHOR (MIN. 1 1/4" EMBED) 6" MAX EACH SIDE OF POST a • 4 •,a ', ° ' 6 eAND }=6` ZV O.C. MAX 6"�' COP 'e d.°.,c, FRONT VIEW FRONT VIEW DJ-1 DOOR JAMB TO CONCRETE DETAIL CP- CORNER POST TO CONCRETE DETAIL A-4 SCALE: NTS A-4 SCALE: NTS w W W Z LLI Ur C. z Q m w (g o Z O O Z>z uj W Lu LL >p w F O d tN LL Z .i o S 1O I N W Q W NN 0 Z Z I Z (D c '6" m Z '6 cn W :2u.u. o LL J N U W � W Q Z U o_ 0 J Ljj U Q U) Lo ONo'v of -i Cam" cocooa LL DRAWN BY TP DATE DRAWN 05/12/14 REVISION SHEET NO: A-4