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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE O Y: «" I ZX--. 4,— -, Fee Dec: Receipt# r-A�;zrinit # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION pb� INC)- �' !-- — =0 2390 Vg inia Avenue SCANNED Ft. Pierce, FL 34982-5652 BY 772-462-1553 St. Lucie County APPLICATION FOR ALUMINUM STRUCTURES PERMIT ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: oZ b 7 `� \Jt7� c �G S r� t F-� 1=J 2. PROJECT NAME: tA c C,e--e SITE PLAN NAME: M-C- Ge c -3Itill( 3. PROPERTY TAX ID #: o� 3 2 v r 5'c3 N �� - C3 c3 cD - 4. LEGAL DESCRIPTION (attach extra sheets if necessary): Ilnc- tJ U r �'r, F64,5 . 5. PLAT BKPAGE BLOCK 10 LOT 2 6. PARCEL SIZE: ACRES/SQ FT. , LOT DIMENSIONS I Z7(b . 7 6 (�4 7. SETBACKS (ACTUAL) FRONT: BACK: J L- RIGHT SIDE: ( LEFT SIDE: ' J� 8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE) TYPE OF CONSTRUCTION N = New A = Addition R = Rebuild SG = Slab on Grade SR'- Raised Slab WD = Wood Deck DIMENSIONS SQUARE FEET OF CONSTRUCTION SCREEN ROOM NEW ❑ EXISTING X ! �U ❑ CARPORT/PATIO ROOF ❑ NEW ❑ EXISTING X ❑ HABITABLE GLASS ROOM ❑ NEW ❑ EXISTING X ❑ CAT 1, 2 OR 3 SUNROOM ❑ NEW ❑ EXISTING X ❑ ALUMINUM COMM. SHED ❑ NEW ❑ EXISTING X ❑ POOL ENCLOSURE ❑ NEW ❑ EXISTING X ❑ M H ROOF OVER ❑ NEW ❑ EXISTING X ❑ ROOF SYSTEM OVER EXISTING ACCESSORY STRUCTURE ❑ NEW ❑ EXISTING X ❑ OTHER: ❑ NEW ❑ EXISTING X ❑ ALUM POOL FENCE Linear feet TOTAL SQUARE FOOTAGE OF CONSTRUCTION 9. VALUE OF CONSTRUCTION: $ I Z , O a co 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 0U2612010 OWNER INFORMATION ' e NAME: �TA- G Vie? ADDRESS: 2 T, -7 s- S i CITY: STATE: ZIP PHONE (DAYTIME): CU� L — Z 7 EMAIL: FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE: FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: 21P PHONE (DAYTIME): (_- CONTRACTOR INFORMATION STATE OF FLORIDA REG./CERT #: S C C ©�6� 3� ST. LUCIE COUNTY CERT #: 2 `70 © -2— BUSINESS NAME: 713 nA tyk o I D i (% HA'00J QUALIFIER'S NAME: 1 U ADDRESS: q- 3 CITY: ISP-C-v STATE: - ZIP 3 2% SS v PHONE (DAYTIME): � Z 14AX NO. email: q _ , ARCHITECT/ENGINEER: ADDRESS: `' o 3'0 je�- V— ft� U O a1 -1\-� CITY: \IP 2 U .Cj— STATE: (, ZIP 2 CI PHONE (DAYTIME): (r772 1-7' ; —Z �Z -7 NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING, AND HVAC 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) OFFICE USE ONLY SECTION O�U TOWNSHIP (mil RANGE 3 C/ MAP NO. a, ZONING / `� -c� LAND USE LOT CVG % Additional Permits U Required REPORT 114 BIMS FEE $ MISC FEES $ TOTAL FEESCODE 1 $ BUILDING & ZONING REVIEW FRONT PLANS VALUE OF.CONSTRUCTION REVIEW COUNTER ZONING SUPERVISOR EXAMINER VEGETATION USING ICC TABLE COMPLETE Q ( 2l v 16,et6 U9,6,5 iNITTAI C I IX _.1 1. PLAN W SPECIFICATION °Fr .LIST PLEASE PROVIDE ONE OF THE FOLLOWING: ' ❑ 2 Sets of Detailed Plans: Dated, Signed & Sealed by an Engineer or Architect holding a Florida State professional license. ❑ 2 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 fs489.113. (n ANY PLANS SUBMTTTED 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 8112" 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 0 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 Building Code of 2007, Chapter 20, including 2006 revisions. • 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 ANYALUMINUM COMPONENT, SHALL MEET ALL OF THE ABOVE REQUIREMENTS AND THE FOLLOWING ADDITIONAL ITEMS: (A) 2 copies of the current product approval [ie. 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. W 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 [3.1.2] 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 15C-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' 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. 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 ATTACHMM, 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. 3.1 ,the ontractor / Owner Builder, have verified that the existing foundation meets the requirements of the Engineer of Re d is in adequate condition to withstand the uplift and weight of the aluminum structure and said structure will not eac d e oo int of the structur#Ahat was in existence prior to removal by the storms. OWNIW OR CON C OR SIGNATURE CONTRACTOR SIGNATURE STATE OF FLORIDA COUNTY OF 1: nr,4 nr Rtl&-k— The foregoing instrument was acknowledged before me me this ZV day of 0_�6 4,1'-'l , 20 1 , who is personally known to me, or who has produced . (_ b C— , STATE OF FLORIDA COUNTY OF T;A The foregoing instrument was acknowledged before me me this 2-Y day of A,- , 20 by , It YI'I rw a ['b who is personally known to me, or who has produced � �' as identification. as identification. IREN� E• S1.IyDER `� IaZENE E. S\TYRE O 141YION N EE319. MY CO ealN EE2015 ugust 04,201 Signature ofNotary EXPIRES: August 04, 2015 Signature ofNotary . Notary Discount Assce. i-aoa kIT. xY''`iefi6" I.800.3-NOTARY Fl. NavY DiscountAteoe..Co� IMPORTANT NOTICES: • TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR, IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION, TO SIGN THIS APPLICATION & THE OWNERBLDR AFFIDAVIT. • 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. JOSEPH E. SMITH, CLjU OF THE CIRCUIT COURT - SAINT LUCIEMTNTY FILE # 3640885 OR 3334 PAGE 972, Recorded 10/25/202:28 PM AFTER RECORDING -RETURN TO, F 7 PERMIT NUMBER: L 'n& Vp;,er is resTr.rJ rnr re,•urenn;; L,ru NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: o° - eA rJJrl6N SUBDIVISION a .+. BLOCK Lv TRACT LOT y BLDG UNIT 2.GENERALAESCREMONOFIMPROVEMENT: 7s--(z;rffN 'r r,,.c�uSu2A 3. OWNER INFORMATION: a. Name sJ C--OAA 4Q__,e b. Address2 C 7S W 'f— C .tn : �— ZQ `P cs�rr 3�9 �— c. interest in property � nar 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: 5. SURETY'S NAME, 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. 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 Statutes: NAME, ADDRESS AND PHONE NUMBER: 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienoi s Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is specified) , 20_ Print Name and Provide Signatory's Title/Office Owner's Authorized Oiticer/Director/Partner/Manager State of Florida County of The foregoing instrument was acknowledged before me this -2- BY of =Za� , 20 7 / By -� as 6-7 (Name of person) (Type of authority... e.g. Owner, officer, trustee, attorney in fact) For (Name of party on behalf of whom instrument was executed) Personally Known' or produced the following type of ID: 2cr �N L � IRE : A SNYDER 1� ri l� MY COMMISSION Y EEI19256 � ) E EXPIRES: ugmt Oi, 2013 (Printed Name of Notary Public) (Signature of Notary Public) r n' """A. 01avai A C. Under penalt' of perjury, I declare that I have read the foregoing and that the facts in it are true to the best of my knowledge and belief (= n 9 525, Florida Statutes). tittr7 cer/Director/Partner/Martager who signed above: By: y r� Pay.0gr OrW(R—ding) _ — mbink S1PjE S1• 1 i k3ls I RUB OR1l Q7 TAX PARCEL 232F5M—aD46—CD4-1 1274.211& Uk A — A xd0 4e as PROP. �'ar FEE = 130 .6" U o ih N 30 3tf "� L � o POND I Dam 3 car_ am mar \ F.FF. AL x�ti CM �l110 DA= Nj d- x,`� .4 N 1 a!LK 1270.98' t 0-000-4cFu�o LE LEGAL DESCRIPTION Lot 2, Block 6, MCNURLEN FARMS, a subdivision recorded in Plot Book 4 Page 56, of the public Records of St. Lucie County. Florida. t'1 20 TOGETHER WITH AND SUBJECT TO those certain easements for Fay::, P, a ` Ingress and Egress and for Drainage and Wities treated, p l 5 reserved or granted by that certain Declaration of Easements and Restrictive Covenants, dated May 24, 2000 and recorded DATE: 7 28 t o in OR Book 13OZ page 901, fist amendment thereto recorded BAST FIELD D A S B U I t_ T SURVEY in OR Book 1347. Page 2825. of the Public Records of St. cert i r:e Lucie County, Florida. d to: Scott McGee 2675 S. Brackstnith Road sGILE:1'=100+ an I c On es I gnS 1 ra.bf ea My that Un sar . skm hwow Is in* eW corred a+d is iaad w Xw Wt. t w. to tM Min. ihta of the Treasure Coost .�..,...e. uaYtd wTuhdcal Skmftrb of Dint. aa7 DATE:B 1 la 7S NE Jvtm Beaeh Blvd. 4eaam Beaeh. FL 34957 Florida edelabtrettva coda. : JC Mal IIng Address: ate"°�lt P.O. Box 1421 Jensen Beach. FL 34958 R.mo 2010-0475 (772) 398-4290 ALA554309Mi I.can DATE: -- REVISIONS sm:�a NOT TUMMOLO Lot#: ALUMINUM, INC. Name: SPECS "Built to Last" Address: JOB COLOR: WHITE O BRONZE O (772) 664-7276 • (772) 473-6215 Phone #: Roof t Style —_ Spacing_ ensard Sq. 0112 Mensard Beam Size a X_ " 0 Hip j 0 Dome 0 Flat Wails ! Uprights . > Spacing � Size Sq. Height Insulated Roof 0 Non Insulated O Fan Beam Size Sq. !S2 Length Doors B'B" Sunleck Sian rd Style " Single Double 0 14" Locks Y / N Locks Y / N Lock Style ScrgoreType Char Grey 18 x 14 O Florida Glass 0 20 x 20 0 Suntex 0 Sun Screen 0 Other Super Gutter / Lengt Angie Fasia Y / N Size Size Diviner 0 5" 0 7" Porch Panels & Misc. Kickplate Concrete Length 1�1 t S' _ Q Size Footer Smooth 0 Topping Y / N Woodgrain 0 Color Contract Pric f �^ (Engineering & 10% DoWnrO, D' x✓ � Permitting) C70 (Materials) 45% Sta _ 11 45% Complete Install Signatur NOTES: State Certified Contractor • License # SC-0056738 • Insured & Bonded # Unit #: Subdivision: /Z -^�_1ToWnship f 0 1 - t NN ALL CHECKS MUST BE MADE PAYABVE TO R1f I��: L i' INUM TO IN —SURE ALL LIEN RELEASES, WARRANTIES AND GUARANTEES ARE GRANTED UNDER THIS CONTRACT. MANAGE' RESERVES THE RIGHT TO REVIEW THIS CONTRACT AS REVIEWED BY OUR REPRESENTATIVE TO ENSURE COMPLIANCE WITH FLORIDA BUILDING CODE. ALL CONTRACTS MUST BE SIGNED BY AN OFFIIc,, TUMMOLO ALUMINUM, INC. BEFORE IT IS VALID, PAYMENT IS DUE UPON COMPLETION AND WILL NOT RELY UPON FINAL INSPECTION BEING COMPLETED. This contract shall carry with it a one (1) year warranty from the date of completion of the described job. All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from specifications listed above which will Involve extra costs will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tomado and other necessary insurance. Tummolo Aluminum, Inc. is not responsible for dam- age due to hurricanes or wind. OR WORKERS ARE FULLY COVERED BY WORKER'S COMPENSATION INSURANCE. NO warranty on any rescreen or repairs. This proposal valid for 45 days. Homeowner to be responsible for Community Deed Restrictions, (As Built) Surveys required by Building Department & All Variances. Homeowner to supply a Mao of Survey with complete legal description on (structural pool and Ratio enclosures. Homeowner Is responsible to have electrical power accessible to job. There will be a $300 processing fee for change orders received after permit has been submitted. Removal of the building permit from its original placement could result in a failed inspection, which will be paid by the customer. Permit is the property of Tummolo Aluminum, Inc. There is a 5% margin for error for house or deck discrepancies. This contract shall be in default when any payment due hereunder shall not be paid when due. Such default shall entitle Tummolo Aluminum, Inc. to repossess the above described property on demand and without notice and to retain all money previously paid. Tummolo Aluminum, Inc, to repossess the above described property on demand and without notice and to retain all money previously paid. Tummolo Aluminum, inc. shall not be responsible for any damage to the purchaser's property caused by the removal of the above described articles from the premises in order to repossess them, If this contract is in dispute parties agree to resolve dispute through Arbitration. Tummolo Aluminum, Inc. Is not responsible for any damage to landscaping or sprinklers that would interrupt our access to the area where work Is being performed. if we are unable to access the property when scheduled we will be forced to reschedule at our convenience and a trip charge will be assessed. This contract is nontransferable. On newly constructed homes if the project Is not ready for Tummolo Aluminum, Inc. to begin work within 90 days from the date of contract we reserve the right to increase price according to material & labor Increases. The undersigned acknowledges a receipt of a true copy of the contract and acknowledges that he has read and knows the contents thereof and understands that no other agreement verbal or othorwise is binding upon the parties and that some contains the entire Contract. In case of default the Seller shall be entitled to recover all costs, including reasonable attorney's fees. Tummolo Aluminum, Inc. reserves the right to vold this contract at any time and return the deposits. Acceptance of Proposal: The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be as outlined above. The final design, including bracinI and cabling where applicable, will be determined by Tummolo Aluminum, Inc. to Insure compliance withihe building and engineering codes. muoy rvmdun unrui i inn 0 „uvrri ru. Tummolo Representative: _,A�f; -- Date: I q1 __t I ( — Signature: GENERAL NOTES: ALUMINUM NOTES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO 1. FASTENERS SHALL HAVE A HEAD AND/OR BE CONSTRUCTION. PROVIDED W/ 1/2" DIA. WASHER UNLESS 2. ALL WORK SHALL COMPLY WITH ALL LOCAL AND REGIONAL NOTED. ORDINANCES. 2. ALL FASTENERS TO BE 2024-T4 ALLOY, 3. ANY DEVIATION FROM THIS PLAN SHALL BE REVIEWED BY THE NON-MAGNETIC STAINLESS STEEL, OR ENGINEER OF RECORD AND IS SUBJECT TO APPROVAL CADMIUM PLATED OR OTHERWISE 4. WIND PRESSURES DESIGNED FOR SCREENED ENCLOSURES W/ CORROSION RESISTANT MATERIAL AND SCREENS GT 60% OPEN ATTACHED W/ FLAT OR ROUND SPLINE. SHALL COMPLY WITH SAAC SPECIFICATIONS FOR ALUMINUM STRUCTURES -SECTION 1, THE DESIGN PARAMETERS FOR WIND LOAD ALUMINUM ASSOC., INC. &APPLICABLE COMPLIANCE FEDERAL STATE & LOCAL CODES. 3. ALL MEMBERS SHALL BE AND HAVE BEEN DESIGNED USING ALUMINUM ALLOY 6063-T6 1. BUILDING CATEGORY I UNLESS NOTED OTHERWISE. 2. FLORIDA BUILDING CODE 2007 EDITION W/ 2009 SUPPLEMENT& 4. THE CONTRACTOR IS RESPONSIBLE TO ASCE 7-05 INSULATE ALUMINUM MEMBERS FROM 3. BUILDING DESIGN IS PARTIALLY ENCLOSED DISSIMILAR METALS TO PREVENT 4. MEAN ROOF HEIGHT IS a15' ELECTROLYSIS. 5. ROOF PITCH 21 DEGREES S. ALL EXPOSED SCREW HEADS TO BE CAULKED. 6. INTERNAL PRESSURE COEFFICIENT+/- 0.55 6. ALL ELECTRICAL GROUND AND RELATED 7. WIDTH OF END ZONE 3' WIND SPEED IS 140 MPH 3 SECOND GUST WIRING, WHEN REQUIRED, TO BE DESIGNED 8. WIND EXPOSURE CLASSIFICATION: C & INSTALLED BY OTHERS. 9. ADJUSTMENT FACTOR FOR EXPOSURE & HEIGHT: 0.86 7. ALL ALUMINUM IS 6063-T6 MIN. 10. IMPORTANCE FACTOR: 0.77 S. ALL SELF MATING BEAMS SHALL HAVE A #6 Il. COMPONENT & CLADDING WIND PRESSURE ON SCREEN: S.M.S. @ 24" O.C. TOP & BOTTOM. HORIZONTAL PRESSURES ON WINDWARD SURFACES: 29 PSF HORIZONTAL PRESSURE ON LEEWARD SURFACES: 23 PEP CONCRETE NOTES: VERTICAL PRESSURE (SCREEN SURFACES): 8 PSF VERTICAL PRESSURE (SOLID SURFACES): 24 PEP 1. STRUCTURAL CONCRETE IS PRESUMPTIVE TO 12. LOADS: CONFORM TO THE REQUIREMENTS OF ACI 301 FLOOR 40 PSF AND SHALL ATTAIN A MINIMUM COMPRESSIVE ROOF/DEAD 8 PSF STRENGTH IN 28 DAYS OF 3000 PSF. UNLESS ROOF/LIVE 20 PSF NOTED OTHERWISE. WALL 18 PSF 2. ALL REINFORCING IS PRESUMPTIVE TO 13. SHEAR WALLS WERE CONSIDERED CONFORM TO ASTM 615 FOR GRADE 60 14. A CONTINUOUS LOAD PATH WAS PROVIDED STEEL I5. COMPONENT & CLADDING DETAILED 3. CHECK ALL DRAWINGS AND APPLICABLE 16. MINIMUM SOIL BEARING PRESSURE IS 2000 PEP PRESUMPTIVE MANUFACTURE'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH SCOPE OF WORK: AS PIPE SLEEVES, ANCHOR BOLTS, ETC. 4. REINFORCEMENT FOR CONTINUOUS 1. INSTALL SCREEN ENCLOSURE PER PLANS & SPECIFICATIONS FOOTINGS IS PILES U MPIIVE TO BE ABOVE. CONTINUOUS AND SPLICED WITH A FULL 25 INCH LAP. PROVIDE CORNER BARS *PLEASE CONTACT ENGINEER IF CHANGES ARE S.CONCRETE IS PRESUMPTIVE TO BE 3000 PSI REQUIRED* . - ON COMPACTED SOILS 3/16'. MIN. % I8° GUSSET PLATES EACH SIDE W/ (I6) #14 X X" S.M.S. EACH SIDE & EACH BEAM. CUT PLATES TO FIT INSIDE BEAMS. EVENLY SPACE SCREWS 2X8 BEAM :" BRACE W/ 50" PLATE @ (3) ONNECTIONS UTSIDE FACE W/ 1) #12 X 3/4" .M.S. INTO EACH EMBER ONNECTING ;LACE & CHAIR AIL & COLUMN @ DRNERS MEMBERSTO E2"X2"X - .040" INIMUM- X 2" X 5" X 0.050" X X e 2" X 5" X 0.050" X' x x x °) 3 2" X 5" X 0.050" X X X X - Z" x 5" x O.U50" x X x 21^ 1" X 2" X 0.040" 2" X 4" X 0.045" 2." X 2" X 0.040" W/JIIDDEN (4) #10 X 19" S.M.S. OR W/ 1" X 1" X W6" ANGLES X 2" W/ (2) #8 X " S.M.S. EACH LEG ON EACH SIDE „ BEAM 2 X 3 PURLIN ATTACHMENT SCALE 3/4° = V-0" 2" X 3" X 0.045" PATIO AS PURLINS ATTACHED TO BEAM W/ (4) #10 X I Ye" S.M.S. 2° X 8" X 0,072° X 0.224° SELF MATING BEAMS W/ #8 S.M.S. @ 24" O.C. TOP & BOTTOM I „ 2" X 2" % 0.045" PURLINS ATTACHED TO BEAMS W/ (4) #10 S.M.S. 1" X 2" _ TO COLUMN W/ (2) #10 S.M.S. (INSIDE) ' OVERLAP & CONNECT W/ #14 X Y," S.M.S., y" POP RIVETS, OR V" THRU-BOLTS, (4) EACH SIDE. 2" ANGLE W/ (3) #14 X M" S.M.S. EACH LEG 1" X 2" BOX ATTACHED TO 2" X CONTINUOUS SNAP SECTIONS OR #10 S.M.S. @ 4" EACH END & 24 COLUMN/BEAM ATTACHMENT DETAIL SCALE 3/4" = 1'-O" . COLUMN 2" X 2" X %- ANGLE ON EACH SIDE OF COLUMN W/ (3) #14 S.M.S. EACH SIDE DIA. CONCRETE ANCHOR W/ 3- EMBEDMENT (MIN) IN - FOOTER (EA. SIDE) 2" E.D. I" X 2" X O.044"-� OPEN BACK W/ 3/16" X 2 1/2". -� TAPCONS @ 24" O.C. EXISTING HOST STRUCTURE (TO REMAIN AS ISI_ MAX. 24" O.H. _______________________________________---5SVPEAGOTR----------------------------- 1'-11" 30 DOOR mx �,+l2e+ uE'wXyfixNysij ufmXNiXmx4i w.wXwNmN mXufx-Xi R (' g 2"X3" 2"X3" 2"X3" 2"X3" Xsh'�x 2"X3" 2"X3" 2"X3" r ry } X 2"X3" Nmmx 2"X3" 2"X3" 'o X 2"X 3" x 2"X3" m X 2"X3" � +" h 2"X3" 555'''---111111 1'-3" 30'-11" S-I11" x 2"X3" 2"X3 2"X3" 2"X3" zo x 2"X3" Im El 2"X3" 2"X3 8 +Ze 2X3" x 2"X3" 2"X3" 2"%3" 2"X3" Im 2"X3" ZX31" 5 111° x x X 64 X m X .} X �•• 5'-11'j 6'-108° 6•_10•. 6'-1 e" 6'-1 8" 6'-108" 6'-1 8" 6•-10j" 49'-8" DIAGONAL WIND BRACING REQUIRED @ ALL CORNERS & LOCATIONS SHOWN - ATTACH W/ (2) # 12" X 4" S.S. OR GALV. INTO BEAM/EAVERAIL & (2) #12 x 4" S.S. OR GALV. INTO POST- (4) 1/4" % 4" THRU-BOLTS MAY BE SUBSTITUTED - NOTE: SCREWS ARE CROSSED DIAGONALLY & FULLV EMBEDDED THRU THE MEMBER WALL 3' xf xf xx xN ZX3 2"X2" 2"X2" 2"X2" 2"X2" 2"X2" 2"X2" 1^xz•• r•xz•' 1"xz•' rxz" rxz" r•xz•• rxz" 13' o x 0 2 X 0 x 6 x 0 x 0 6 10, % �x x x X 3"X2" 7°J17: 3"X2" 3"X2" 3"X2" 3"X2" 3"X2" 1°X2" 1°%2" 1"X2" 1"X2" 1"X2" 1"X2" '3" X 2" X0.045" PATIO GIRT W/ HIDDEN (4) #10 X I%- S.M.S. OR W/1"X1"X X6" ANGLES X 2" W/ (2) #8 X X. S.M.S. EACH LEG ON TOP & BOTTOM. TYP 12-- 24" FROM GROUND 3° X 2" X 5/16" ANGLE X 3" LONG EACH SIDE W/ (3) #14 X I S.M.S. EA. SIDE (2) 1/4'° X 3" TAPCONS INTO CONCRETE SLAB (EA. SIDE) ENSURE AN MAINTAIN ALL MINIMUM EMBEDMENTS. 12" x 12" FOOTER W/ (2) #5 BAR CONTIN. (MIN.) COLUMN BASE CONNECTION DETAIL SCALE 3/4" = V-0" SCREEN FRAMING PLAN & ELEVATIONS SCALE: 1/8" = 1' 0" 1" X 5" X %' ANGLE 6" LONG AT EACH (3) #12 %" S.M.S. BEAM & IN BETWEEN @ THE CENTER W/ (3)" X 2" LAG SCREWS (EA) 1° X 2" X 0.044 T.7 1 #14 X 2" S.M.S. TO GUTTER @ 24" O.C. EXISTING ROOFING OF (2) 2" X Y`X %° ANGLE EACH SIDE OF EXISTING STRUCTURE BEAM W/ (I) #14 X 2" S.M.S. TO GUTTER & (2) #14 X W S.M.S. INTO BEAM / BEAM/PURLIN OF %° X 2" LAG SCREWS (3 THRU SCREEN ENCLOSURE 1" X 5" ANGLE & 24" O.C.) %ISTING 2X NOMINAL SQUARE CUT UB-FASCIA ON EXISTING STRUCTURE ATTACHED TO RAFTERS W/ (3) 16d NAILS (MIN.) 2° X 2" X K" ANGLE CONTINUOUS (LEG OUTTO PIT SLOPE) ATTACHED TO GUTTER W/ #12 S.M.S. @ 24" O.C. ATTACH WITH BEAM W/ 2" X 3- RECEIVING CHANNEL W/ (4) J # 12 S.M.S. X 3/4" SCREWS INTO EACH SIDE OF CUP 5" SUPER GUTTER NOTE: BUILDING CODE REQUIRES CONNECTION TO 2" NOMINAL FASCIA. IF EXISTING FASCIA IS NOT SUFFICIENT, BEAMS MUST BE FASTENED DIRECTLY TO TRUSS RAFTER TAILS OR INTO A STRUCTURAL GUTTER PIECE LONG ENOUGH TO SPAN TO A RAFTER TAIL& FASTEN SECURELY. SUPER GUTTER ATTACHMENT DETAIL SCALE 314" = V-0" 2" MIN ` l' ` o . ST. LdJCIF CCUN'Ty BMDLNG DMSI®N REVIEWED FOR C . LANCE REV_ E BY DATE 0 'o N 7�(j1Sp IKa'E 2"X4"/5"X 0.045"/0.050" 6' �El ,/��TT �•�. J+o�"'T ��ppP��j" ®� ��B PATIO COLUMNS Tf n rTi N WELL ELL BE 1 l-&DF" COLUMN OR 1" X 2" OPEN( BACK OR 2" X 2" PATIO @ END WALLS W/ #10 X 1'Zi" S.M.S. (OR 1/4" X 2-1/4" (3-1/4" FOR 2" X 2") TAPCONS @ CMU WALL LOCATIONS) @ 24" O.C. & 6" FROM ENDS 1" X 2" X 1/8" ANGLE CLIPS WITH (2) #10 X 1/2" S.M.S. SCREWS EACH SIDE/BOTH ENDS OR (3) 2- X 1-1/z" S.M.S SCREWS IN SCREW BOSS I" X 2" X 0.040" OPEN BACK 1" X 2" OPEN HACK ATTACHED W/ 3/16" X 2-1/2" TAPCONS @ 24" O.C. FOUNDATION CONCRETE) #8X 9/16"TEK _ SCREWS @ 6" O.C. _ 3" X 2" X 0.045" CHAIR RAIL - DOOR UPRIGHTATTACHED TO _______________.- -------- SO TTOM W/ MIN. (4) #10 X I S.M.S. IN SCREW BOSSES - ) .024" KICKPLATE 3' MAX. e4 0 4' CHAIR RAIL DETAIL SCALE: 1/2" - V-0" REVISIONS 11^ 0 S. o OaG vd O DRAWN O A-10. 2011 BY JASON W. 14 T. P.E M0473-2 71 CHECKED B JWS SCALE AS SHOWN SHEET S._.1