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HomeMy WebLinkAboutSUBMITTED PAPERSr OFFICE 1. 2. 3. 4. 5 1, 6. PLANNING & DEVELOPMENT SERVICES SCANNED 1771—" BUILDING & CODE REGULATION DIVISION gY -= 2300 Virginia Avenue St. LUC! - Ft. Pierce, FL34982-5652 @ �Oi117t� 772-462-1553 APPLICATION FOR ALUMINUM STRUCTURES PERMIT ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED . LOCATION/SITE ADDRESS: PROJECT NAME: Wi—r7 PROPERTY TAX ID #: , 7 LEGAL DESCRIPTION_(attac! PLAT BK PROJECT. INFORMATION .. _79TN PARCEL SIZE: ACRES/SQ FT IC�iI�ZN� LOT DIMENSIONS LOT_ 7. SETBACKS (ACTUAL) FRONT: BACK: RIGHT SIDE: LEFT SIDE: 8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE) TYPE OF CONSTRUCTION N = New A = Addition R = Rebuild SG = Slab on Grade SR = Raised Slab WD = Wood Deck DIMENSIONS SQUARE FEET OF CONSTRUCTION ❑ SCREEN ROOM ❑ NEW ❑ EXISTING X ❑ CARPORT/PATIO ROOF ❑ NEW ❑ EXISTING X ❑ HABITABLE GLASS ROOM ❑ NEW ❑ EXISTING X ❑ CAT 1, 2 OR 3 SUNROOM ❑ NEW ❑ EXISTING X ❑ ALUMINUM COMP. SHED ❑ NEW ❑ EXISTING X El POOL ENCLOSURE ❑ NEW ❑ EXISTING X ❑ M H ROOF OVER ❑ NEW ❑ EXISTING X ❑ ROOF SYSTEM OVER EXISTING ACCESSORY STRUCTURE ❑ NEW GYEXISTING X OTHER: liCAV11C 1N`*vVA4,VXeTS fL ❑ NEW ❑ EXISTING 20 X 12 j0 s-f ElALUM POOL FENCE Linear.feet TOTAL SQUARE FOOTAGE OF CONSTRUCTION Q S • f 9. VALUE OF CONSTRUCTION: $ 45/01 q 7S- O 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. i SLCCDV Form No.: 001-02 Rev 0412612010 OWNER INFORMATION NAME: 1 I ( 1 v ADDRESS: 1 r• `' CITY: .�ic� STATE: ZIP PHONE (DAYTIME): c--) 7 7 ,2 FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE: (TITLEHOLDER: FEE SIMPLE ADDRESS: CITY: STATE: ZIP PHONE (DAYTIME): CONTRACTOR INFORMATION STATE OF FLORIDA RE; ./CERT #: ST. LUC IE COUNTY CERT #: BUSINESS NAME: QUALIFIER'S NAME: ADDRESS: q CITY: LLa I ip, `.lam 71 1Jr-1 STATE: ZIP PHONE (DAYTIME): L_)FAX NO. email: ARCHITECT/.ENGINEER: ADDRESS: CITY: STATE: ZIP PHONE (DAYTIME): L� 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 I I TOWNSHIP I I RANGE I I MAP NO. ZONING I I LAND USE I I LOT CVG % I Permits REPORT BIMS FEE $ MISC FEES TOTAL FEES CODE BUILDING ` &` ZONING`REVIEW .. y FRONT PLANS VALUE OF CONSTRUCTION REVIEW COUNTER ZONING SUPERVISOR EXAMINER VEGETATION USING ICC TABLE PLAN REVIEW SPECIFICATION CHECKLIST 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 fs-489.113. (I) ANY PLANS SUBMITTED WITHOUT COMPLYING WITH THE FOLLOWING SHALL BE RETURNED WITHOUT APPROVAL. ALL PLANS MUST BE IN INK AND ANY NOTATIONS IN PENCIL WILL NOT BE CONSIDERED A PART OF A SUBMISSION. • All plans must be legible and must be designed in Architect's Scale on pages which are 81/2" x 11" or larger. • All relevant tables & details, if using a manual, must be properly highlighted and must match design checklists & drawings. • The plan view must include all dimensions; the location of the host structure and all materials must be sized and identified thereon. • All elevations must be shown, including 4`h wall detail, dimensions and all material must be sized and identified. • All primary and secondary carrier beams, spans, spacing, gauges must be shown [Example: 2" x 8" x .072"]. • All methods of fastening or other details which are relevant to the design must be identified on the Plans. • All upright column heights, sizes, spacing and gauges must be shown as follows: [Example: 3" x 3" x .050"]. • All chair -rails, roof purlins, girts, channels, knee -bracing, k-bracing, cable bracing or any other required component must be sized and identified. • All ridge beams and super gutter or fascia attachments must be identified. • All roof pans or composite panels, with gauges and spans, must be sized and identified. • All footing, slab and ISO pier designs must be on the plans, per the Architect / Engineer's plans & specifications. • All light metal alloys which are utilized shall be designed in conformity with the Florida Bldg Code of 2010, Chapter 20. • Barrier railings, if utilized, shall have all materials, fasteners and height specified and shall have self -closing, self - catching gates with picket spacing. (II) SITE CONSTRUCTED SHEDS, HAVING ANY ALUMINUM COMPONENT, SHALL MEET ALL OF THE ABOVE REQUIREMENTS AND THE FOLLOWING ADDITIONAL ITEMS: (A) 2 copies of the current product approval [i.e. N.O.A. or State of Florida approval] with the proposed "opening or cladding component highlighted and with fasteners and design pressures, per FBC 1714, clearly identified. (B) 2 electric schematics, in accordance with the N.E.C., if applicable. (C) Design pressures, per ASCE-7, identified on the openings of all Plans. (III) HABITABLE ROOMS/ADDITIONS DESIGNS SHALL MEET ALL OF THE ABOVE REQUIREMENTS, EXCEPT AAMA SPECIFICATIONS, AND CHAPTER 13 OF THE FLORIDA BUILDING CODE. (IV) SUNROOMS (as defined in R202 and FBC 2002.6) MAY BE CONSTRUCTED, SO LONG AS THEY MEET ALL OF THE ABOVE REQUIREMENTS AND MUST BE IN STRICT COMPLIANCE WITH AAMA/NPEA/NSA2100.02 AND MEET THE FOLLOWINGADDITIONAL 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 ATTACHMENT, THE APPLICANT DOES HEREBY MAKE A GOOD FAITH PROMISE TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT, AND DOES SO AS A CONDITION PRECEDENT TO THIS PERMIT 1. If utilizing the AAF Guide to Aluminum Construction in High Wind Zones, I the Contractor/Owner Builder hereby certify that the components being used, fasteners type and fastening pattern meet all the requirements for the designated wind zones established by the county and take full responsibility for complying with the submitted design of the structure being permitted. 2. I further certify that all the foregoing information is accurate, that no work or installation has commenced prior to the issuance of a permit and that all work shall be performed in compliance with all applicable laws regulating construction and zoning in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, and HVAC, etc., not otherwise included with this building permit application. 3. I , the Contractor / Owner Builder, have verified that the existing foundation meets 'the requirements of the Engineer of Record and is in adequate condition to withstand the uplift and weight of the aluminum structure and said structure will not exceed the footprint of the structure that was in existence prior to removal by the storms. OWNER OR CONTRACTOR SIGNATURE CONTRACTOR SIGNATURE STATE OF FLORIDA COUNTY OF 1 The foregoing instrument was acknowledged before me me this day of JAW , 20 by SWe P6 , who is personally known X ANT NOTICES: to me, or who has JOHN FERRICK Notary P I State of Ro i1N ily Coma AW S. 201i CommisaW #F FF 1510 bWW,Throuoh NatW Ndn AIN STATE OF FLORIDA COUNTY OF - 67— Zt U6 The foregoing instrument was acknowledged before me me this 13 day of `J� , 20 �T L, by M� who is personally known to me, or who has ofN uy • r •: My COMM 26.2017 ��'•�°� �„��� B.ondMW T hro4h NaBBigi Aosn. • 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 B LISTED ON THE FRONT OF THE APPLICATION, TO SIGN THIS APPLICATION & THE OWNERLDR 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, CLERK OF THE CIRCUIT; RT SAINT LUCIE COUNTY FILE # 3901066 11/25 2013 at 09:43 AM OR BOOK 3581 PAGE 2785 - 2785 Doc Type: NC RECORDING: $10.00 State of Florida County of St. Lucie 'ICE OF COMMENCEMENT /�`� 'olio No. J U t (2` I CJ 1� 6 The undersigned hereby gives notice that improvement will be made to certain realproperty, and in accordance with Chapter 713, Florida Statutes, the following�information is provided in this Notice of Commencement. Legal Description of Property: (and street address if available 5 General description of improvement: Owner information or Lessee information if the Lessee pontracted for the improvement: Name Address Interest in prdperty: , 6 Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Name: LA Contractor Address: I.Labe, i Surety (if applicable, a copy of the payment bond is attached): Amount of bond: Name and address: Lender Name _ Lender's address: Number: Phone Number: hone number: 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: Phone Number: In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner: Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date is specified) i WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty'of perjury, I declare that I have read he foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and beljef B 11 �r �! of Owner or Lessee, or Owner's or (Signatory's Title/Office) i The foregoing instrument was acknowledged By a's Authorized Officer/Director/Partner/Manager me thisday o=T_ , 4— for Na'ine of Person _ Type of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed Personally known_ or produced Identification (Signature of Notary P blic - State of FloridVC61 C)lp& M. MEARS (Print, Type, or, Stamp Commissioned NamNOTARY PUBLIC Type of Identification produced STATE OF FLORIDA Comm# DD966591 Expires, 5/30/2014 OFFICE USE ©NL . DATE FILED: '' PLAN REVIEW F RECEIPT NO.: CONCURRENCY FEE: RECEIPT NO.: PERMIT NUMBER: CERT. CAP. NO.: ALL INFO MIDST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS'DIVISION 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 , 772-462-1553 C UCI6, APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE 1?FD IECT t+tgFnullTOId - 1. LOCATION/SITE ADDRESS: 2. PROJECT NAME: rilQ-i n �) C'11. * y �AAN��NNAA�MEy: 3. PROPERTY TAX ID: 4. LEGAL DESCRIPTION (attach extra sheets ifnecessary): ` .vo 5. PLAT BOOK ./ 6. PAGE NO.7. BLOCK NO. %� S. LOT NO. 9, PARCEL SIZE (ACRES/SQ FT.): LOT DIMENSIONS: 10. CO E DE� C 1T0 F CO��UCTI(,}�P(O F nv�{x'�x pr'ry'IZlI�[�" ` r �' II i 1. SETBACKS (ACTUAL) FRONT: BACK: RIGHT SIDE: LEFT S 12. TYPE OF CONSTRUCTION {Check all appropriate boxes) [ J NEW CONSTRUCTION [ ] EXPANSION/ADDITIONT [ J INTERIOR RENOVATION [ J RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ J OTHER (SPECIFY) i 13. DESCRIPTION OF PROPOSED USE: 14, SQ. FT OF CONSTRUCTION: G 15. SF. FT 1 st FLOOR: 16. VALUE OF CONSTRUCTION: S 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 4alue is 52500 or more, a RECORDED Notice ofCommencement must be submitted v6th this application. SLCCDV Form No.: 001-02 UPDATED 6125/09 OWNER INFORMATION NAME: I FJ t lr' ADDRESS - CITY: �� ; 4TE: ZIP: PHONE (DAYTIME): (_� r' Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): (_) 7Y� 2, CONTRACTOR INFORMATION ST. of FL REG.CERT #: ST. LUCIE COUNTY CERT #: BUSINESS NAME: � QUALIFIERS NAME: ADDRESS: ' CITY: STATE: ZIP: PHONE (DAYTIME): &N FAX NO` Email: ARCHIT/ENGINEER: ADDRESS: ` CITY: STATE: ZIP: PHONE (DAYTIME): (� BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER. - ADDRESS: CITY: STATE: STATE: ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification_ it will be voided and returned to you by mail. CERTIFICATION: This application is hereby made 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. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TAINKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County,makes no representation that its granting of a permit will authorize the permit holder to build the subject structure ,%vhich is in conflict with any applicable Homeowner Association rules., bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner' SAssociation and reviev your deed for any restri ctions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming. pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO' OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR HAPROVEMEN'TS 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 YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEl1IENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE. AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACRMENT. STATE OF FLO A COUNTY OF uNga�c The foregoing instrument was acknowledged before me this 1 s day of 004. 20 l3 , byyyvtc�-L �S?�'1 Wutl who is personally known or has produced T:>, L • as identification. Signature of Notalw CONTRACTOR SIGNATURE STATE OF FLORMA p COUNTY OF Nc.�Wv� &aee�t The foregoing instrument was acknowledged before rue this I S�_ day of +zw: , 20 (3 , by who is personally known 4_G or has produced Signature of Notary RF HExpires c State of Flor da Commission No.�� 2pires Jublic State of Florida Commission No. esilo : oorr h Pesilo sion EE 026011 Commission EE 026o11 4/2014 urn 09/14/2014 NOTE: TWO:(2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN ONVNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN. THE OFFICE LISTED ON THE FRONT'OB THIS APPLICATION. OWNER BUILDER AFFIDAVIT `VPILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. as identification. For specific instructions see appropriate permit checklist. f BP #: OFFICE USE ON, I ff f SECTION i TOWNSHIP RANGE MAP NO. ZONING LAND USE LOT CVG % TAZ NO. - FLOOD -ZONE:- -1—FIREL�h—-- - - -- - - - E CONST TYPE- - OCCUP TYPE -_. MAX-OCCUP _ - _ -, -_ . # OF FLRS — �VErTER- - - - -- — -SEWER .. - ---- --- -.._ -SPRINKLERS--- - . - -- -- STORMWATER_- _ - ----- i LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT, Before 111990 After 1/1990- REQUIRED APPROVED -REPORT HABITABLE RADON PERMIT CODE AREA OLADO FEE FEE LIBRARY PUBLIC BID PUBIC BID PARKS BRACT IMPACT FEE IMPACT IMPACT FEE CORRECTION FEE FEE GENERAL I SCHOOL ROAD CREDIT Y N LAW ENF IMPACT IMPACT t i .IMPACT -FEE FEE, FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE BRACT REQUIRED FEE VARIANCE FEE FEE. E SPECIFY MECHANIC ROOF NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING FEES ( i DATE SENT TO ADDRESSING: ! / k REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE -COUNTER. REV—wW REVIEW REVIEW REVIEW REVIEW REVIEW. DATE _ RECEIVED I DATE 10 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3901066 ( ,DOK 3581 PAGE 2785, Recorded 11/25)- ,3 at 09:43 AM NOTICE OF COMMENCEMENT Permit No. Tax Folto No.;3 y 2-4 OV a Uo�7;7, 66t� • y 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. Leial Desalptlon of Property; and street address if availabl ell CJ�rZy�z General description of improvement: ij Owner Information or lessee Information if the Lessee o racted for the improvement: Name Address Interest In property: ' e)wJ2 Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Name: LA Contractor Address: /D L -jCX 2:fJf] I- hi f rl Number: Surety (if applicable, a copy of the payment bond is attached): Amount of bond: yPPhhonn�e ` w 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 Statutes: Name: Phone Number: Address: In addition to himself or herself, Owner designates Lienor's Notice as provided In Section 1 .1 (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 contractor, but will be 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SiTE BEFC19E THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FlNANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I deciare that I have read he foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and bel ` (Signature of Owner or Lessee, or Owners or essee's Authorized Officer/Director/Partner/Manager (Signatory's Title/Office) Q The foregoing Instrument was acknowledged before me this!_. day o , 2/j BY e''yCJ / for Nafne of Person Type of authority (e.g. efficer, trustee) Party on behalf of whom Instrument was executed Personally known_ or produced ldentifiration I (Signature of Notary g blic • State of Flodda) DIANP M. MLaARi (Print, Type, or Stamp Commissioned Name I►i AARY PUBLIC Type of Identification produced' STATE CIF FLORIDA CamM DDB8bM t Explrgs,5/3012014 STATE OF FLOW4, 8T: Lum r:0UFp'1 TN!9 IR Tn f ,q PTIt:'V TQAT• TA) sr It, t. T Property Appraiser - St.Lucie County, FL http://ww -: slc.org/paslc/prc.asp?prclid=342480000770007 Herman W Schmidt Record:1 of 1 Property Identification Site Address: 3404 Red Tailed Hawk Dr Sec/Town/Range: 24:36S:40E Map ID: 34/24N Zoning: PROPERTY RECORD CARD "Prev Next» Spec.Assrmt Taxes Exemptions Permits Home Print CIE �06, ParcellD: 3424-800-0077-000-7 Account #: 162116 C'r Use Type: Mob Homes City/Cnty: Saint Lucie County Ownership and Mailing Owner: Herman W Schmidt Sheila M Schmidt Address: 3404 Red Tallied Hawk Dr Port St Lucie FL 34952 tales Information Date Price Code 12/6/2005 0 01 9/30/1997 4000000 02 Legal Description FAIRWAYS AT SAVANNA CLUB REPLAT NO. 1 (PB 57-40) BLK 70 LOT 7 (OR 2452-390) Assessment 2013 Deed Book/Page 2013 TRIM: 57100 LE 2452/0390 Assessed: 57100 WD 1106 / 1324 Ag.Credit: 0 Exem pt: 37100 Taxable: 20000 Taxes: 456.57 BUILDING INFORMATION Total Land and Building Land Value: 16000 Acres: 0.14 Building Value: 41100 Finished Area: 1188 SgFt Exterior Features View: - RoofCover: - RoofStruct: ExtType: MHA- MHA YearBlt: 2005 Frame: Grade: SAVL - SAVL EffYrBlt: 2005 PrimeWall: StoryHght: 0010 -1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 2 Electric: - PrmintWall: - FullBath: 0 HeatType: FHA- FrcdHotAir AvgHt/Fl: 1/213ath: 0 HeatFuel: ELEC - Electric Prm.Flors, - °/f)A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Use Type Type Measure Depth 1 0200-Mob Homes N -Flat 1 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE A0 IS NOT WARRANTED. 1 of 1 10/28/2013 8:43 AM Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL. 34982 Phone:(772)462-2172 Fax:(772)462-6443 January 07, 2014 27432 LIFETIME EXTERIORS INC STEVE C MEARS 102 SOUTH F ST LAKE WORTH, FL 33460 REVIEW COMMENTS FOR CONTRACTOR JAN 13 2014 Page 1 of 2 RE: Building Permit Number 1312-0077 As of today's date the owner listed on your application is being notified along with yourself that the referenced buiding permit has some issues listed in the comments below. Please address these issues as quickly as possible so that we are able to continue to process this permit in a timely manner. If you have any questions regarding the comments below, please call our office. PROPERTY INFORMATION OWNER INFORMATION 3404 RED TAIL HAWK DR HERMAN W SCHMIDT PORT ST LUCIE, FL 34952 3404 RED TAILED HAWK DRIVE PORT ST LUCIE, FL 34952 APPLICATION INFORMATION Permit Number: 1312-0077 Stories: 1 Permit Type: ALUMINUM SPECIALTY PERMIT - FILL IN REVIEWS AND COMMENTS Review Type Status FRONT COUNTER REVIEW COMPLETE Comment: DOCUMENTS MISSING PENDING 12/5/2013 1:39:46 PM Comment: PLANS EXAMINER REVIEW INCOMPLETE 1/7/2014 2:55:35 PM Comment: 1/7/2014 2:55:36 PM Comment: 1/7/2014 3:01:49 PM Comment: 1/7/2014 3:52:19 PM Comment: Reviewed By Date Started Date Completed Date Released DAWN MILONE 12/5/2013 DAWN MILONE 12/5/2013 NEED NOTICE OF COMMENCEMENT JOE CICIO 1/7/2014 12/5/2013 SUBMIT THE FL# AND APPROVAL COVER PAGES FOR THE HORIZONTAL SLIDING WINDOWS SUBMIT THE FL#AND APPROVAL COVER PAGES FOR THE CWS SWING DOOR EAR-`t-!&ffT Bt:ffE--WtTPt-SMV`EL WHERE ARE THESE PANELS LOCATED —� N� Dt�S aA) '-'OB CONTRACTOR TO SUBMIT THE PROPER ALMINUM PERMIT APPLICATION FOR THIS WORK AND PROJECT DESCRIPTION DOES NOT COMPLY WITH A SUNROOM DEFINITION Tuesday, January 07, 2014 3:59 PM Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL: 34982 Phone:(772)482-217,2 Fax: (772)462=i 443 REVIEW COMMENTS FOR CONTRACTOR Page 2 of 2 1/7/2014 3:52:19 PM Comment: COMMENTS MAILED AND E-MAILED AS OF THIS DATE Tuesday, January 07, 2014 3:59 PM Joe Cido From: Joe Cicio Sent: Tuesday, January 07, 2014 3:55 PM To: 'Phoebe@lifetimeexteriors.net' Cc: Joe Cicio Subject: Review Comments for Permit Number 1312-0077 Attachments: Report _FL_ Review _Comments _ Noncompliantjrf[2].pdf Dear St. Lucie County Permit Applicant, Please see the attached plan review comments which have been generated for your permit. As soon as we receive the modified plans and any additional required documentation back from the design professional , contractor or owner we will perform the additional reviews as necessary in order to complete the plan review process. Once the plans have been signed, by all applicable plan reviewers, we will move the permit forward either to the Fire Department or back to permitting for permit issuance. Thank you, Joseph. rc. (Ud o Plans Examiner II Standx d Building Inspector Building Plans Examiner One and Two Tamily Dwelling Inspector One and Two IarnilyPlan s Examiner St. Lucie County Planning and Development Services 772-462-1553 Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records . available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. 1 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: 3404 Red Tail Hawk Dr City / State / Zip: Port St Lucie, FI 34952 Parcel #: 3424-800-0077-000/7 Zoning: PUD REVIEW COMMENTS Page 1 Owner(s): Herman W Schmidt / Sheila M Schmidt Jurisdiction: SAINT LUCIE COUNTY Lot#: 7 Block: 70 APPLICATION INFORMATION Permit Number: 1312-0077 Stories: Permit Type: ALUMINUM SPECIALTY PERMIT - FILL IN CONTRACTOR INFORMATION Contractor Name: Steve C Mears Business Name: Lifetime Exteriors Inc Business Addr: 102 South F St City / State / Zip: Lake Worth, FI 33460 REVIEWS AND COMMENTS Review Type DOCUMENTS MISSING 12/5/2013 Comment: FRONT COUNTER REVIEW Comment: PLANS EXAMINER REVIEW 1/7/2014 Comment: 1/7/2014 Comment: 1/7/2014 Comment: 1/7/2014 Comment: 1/7/2014 Comment: Automatic Sprinkler System? No Fax Number: 561-582-7505 Status Reviewed By Date Started PENDING Dawn Milone 12/5/2013 NEED NOTICE OF COMMENCEMENT COMPLETE Dawn Milone Email: Phoebe@Lifetimeexteriors. .Net,. Date Completed Date Released 12/5/2013 12/5/2013 INCOMPLETE Joe Cicio 1/7/2014 SUBMIT THE FL# AND APPROVAL COVER PAGES FOR THE HORIZONTAL SLIDING WINDOWS SUBMIT THE FL# AND APPROVAL COVER PAGES FOR THE CWS SWING DOOR SUBMIT THE FL# AND APPROVAL COVER PAGES FOR THE ACRYLIC DEADLITE WITH SWIVEL CLIPS WHERE ARE THESE PANELS LOCATED CONTRACTOR TO SUBMIT THE PROPER ALMINUM PERMIT APPLICATION FOR THIS WORK AND PROJECT DESCRIPTION DOES NOT COMPLY WITH A SUNROOM DEFINITION COMMENTS MAILED AND E-MAILED AS OF THIS DATE - Date Sold O-2z•-13 LFTIME EXTERIORS, INC. Job Price $ �� 7 Financed? Yes fV Window Installation Gui'iect on Completion $ 7 Homeowner's fume _7a hMfe'� ' Phone (H) (W) Address of Job r 4' Pry Legal Description City f&n. FL -3 Directions to Job' Job Color Style Glass Grids Picture 2-Hi Mulls Job Includes -Description Bronze Single Hung Std Clear Yes Plate Glass 3-Hi Mulls F/S/Siding (circle items) . White Awning. Bronze Tint Insulated . 4-Hi Mulls Block -up Almond Slider Grey Tint 5-Hi Mulls Frame -out Mill 6-Hi Mulls Aluminum Build-up ' ull / OBS / A/C Detailed Drawina X X x' x 7" X 8 x 9 : X: 10 X if ..:..... r .'.12 ..'. X #' . 14 x .. # .: 15 x # 17' 18 X 20 X # J, 21' 1# (Front of Property) 22.1. X # 1 E L b /N i II # xtra a or ote to nsta er 23. X :. 24 X. # 6 f.6 : des. �i G' c 25 X # 26 . X # 1DO NOT DOI 27 x :., # Total No.. of Units to be Installed Installer: Salesman:-7-0 rn rued Ship, Cost Sheri Cost ab:lp Cost Ship Cost 412 #H32 #22 #32 #13 #H33 #23 #33 #14 _ #H34 #24 #34 #15 _ #H35 #25 #35 416 _ #H36__ #26 936 c„ _ W r Palm Beach County License -I FETI M E EXTERIOR--. INC. Martin County # U 18760 / Uf9439 "MCAL# 03001 Broward County 102 South F Street, Lake Worth, Florida 33460 St. Lucie County CC# 00-9709-AL-R (561) 533-8700 / Fax' (561) 582-7505 . PSL-12=5933 �b9.0 SALES CONTRACT - 0. 21 " Owner's Name t Date: /Lz -- 2 Z•— Address: ��Z ` �� �!/I _. Phone: r City: P/ .S' �L'C, State: Zip: 3S�� Sell Phone: U Z ;,✓Ir► i its �.r$%��,1�� f / The Seller agrees to use their' ffor-ts to commence work approximately weeks from the date hereof and to complete same approximately days.frQr dato o t e owing cash sales price or time sales price as elected by buyer. p#�e� is 06�5� ...'THIS. IS A LEGALLY' BINDING CONTRACT -READ BEFORE SIGNING NO GLASS OR ACRYLIC CLEANING OR PAINTING - NOT RESPONSIBLE FOR ALARMS, CRACKED TILES, SILLS, OR BRICK PAVERS. Color: Bronze <Zhite /vory '.. Beige. , F 'Shutter Type: Accordions Panels Other: Acrylic HR Type WC1 CW2 Amount of product SF LF Number of Windows' Doors Impact / Non -Impact Roof Size X FT Insulated Pan A Frame raor Clear Colonial or Non -Colonial or Insulated Vinyl o Aluminu ted Spreader bar location (from bottom of daylight opening) Inches AI acrylic HR window require a spreader bar at heights above 66" Home Owner Association Approval NeedeO* P164 e45 AP - VA/ -Name: Phone : 1 BUYER DATE CO -BUYER DATE Co.ntrac , G /0f %S- 1/2 Deposit =? 7r_, . 0 C57WO 1/4 Start6 BALANCE DUE Full balance due to be paid to installer at completion of installation. A 1.5°/ per month finance charge (18%APR) will be charged on balance not paid at time of completion. . 1A., v REPRESENTATIVE - APPROVED BY OFFICER M.- THESE PLMP AND -ALL PROPOW) IWORK ARE SUBJECT TO 'AWCORR�CTIOMS RF-OUIRED BY FIELD ImSPEGTQ_R5:THAT MAY BE kGESSARY INORIJER TO: COMPLY WITH ALL'APPLICABLE CODES. TOO Pi r EVIE�.tDI!Y .T_.......— PLANS�AN• PE MI ;.L40 -INSPECTION WILL BEMADE ■ . XVA Cd v LU to- LL= .... , �+ 14 • i' • � 1 ' �i{wfi twi{1..f+�• . uLs. dr.M • ... �L�ft�iL'��l1. :. �„ _ � � - - - •�• ' 'y' _ _ _ _ I _ _ S ALUMINUM SCREEN ENCLOSURE MEMBER BY OTHERS. INSTALLATION ANCHOR. — N8 SMS. CAULK BETWEEN / DOOR FLANGE AND SCREEN ENCLOSURE, EXTERIOR DOORFRAME HEAD (DAYLIGHT OPENING' HEIGHT) DOORFRAME _ ;n SILL INSTALLATION ANCHOR, 3/16" OIA. CONCRETE r' SCREW ANCHOR. / CAULK OR SET SILL IN CONCRETE OR MASONRY. \ j PERIMETER CAULK / EXTERIOR BY OTHERS.1.250 v t v;. (MIN. CONCRETE OR MASONRY, (MIN.EMBEDMENT) I SECTION A=A BYOTHERS.-- - THEINI'ORMATIDNIX WINDOW SYSTEMS. It (DAYLIGHT OPENING' WIDTH) .25A (MAX. SHIM — ALUMINUM SCREEN E7 I SPACING)' ENCLOSURE MEMBER DOOR FRAME- BY OTHERS. JAM,p INSTALLATIOI sB SMS. CAULK BETWEEN SECTION B:B DOOR FLANGE 5 1:2 SCREEN ENCLOSURE BY OTHERS. USE #8 SHEET METAL SCREW ANCHORS WITH FRAME HINGE, LOCKSTRIKE HOLES. D ENGINEERING RELEASE ER XXXX XX/xX/XX REVISIONS RELEASE N DATE Au.'.. e9' !iWII•)DOW �)'SiLA15 981 N. E. 16th STREET OCALA, FLORIDA 34470 - DRAVIN BY_ BAT- - UAIE_ 1-1/29/12:- - - SCnLE p5 NOl CHWD UATF APIvO . fOPEgiY OF CVSTOM ' +HOLE WrTHOurTHE FM--J GUARDIAN DOOR INSTALLATION IN O` - Florida Building Code Online Page 1 of 2 0 n^. e of BCIS Home Log In User Re Istration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Ma Links Search F(0t[s�d i�tNc�tl ilt,, 9 9 P 9 P Busines Pro�essinal0-ib-TiI,Product Approval USER: Public User Regulation Product Approval Menu > Product or Application Search > Application List > Application Detal' L , I Application Type Revision R2 ~ Py.e,.I. Code Version 2010 Application Status Approved Comments Archived C I Product Manufacturer Elite Aluminum Corporation Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954)949-3200 dk@dokimengineering.net Authorized Signature Technical Representative Address/Phone/Email I Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date i Validated By Certificate of Independence I Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Do Kim dk@dokimengineering.net Dan Cooke 1801 NW 64th Street Ft. Lauderdale, FL 33309 (954)491-3700 elitealum@aol.com Structural Components Structural Wall Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer [. Evaluation Report - Hardcopy Received Do Kim PE-49497 CI Professional Services 12/31/2015 James L. Buckner, P.E. at CBUCK Engineering R Validation Checklist - Hardcopy Received FL12225 R2 COI Elite Cert of Indeo.odf Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 I https://www.floridabuilding.o;' lr/pr_app_dtl.aspx?param=wGEVXQ,'gvzRNLe5g4... 11/26/2013 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 06/21/2012 06/27/2012 06/29/2012 08/07/2012 Summary of Products FL # IModel, Number or Name IlDescription 12225.1 3" (min.) x0.032"x2# Aluminum Aluminum skin, EPS Core, composite panel system Composite Panel Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12225 R2 II FL12225 2010 FBC-HVHZ Elite Panel Installation Dwo.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Do Klm,P.E. 49497 Design Pressure: +43/-70 Created by Independent Third Party: Yes Other: Wall panels shall be max. 48" wide with "H" Evaluation Reports mullion between wall panels. FL12225 R2 AE FL12225-R2 2010 FBC Eval Report Elite HVHZ Composite Panel.odf Created by Independent Third Party: Yes 12225.2 3" (min.) x0.032"x2# Aluminum Elite 1 hour fire rated panel Composite Panel Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12225 R2 II FL12225-R2 2010 FBC Installation dwo.Ddf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Do Kim, P.E. P.E. 49497 Design Pressure: +43/-70 Created by Independent Third Party: Yes ! Other: Panels shall be max. 48" wide with "H" mullion Evaluation Reports panels. FL11225 R2 AE FL12225-R2 2010 FBC Eval Report Elite HVHZ Composite Panel.pdf ,,between Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: XJ SecurityMetrics for PCI Compliance, QSA, IDS, Penetration Testing, Forensics, and Vulnerability Assessment https://www.floridabuilding.c;\ ar/pr_app_dtl.aspx?param=wGEVXQ, �gvzRNLe5g4... 11/26/2013 ELITE Pr ALUMINUM == - CORPORATION' 4650 Lyons Iechnolo III— 2.000 Coconut Creek, FL 33073 1-954-949-3200 WOOD SUBSTRATE, 1§"0xl ' OR 014x2' LAG SCREW .2' FROM PANELS ENDS L 6' O.C. PER PANEL CONCRETE OR LONRLOCKI G W.144' ELCO CRETE-FLEX SS4. DR EQUAL 2- FROM PANELS ENDS L 6. OC PER PANEL BASE .T 3.163 L _055 W MULUON W(NIN.) x 0032 x 20-LB EPS PANEL (ALLOWABLE CLEAR SPAN CHARTS) KA%. DESIGN PRESSURE (PSF) MAX ALLOVABLE SPAN (FT) L/BO L/120 HEAD STRUCTURAL ADHESIVE CAULKING 00:010 oo'0000 CIF 2.000 3.180 .090 BASECHANNEL GENERAL NOIES L Composite panels shallbe constructed using type3105-H154 or 3003-HI54 aluminum facings, 2 PCF ASIM C-578 carpenter brand EPS adhereto aluminum facings with Ashland Chemical 1SO grip- Fabrication to be by Site panel products only in accordance with approved fabrication methods. 2. Elite roofpanels maintain a UL 1715 (int) chess B' (ext) rating and are NER-501 approved 3. This specification has been designed and shall be fabricated in accordance with the requirements of the 2010 TIDridaBuilding Cade, compositepanels comply with Chapter 7 Section 719, Chapter 8 Section 803, Class A interior finish, and Chapter 26 Section 2603 All local building code amendments shall be adhered to as required 4. The designer shall determine by accepted engineering practice the allowable loads for site specificload conditions (including load combinations) using the data from the allowable loads tables and spans in this approval. 5. Deflection limits and allowable spans have been listed to meet 2010 FBC including the HVHZ: 6, Testing has been conducted in accordance to TAS 201-94, TAS 202-94 (including water), TAS 203-94, and ASIM E72. 7. Reference test report number 97-044 from Construction resting Corporation,13873 N.W. l9's Avenue, Miami, FL 33054. S. In the HVHZ, all fasteners to be austenitic stainless steel or coated or plated carbon steel with a Rockwell hardness less than C35 in the load bearing pardon of the shank. Screws shall be zinc coated perASI MA123, A641, or B633 or nickd/chromium plated per ASTME1456, Type SC perAluminum Design Manual -Part 1. 9. Panels with fan beams shall be considered equivalent to similar panels without tan beams Design professionals may include the strength of the fan beam to exceed shown figures as part of site -specific engineering 10- Products meet the 2010 FBC deflection limits including the HVHZ (I/80 fm spans < 12'-O" in HVHZ and 1A20 in non' HVHZ per Chapter 16 Table 16043. 11 In HVHZ regions, the I/80 deflection limit is for use in Group R3 occupancies with roof projection not exceeding 12 fret and where the structures are not to be considered living areas perFBC Section 1615-3.1 V. 12 Roofpanels maybe interlocked to unlimited width within the limitations ofthe site specific engineering Walls panels shall be maximum 48" wide with "H" mullion between wall panels- 13. Wall and roof'panets may be used in site -specific engineered sunmom systems utilizing glazed openings as allowed by the arginecrofrcmrd Engineer ofrmord may specify equivalent alternate connection details: 14. Concrete substrate shallbe 3350 PSI minimum Concrete block shall be 2070 PSI minimum. Wood shall have specific gravity (G) of 0 36' minimum 0 0 0 0 O:O O O O O C aA+ 7g'•nx5114• SCREW a 12• oc - O n Qn n�f! n 'n It ��0 OR y'ex7' SCREW e a' M FAC S . , ' iNT " R KI •- RO�� SECTION - - O.E. (BOTH W/ r)'t'Ox0a31' - PLATE WASHER L 0.079' NEOPRENE GASKET (T7P) - - it'0:5T:• SCREV B 12. O.C. W( Y'Px7' SCREW R B' 0G - (BON( V/ )35.4,WZ- PLATE WASHER L 0 79' NEnPRENE (4)-L14x3/4' SMS iCREVS (7YP EACH SIDD ib'Px77:' SCREV a it D.0 DR Y.'0x7' SCREW a B' 011 (BOTH V/ 1Y'ete0n31' PLATE D STRUCTURAL ;SIVr CAULKING 3! CHIN) x0.032'x2A4 EPS ' (4)-414x3/4' SMS SCREWS (TYP EACH S DE) GASKET (TYP) SLOPE 3' COWOS)TE RIXF PANEL WASHER L Un- NFrPRENE G3' CIMPOSiTF GASKET YP) R®F PANEL (ELITE ALUMINUM PANED I A 4' MAX :WIDTH INTERLOCKING OPTIONAL . PANEL:Q/4'/FT MIN SLOPE) _ I '. _ GUTSSR. DR 1 Y4.0 7HRUBOLTS (SIX RED e 9.5' D.C: PER EACH 48- VIDE Ranr PANEL' - BASE (6005 (9' CLEAR SPAT SITE SPECIFIC ' ENGINEER OF RECORD TO PROVIDE Fat ROOF CONNECTION L SUPPORTING STRUCTURE DETAILS: C4)-&14x3/4' SMS (TYP EACH SIDE) DRIP7CAP, (INCIDENTAU_ DETAIL 1ODo --�i O ' p0 36' MAX OH IN FRONT L V.S. 00 Ol PANEL WIDTH R SIDES NHEL 0 (12' MAX AT SIDES) ' ALLDY) 000 O s 00 i 3' (MIN) 6032'.2.0a EPS k (ELITE ALUMINUM PANEL) BEAD STRUCTURAL zDETAIL 2ADHESIVE CAULKING �ErSBASE CHANNEL (6063 T-6 ALLOY)1 EPS PANEU SPAN DETAIL WOO➢ SUBSTRATE. (2>-3§'•0x1}' OR 914x2.. LAG SCREWS ON EACH SIDE OF 'H' MULLION (2)-Y'x2Y.' ELCO CRETE-FLEX.SS4.. DR. EQUAL ON EACH SIDE OF 'H' MULLI@( BASE CHANNEL (4)-L14x3/4• SHE IT, 171P EACH SIBD WALL PANEL 1 /1 I WALL PANEL VALL PANEL V/ 9Y H.LLTrH J I L I DETAIL 1 I WALL PANEL I SCREWS (. 2 1 1 DO KIM & AGEIC]c TEa, LLC 1 - CONSULTING 7 - STRUCTURAL ENGINEERS PO B_ 10039 I TeAIe.FL33679 ' Tek (013) 374.03Y1 Fa (813) 3744= .` zwm.wl Desacriptkon ® OR PROD11Cr .; � OPROV APPROJAL TRI m 0)1L ISsUFDPORaMOFFK: PRODUCTAFPIMAL U ;Z W O W' 912- y W ELEVATION CMELIIEDBY: DYK - 8CAUe ASSHOAN DATE N1M WOOD SUBSTRATE-. OR 914x2' LAG SCREWS ON EACH SIDE ' OF 'H' MULLION "''-� CONCRETE OR CONC. BLOCK' • CRETE-FLEX SS{ OR EQUAL„ -. 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(OXZ4) SM31A NOI103S £'"'--"---_'-.l........'...'(OOZS) SM31A N011039` Z"""--'----'S31ON 9 Blna3HOS UGHOW L- -'"—SNOUVA313 4 S31ON lVll3N39 SIN31NOO d0 31f3V1 - 1£dZ2lOIZdZ u3anS l3mvdIllnw OXZS 1H �11 Ol0 UNn , anhaoV XvW J4/L 06. .95 tH F t ` / HSVS .g6 010 Olua an 44 i I W H1aIM 11Nn xvn t - - - - H1a1M- - -SNVd IMW :4TC-Sf— QMJMP3i9VAOVM /M 1NnOW 3a1S1f10 OOZS 1H HSVS 9 xvW AM 99 11 Ol0 Nf u O1aOV xvp .9L/9L 99 .ZA Ola 91-A2lOv-ATTIt - - - - H1aIM 11Nn XVW .ZL ,I V MAX 61 MAX 1V MAX O.C. (TYP) _ » IS- MAX O.C. (TYP) SEE NOTE 2 B SEE NOTE 3 S. MAX MAX INSTALLATION ANCHORS (TYP) 18' MAXP O.C. 18" (TYMAX O.C. (TYP) ANCHOR LAYOUT -52001SMIOSM 7MU NAILING FIN (ALUM. PORCH ENCLOSLRE) (SEE SHEET $) ANCHOR LAYOUT - 5200 ISM/OS 7"w NAIUNO RN(WODD) (SMSHEET9) MAX(TYP) MA .0 MAX(TYP)7 -FT(Typ), - 18" — MAX O.C. (T1/P) INSTALLATION ANCHORS (7YP) ANCHOR LAYOUT -(FRAME) THRU FRAME (TYP) (SEE W fEET 10) NOTES: 1. INSTALL ONE ANCHORAT EACH LOCATION. 2. INTO CONCRETE/MASONRY OR WOOD: SHIM AS READ AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN IMW IS PRESENT. 3. INTO ALUMINUM: SHIM AS REQ AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 118". USE SHIMS WHERE SPACE GREATERTHAN 1/1W IS PRESENT. 4. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 5. 3/16• DIA. ELCO TAPCON (OR EQUIV.) MASONRYANCHORS MUST BE OFSUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114M INTO MASONRYTHRU FRAME ORTHRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF2la' SHALL BE ACHIEVED. 6. ax1D WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112' INTO 2 BY WOOD BUCK. 7. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2' INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. 8. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 9. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 10. #8 X 3/4" SHEET METAL SCREW ANCHORS MUST BE USED WITH FULL THREAD ENGAGEMENT INTO ALUMINUM ENCLOSURES. 11. AN APPROVED MEMBRANE OR MATERIAL SHALL BE PLACED BETWEEN ALL DISSIMILAR METALS TO CONTROL GALVANIC CORROSION. PROPMETARYANDCONFMVNnAL MIS INFORMATIONCONFARAW W TIflS DRAWINOIS THE SOLE PROFERTYOF CUSTOM W NDOW SYSTEM$ INC. ANY REMOUCTION IN PARTOR ASA WHOLE WITHOUTTHE WRITTEN PERMISSION OF CUSTOM WINDONSYSTEMS. Ix: 13 PROHIBITED. NOTE 2 ANCHORS (TYP) ' WIWINWOW SYSTEMS Removable panels SHALL be removed when xAnd speeds exceed 75moh 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TYPICAL VERTICAL SECTION 1 3 OSM SILL OSM JAMB 2 OSM SILL OSM SILL WI SPLINE GROOVE ALTERNATE FRAME MEMBERS 1° U U 3 OSM HEAD W/SPINE GROOVE -t OSM JAMB WISPINE GROOVE PROPRIEWEYAND COPFlDENIIAL 7HEINPORM1.E ATIONCONTAINMINIRS DRAIMUG15TM 90PROPERTY OF CUSTOM WINDOW9YO MS,INC. ANYREPRODUHE CIIONINPARTOR ASAMOLEWrMOUTT WRMENPERMISSION OF CUSTOM WINDOW SYSTEM. DIC. IS PROKDREO. r jJiK.�. WINDOW SYSTEMS Removable panels SHALL be removed when wind speeds exceed 75mph 1900 SW 44TH AVE. I OCALA, FLORIDA 3"74 JTITLF:.qFj ., i hi xnFINR .52nn ACRYI Ir XX 1 3OFi1 TYPICAL VERTICAL SECTION 0on", 1 . 3 2 TRACK HEAD 2 p. n n � 3 TRACK INT. SILL vV 2TRACKJAM13 2 TRACK EXT. SILL 2 TRACK INT. SILL 19VANDCAM ., f5.0c• Y I �5 ALTERNATE FRAME MEMBERS Removable panels SHALL be removed ` when wind speeds exceed 75mph ,-ate:: StSi?frs - -- PROPMErARYAND CONFlDENTNL THE INFORMATION CONTAINED IN THIS DRAVVINO IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PARTOR AS AVdiOLE W nHourTHE VMfTTEN PEAMISStON OF CUSTOM WINDOW SYSTEMS, WC, IS PROMITM 1900 SW 44TH AVE. I OCALA,FLORIDA 34474 I��RFrTInN VIEWS _ 52nn ACRYI IC MI II_TIPANFL XX 4120/20121 4 OF 11 5200 ISM / OSM B.O.M. 5200 MULTIPANEL B.O.M. _ - hem# Die# Description ttem # Me # Description - -1- S-1086- - Head, Frame, 2 track 1 S-1078 Head, Frame, 3 track 2 S-1386 Sill, Frame (ext), 2 track 2 S-1301 Sill, Frame (ext.), 3 track 2 S-1094 Sill, Frame (Int.), 2 back 2 S-1016 SDI, Frame (Intl, 3 track 3 S-1087 Jamb, Frame, 2 track 3 S-1080 Jamb, Frame, 3 track 4 S-1543 Panel BoL Rail 5 S-1544 Panel Top Rail 6 H-1545 Panel Side Rail 7 H-1567 Panellntedock 8 S-1550 Panel Glazebead . 9 S-1599 CemerBar, Acrylic 10 S-1110 Screen Bat. Rail 11 11-1108 Screen Rail. 12 FI-1108 Si Screen Side Rail 13 14 S 3285 P3265 Screen Adaptor Lock, 15 P 3263 Lock Cam, 16 P3270 Keeper, 18 P-3246 Gasket, JambSill, 0.062 thick 19 P3609 Nylon ROrnper. 21 P3609 RubberSingle 0tanpe ,ub 23 P3213R Wstp., Dust Plug. 0.750 high 24 P3304 Wstp., 0.180 x .187 back FlnSeal, Gray 25 P-3304 Wstp., 0.180 x .187 back FlnSeal. Gray 26 P3308 Wstp., 0.310 x .270 back FlnSeal, Black, SoRTeuch " 27 P3309 Wstp., 0.210 x .187 back FlnSeal, Black, So$Touch 28 P3402 Wstp., 0.530 x back FinSeal, Black, Via. Skirt 29 P3612 .115 #8 x 1.000 w/ 1/4' lead Quad PH Type A SMS 30 P3505R #10 x 1.OD0 Ph PH Type A SMS, Zinc 31 P3504R 1/4-20x 0.500 Ph Tr. Hd. MS, Zinc 32 P3342 Seam Sealer, SM-5W4 33 P-3537 #8 x 0.500 Quad Ph Type A SMS 34 P3097 Shipping Block, Acrylic 35 P3880 Label, -75 MPH REMOVAL' WVm14l)V:)Vv 36 Acrylic, Sash SYSII 5 37 P 3227 Screen, Spline Removable panels SHALL be removed when wind speeds exceed 75mph 38 P-3565 Sceen Cloth 1900 SW 44TH AVE. OCALA, FLORIDA 34474 HAT 4/20/2012 PROMETARYANO COMBEIMO, nEmwRrwnoNCONTAINWINmsoRAnworsnESOLE PROPERTY OrCUSTOM G. NO, 5200 2X0 NTS CWS-183 WINDOWSYSTEMS, WC, WRITTEN CUSFON WIN00WerYetENS"OINC.I PRRONSITE0. �TtER SHEcT: 6OF 11 PERMISSION - 1 5-1532 Head,Fr.,ISM - l - - 5-1533 -Head, Fr., OSM 1 S-1534 Head, Fr., OSM S lme 2 H-1535 SID, Fr., ISM 2 I1-1536 S Fr OSM 2 H-1537 SI'0,F„OSMS line 3 S-1538 Jb., Fr ISM 3 5-1539 ]b Fr. OSM 3 5-1540 Ib Fr. OSM S live 4 S-1543 PaaelBot. ]tad 5 5-1544 PaaelTo 1iRl 6 H-1545 Panel Side Rail 7 H-I546 PaaellnterIock 8 5-1599 Peael(H.iaebead 9 5-1599 Ceatedlar, Aaylic 10 P-3265 Loci; Savio style- 11 P-3263 LockCam. Savio Style 12 P-3270 Keeper, A do 13 P-3215 Wee Coverw! Flap 14 P-37S6A Gasket, Iatab•5 0.06'2thick IS P-3602 RotlerAssm.,Sm le Nyba 17 P-3609 Bumper. Rubber Ili P-3398 eaCeDFoamPad 19 P-3213R Wstp, DastPla Flag, b 22 P3304 Ws O.ISOx.187backFmSea tia 23 P 3304 ws D.180 x.18J back FiaSea Gray 24 P-3308 Wst . 0310x2706ackFiaSea Htac So$Tonch 25 P-3308 Wet .,0310x270backFmSeal,Blaek,So$Touch 26 P-3309 Wst ., 0.210 x.187 back FmSeal, Black, So$Toucb 27 P-340Z Wstp.. OS30x.1156ackFiaScal,Blacl4Dia.Skut. 29 P-3612 #Sx1.ODDw/1/4"kad adPHT eASMS 30 P 3505R #lO x 1.000 Ph PHT eASMS, Zinc 31 P35D4R ll4-2DxOSODPLTLHd.MS,Zine 32 P-3342 Scam Sealer SM=5504 33 P-3537 #8xOS00 ad Ph eASMS 34 P-3097 Sb" m Bloc A lac 35 P3880 Label,"75MPHRFMOVAL" 36 15.25 • A lic, Sash 2, ISM HEAD ALUM 6063-TS f~ 3.000 2 2.937 ISM SILL ALUM 6063-76 Pi OSM SILL ALUM 6063-T6 OSM SILL ALUM 6063-T6 OSM HEAD WISPI14E GROOVE ALUM 6063-TS OSM SILL W/ SPLINE GROOVE ALUM 6063-T6 OUTERFRAME ASSEMBLY (TYP) 1.000 1T1.00o r 6 I I 2250 E 1.825 LOCKSTILE INTERLOCK ALUM 6063-T6 ALUM 6063-TG 1.000 r- 4 2750 � 8 1.8L BOTTOM RAIL CENTER13AR ALUM 606346 ALUM 6063•T6 3.000 3.0003.000 Ij 3 I� 3 1.911 1.911 1.911 .f� ISM JAMB OSM JAMB OSM JAMB W/SPINE GROOVE ALUM 6063-T6 ALUM 6063-T6 ALUM 6063-T6 PROWSETARYAND CCNrwt nIAL THE INFORMATIONCONTAINEDIN 7HS DRAWING IS THE SOLE PROPERTYOF CUSTOM VNNOOW 9YSiBd3,IN- ANYREPRODUCiION WPARTORASAWHOLEVYm10UTT M WRITTENPgU SS10N.DFOUSTOMWINDOWSYSTB�INGISPRawwTw. VENT ASSEMBLY (TYP) -^ j .780 f 9 6t 1.000 1 -- 5 GLAZE13EAD ALUM 6063•T6 2000 LUliGflY�.-. TOP RAIL Vr'IVv'y $Y$T, till ALUM 6063-T6 Removable panels SHALL be removed when wind speeds exceed 75mph =a:.:.. stsm s 1900 SW 44TH AVE. OCALA, FLORIDA 34474 7OF11 1 I� 3.806 I 5.494 1 3.874 (2�j .B 5 2 TRACK HEAD 2 TRACK INT. SILL ALUM 6063-T6 3 TRACK HEAD ALUM 6063-TB ALUM 6063•T6 PANEL ASSEMBLY (TYP) 2 \�o 3.997 5.883 5.562 2 1.500 1,w 65 rd 2 TRACK EXT. SILL 3 TRACK EXT. SILL 3 TRACK WE SILL ALUM 6063•T6 ALUM 6083-T6 ALUM 6083-T6 q 1.000 f-� A SCREEN ADAPTOR 3.687 3 30 � I ASTRAGAL i 5.371 i.625 .911 -T ALtefT6 911 MULTIPANEL INTERLOCK e UM ` A1,4DOi W SY'E:=S 3 TRACK JAMB ALUM 6063 T6 Removable 2 TRACK JAMB panels SHALL be removed ALUM 6083-T6 ALUM 6063-7176 when wind speeds exceed 75mph 1900 SW AVE. OCALA, FLORIDAORI 34474 PRDPWETARYAND CONFIDeMAL THEM MMMMONCOWATWOIN THIS DRAWING 151HESOLE PROPERTYCFCUSTOM WINDOW SYSTEMS WM ANYRE WDUCTION IN PARrORASAWHOLE WMMff THE AUrnNPERMISSION OF O MTOM WINDOW SYSTE64. MO. IS PRoFMIED. 8 OF 11 SCREEN ENCLOSURE MEMBERS BY OTHERS 1/8' MAXSHIM--i I PERIMETER CAULK BY OTHERS WINDOW FRAMI HEAD (ISM) EXTERIOR WINDOW SILL (ISM PERIMETEI BY OTHER 1/8' MAXSHIN SCREEN ENCLOSURE MEMBERS BY OTHERS %AIVERTICAL SECTION 7 INSIDE MOUNT (ALUM) 98INSTALLATION SCREW ANCHOR CAULK BETWEEN WINDOW - FLANGE & SCREEN ENCLOSURE CAULK BETWEEN WINDOW FLANGE S SCREEN ENCLOSURE — 08 INSTALLATION SCREW ANCHOR PE MOUNT FRAME 1/8° MAX SHIM —•II_ -'PERIMETER CAULK BY OTHERS HORTZONT SE ON INSBIEMOUNi(ALAIM) WINDOW FRAME SILL (OSM) JTERIOR � d)81NSTALLATION SCREW ANCHOR SCREEN ENCLOSURE MEMBERS BY OTHERS INTERIOR 1/8' MAX SHIM PERIMETER CAULK BY OTHERS F EXTERIQ OUTSIDE MOUNT L CAULK BETWEEN WINDOW 5200 FRAME FLANGE & SCREEN #8INSTALLATION ENCLOSURE SCREW ANCHOR t"N IORIZONTAL SECTION O TSIM MOUNT ALUM PERIMETER CAULK BYOTHERS —118' MAX SHIM /--SCREEN ENCLOSURE MEMBERS BY OTHERS A TERNATE MO NT Vs;T� 0`Jvi SYST.:$ 7 OUTSIDE O ALUM) Removabla panels SHALL be removed INSTALLATION J :REW ANCHOR BETWEEN WINDOW 5 8 SCREEN SURE DIWAQ— PROMErARYANO C@aIDENnAL THE INFORMATION CONTAINED IN THS ORAWINO ISTHE SOLE PROPERTY CF CLM=J WINDOW SYSTEM$ INC. ANY REPRCDWnCN IN PART ORASA WHOLE WFTHOUTTM 14WTIEN PERMISSION OF CUSTOM WRBTOWSYSTFTO, IW-IS PROHBITM when wind speeds exceed 75moh 1900 SW 44TH AVE. OCALA. FLORIDA 34474 CWS= OF 11 #8 INSTALLATION SCREWANCHOR CAULK BETWEEN WINDOW MAX SHIM FRAME AND BUCK INSIDE MOUNT �-IIW INTERIOR BY 01-HERS CAULK BETWEEN WINDOW PERIMETERCAULK----� FRAME AND BUCK BY OTHERS I BY OTHERS I/V MAX SHIM #8 INSTALLATION �-213YBLICK BY OTHERS SCREW ANCHOR PERIME TER CAULK 2 BY BUCK 9 BY OTHERS BY OTHERS PERIMETER CAULK EXTERIOR OTHERS BY OTHERS CAULK BETWEEN WINDO N WINDOW FRAME 11W MAX SHIM —4 MOUNT OUTSIDE7 FRAME AND BUCK HEAD (ISM) Ur�:QION SCREW ANCHOR HORIZONTAL SECTIO—N WINDOW FRAME — SILL (OSM) PERIMETER CAULK BY OTHERS j Z:� SCREWANCHOR WINDOW FRAME SILL (ISM) CAULK 13ETWEEN WINDOW FRAMEANDBUICK BY OTHERS Removable paneLs SHALL be removed when wind speeds exceed 75mph SCREW ANCHOR CAULK BETWEEN WINDOW FRAME AND BUCK 1900 SW 44TH AVE. THE INFORMATION CONTA94ED IN THS WAVVING 15 IKE SOLE PROPERTY OF CUSTOM 52UQ/52XQ NTS )WG. NOz CWS-183 REV. LETTER. WRITTEN PERMISSION OF CUSTOM VANMV SYSTEMS. ING. IS PRO"BITM r ( N. EDGE DIST.) OR FINISH Y OTHERS n d I pp o� .p. o I BY CAULK CONCRETE/MASONRY BY OTHERS CAULK BETWEEN F:RAM:EAN6 OPENING BY INSTALLER INSTALLATION 47/16" 3116"MASONRY �i e d A d —a— (—J- (M CAULK UNDER SCREW HEAD BY INSTALLER EXTERIIOR INSTALLATION ANCHOR, 3116" MASONRY ANCHOR DOOR FRAME SILL PERIMETER CAULK BY OTHERS D D A D CONCRETEJMASONRYJ I - BY OTHERS I 4 7/16"-�{ DVERTICAL SECTION ULTIPANEl.(EXTERIOR6ILL) CONCRETEIMASONRY BY OTHERS - - - _ Z1/4"_ (MIN. EMBEDMENT) _ _ - - _ , _ 1112• - - _ (MIN. EMBEDMENT) MAX SHIM 1/4" MAX SHIM (SEE NOTE 2 & 3 SHEET 3) (SEE NOTE 2 & 3 SHEET 3) CONCRETE/MASONRY BY OTHERS N HOP, a 33116, HOR AIF1W INTERIOR a 2 BY WOOD BUCK BY OTHERS a I . EMBEDMENT) e a A — CAULK BETWEEN V �FRAME AND OPENING 1 BY WOOD A BY INSTALLER BUCK BY OTHERS e a A CAULK UNDER SCREW INSTALLATION ANCHOR, EAD BY INSTALLER a #10 WOOD SCREW 212" a DOOR FRAME A (MIN. EDGEDIST.) aFRAME JAMB o ° •44o a JAMBCAULK T_.DOOR UNDERSCREWRIMETER CAULK OTHERS EXTERIOR HEADBYINSTALLER •o oRIOR FINISH PERIMETER CAULK EXTERIOR FINISH BY OTHERS BY OTHERS BY OTHERS HORIZONTAL SECTIO HORIZONTAL SECTIO MU LTIPANEL(,BYBUCK) 0 M LTIPANEL (28Y BUCK) PERIMETER CAULK 0 PERIMETER CAULK BY OTHERS 8Y OTHERS X f) fl CAULK UNDER SCREW "-' HEAD BY INSTALLER n n n � � d D D D D d -- :— SET SILL IN BED OF CONCRETE OR GROUT 4 314" THE ENTIRE LENGTH OF SILL TO SUPPORTALLANCHORS BY INSTALLER. . �LTERNA�SILL O TION (MIN.EMBEDMEIfO 4 MULTIPANE.(RTIERIORSLL) PROPWErARYARD CONMENnAL THE INFORMATION CONTAINED IN THIS DRAWINO ISTHE SOLE PROPERTYOF CUSTOM WINDOWSYSTEMS, INGANYREPRODUCTION IN PAITrOR AS) WITOIE WniLOITTTHE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBnEA D . h, LIra MIN EMBED IENT _ Y;);.DL3Yr SYSyw:ag Removable p2nels SHALL be removed when wind speeds exceed 75moh 1900 SW 44TH AVE. OCALA. FLORIDA 34474 CWS= 11 OF 1 pF C6 ya s�g� . z 4 .0 03 C-) O c (Z] �m z m D g �O m�1�m �po1D =zmjtnF �vvNc� zzm'z-OK z < .Um, pzm �,F"zD c, 8 :.:MOM,C1 ,4M4 mo -u 10 om�9z z Mg: 00 X m m cn !n I:: f 4 LB I O z W I O m ar r m4LB N ro X y 11�•' �';a Z X J O I �N O 4LB z I Ii ... • 202 3'-0" 4'-2" 7'-6" I� NOIJ-V D13 -L=13-1 ZOZ41. N N N W N co N NIW Li/"b/l 3d0'1S 12" O.H. „SLOPE 1/47/FF MIN. W 202 F . 1 202 .P I , •,I •A N co cc 202 202 rn i.:. I 4'-0" 4'-0" 12'-0" RIGHT ELEVATION �� L �:UUI�'J m��mm0o qG m 0 -ao�,?W �o�Dlo��zo OTI �v O � �02 v � � z mX 0 ZmmZm���z v vo 9,C�D v mr••- nD a �Kmm I OHO Z!r--m� = rcn 1q-0•rCm X.c ovg z,pg tw vmi mZ Om-pjj e mo �z 9: (n c -1 0 m�p c ,v2 m C W In r: O P m to Y ��I Z o r- o -r7 EXIST. HOUSE o NEW INSUL. ALUM. KICK PLATE (TYP.) DASHED INDICATES C- CHANNEL (TYP.) r C 9 m 0 0 C Z i m 0 Z I C� m III D O zl I vF LE C-OPY, THESE PLANS CONFORM TO 'THE FBC 2010 ED. DESIGN BASED ON 150 MPH ULTIMATE WINDS, EXPOSURE "B", CATEGORY I Engineering Business CA 00009677 TARNOWSKI ENGINEERING CIVIL & STRUCTURAL ENGINEERING 7360 N.W. 5th Street Phone (954) 727 — 2027 Plantation, FL. 33317 Fax (954),. -7''7 — 9644 SCREEN ROOM W/ ALUM. ROOF FOR: SCHMIDT RES. 3404 REDTAIL HAWK DR. PORT ST. LUCIE, FL. CONTRACTOR: LIFETIME EXTERIORS JOB #: 130876 DATE: 11 /20/13 SCALE: 1 /8"= 1'-0" DRAWN BY: W.T.F. CHECKED BY: -: SHEET NO. 1 OF 1 ¢2 0 12• C.C./PANEL T&B C 2x3 NUss ` PANEL $7 TO EA EXIST TRUSS FROM CHANNEL AND O 12' 2' MIN. FASCIA O.C. WY. TO FASCIA NOTE: FASCIA MAY BE BUILT UP BY LAGGING NEW 1• MEM. TO OLD/ 2-1/4" x 3-1/2" LAGS/TRUSS OR RAFTER. 2" SUB —FASCIA BEHIND 1" FASCIA IS ALSO ACCEPTABLE. FASCIA CONN. 3 a Ut cli r x ca =J m J F U of w EL HOUSE INS. ROOF BEAM 2-1/4"X2-1/4" LON 2"X2"X1/B" CLIP ANGLE TAPCON ANCHOR THRU CLIP INTO EXTG. EA. SIDE %2 - 4 OR CONC. WALL 3 42 �A. CUP T BM. (TWO EA. CUP. 4/BM) FO 7 BEAMS OR FOR 9' BEAMS Oil GREATER GREAT R_ USE 3 - #4 USE (3) TAPCONS. BM TO HOUSE CONN. CONC. WALL In N C4 - J o J w x U cn m g m w w BEAM SPAN I SEE SCHEDULE ROOF PLAN A BEARING WALL '3"X3b'::'::::'•:•. SEE COL SCHEDULE CCiL'::;:::;':::'•;:.• (SHT. "B2 ELEVATION A'•::: CAR PORT`.i•:•.— SCREEN �. :' `�..'•. ''•�'8'-O."•.`••.Nf,AX'c::'•;;'.•;:•: . SCREEt1 .FZ9)S::ONkY' `•:'::::.::•:•:::':':''' ':::'::'::'•' •: ,.,,COL••••. '•';..:..;:CHAIR RAIL •':•:•' PER SCHED. CO CO ..•rewire Wit:, tip,. AL. KICK PL OPT. USE 202 TOP ATT. KP W/1-#2 ® 8" O.C. 34 ELEVATION C FASTENING SCHEDU;.',':::`'' sUN Roots 1 _ #14 TEK SCRENh HEX HEAD 2 #10 S.M.S./ HEX HD. 51 3— 1 /4�' X 2 1 /4" TAPCON ANCHOR 4 — 1/4 BOLTS/WASHER/NUT — CLIP ANGLE,.125 MIN. THICKNESS 6 — #12X1 " LG. S.M.S./HEX HD. 7 — 1/4" X 3" LAG 8 — 1 /4" LAG*, WITH 1" WASHER 1 9 — #10 X 1 1/2" S.M.S./HEX HD. '12 — CLIP ANGLE, 3/32" MIN.THICKNESS *LAG BOLT LENGTH TO BE 1" LONGER THAN ALUMINUM PANEL THICKNESS INSULATED ALUM. PANEL DEf) EXIST. DRIP CAP Al- FLASHING �— #8 ® B" C.C. EXIST. .. • MOBILEA-a. '•: HOME 1/4" AIR GAP 0 U u w a 0 In CORNER COL. f� MAX. COL. HGT. PER TABLE L. TTFJ2 W1 2 0 12' C.C. :•; :•TOP & BOO 3/PANEL #B ®B• C.C. 1 1 PAN LLL����II PAN CARRY BEAM PER SCHEDULE OPTIONAL 1X2 2'X2"X1/8• X 2" LONG CUP ANGLE W/3 —2 FA FACE 4LB* 202 RNER :';•; SEE ANCHORING COL DETAIL FOR COR I CTCOL SPECS (SHEEP 'C�• 1X2 B SECTION B—B (SCREEN ROOM) * SEE TABLES OR SITE SPECIFIC CONN. TO BE CONT. 1x2 (SNAP�MAY BE usm) •'kOR 1xi'td, TO OR OFPPANEB OF 20 �I .:'•':•:..f'(Fll.•_L�i§ ®t6• C ALL JOINTS #8 0 8. O.C. PANEL (TYP.) 202 CARRY BEAM 2 SCREWS 5 SCREIVS MIN. EACH SIDE) 2•X2"X1/B• THK. (LENGTH DETERMINGEDC BY BM. SIZE_) COL RECEIVING S SOLN W/ CR N4�TEK SICiREWS CARRY BM. TO ALUM. COL. CONN. DETAIL SHEET: fzg --j :PLi;.ANGLE W/ �B Ii4• La•TAPCON m & (4)—#6 TO COL CIYP) 2C2 I I 202 THRU BOLTS 1ERS & NUTS OPTIONAL L#20 • C.C, T&B #3 O 16. O.C. TO CONC. #7-16' O.C. TO 2 X 4 STUD H-2 OR H-3 PANEL TO WALL CONN. #5 (EA. SIDE) W/ 2 - #4 WAItK- o,•. , - TO -BM. (W/2 - #7 EA. CLIP - PROOFING '''_'�°` INTO FASCIA) Ld AL FL'G, ANCHOR WINDOW OPTIONAL OR 302 W/ #1Q Ld TRuss 16" O.C. MAX,-.*-:7 0 BEAM SIDES TO B�'•Aff FROM ANY•..'deRA MIN. 2" FASCIA FOR 7" BEAMS OR GREATER USE (3) - #4 & (3) - #7 BM. CONN. AT FASCIA #808' BOTTOM T-2 R T-3 T :'P�Y+m :•:• '' INSUL ALUM. PANEL •:a O e' O.0 SIDE 3" a' #3 0 BO.C. SECTION C—C (SUN ROOM) COLUMN ES. CARRY BEAM PER SCHEDULE 1X2 COLUMN—� L2—(2 (1YP.) INTERMEDIATE COL. FOR SCREEN ROOM F.B.C. 2010 EDITION & ASCE 7.10 #8 THRU PANEL, BM. B" C.C. `#2 (1--1/2" LONG) I ® 11 C.C. (TYP.) 0 U 2"X2"X1/8" X 2" LONG CUP ANGLE W/3 - #2 EA. FACE o AL TK. ALLOY 3003 — H1 -2 OR T- WINDOW FRAME BY O CHANNEu:::;: k-`-LONG "•:; l?J•:;-ON ALL ;%`- (iAN 2" - PANEL" #2 @ 8" O.C. EA. SIDE FOR COLUMNS 5" DEEP OR GREATER INSTALL ADDITIONAL 2 X2"X2"X1/B' ANGLE EA. SIDE OF INSIDE OF COL W/3—#6T0f &1 — 3/8" X 4" LG. EX BOLT (WEDGE ANCHOR) TO CONIC. EA. CUP 48" R - R - R - R — DET! 4NEL MAY PLYWOOD 0 ° 0 N r7 d io no KIIVCi'''''•:p o °0 ° o 0 0 o 0 P(?dL FROM TABLE OR FL PRODUCT APPROVAL QF PITCH IS Y4" PER 12", MAX IS 6" IN 12" OOF PANEL CONNECTION (FRONT ELEVATION) ROOF & WALL PANEL DETAILS PANEL SCHEDULE: ROOF PANELS PANEL L/80* 12' SPAN OR LESS L/120 L/180* OVER 12' R — 2 11'-6" 12'-01' -- R — 3 12'-0" 13'-6" -- R — 4 -- 16'-2" 13'-10' R — 6 -- 20'-8" 17'-10' R — 8 -- 24'-4" 21'-3" �k = FOR USE IN HVHZ AREAS ONLY 2"X2"X2' LONG X 1/8" ANGLE EA. SIDE OF COL IN 3�B4 6 TO COL do 1 - " 4' LG. EXPANSION BOLT (WEDGE ANCHOR) TO CONC. ® EA. CUPS 3" FROM EDG �T TO BOLT (MIN COLUMN ANCHORING DETAIL CLIP ANGLE V COL 4-#6 TO COL (TYP) 1 - 3 8" X 4" LG. EXPANSIONS• BOLT (EDGE ANCHOR) TO CONC. (TYP.) 2 PER COL '0 IX2 - -- 3 ® 1 B" O.C. 1X2 LSEWHERE FiG DELETE 1X2 FOR OPEN PORT (iYF'.) 3 FRONT ELEVATION NOTE: ANGLES ARE NOT REQ'D. FOR 202 DOOR JAMB COLS. ALL ANGLES SECURING THE COLUMN TO THE CONCRETE TO BE 2"X2"X1/8'X, LONG. USE ONE ANCHORS PER CUP - MIN. TWO ANCHORS PER COLUMN IN ALL 3/8' DIA. BOLTS ARE TO BE EXPANSION TYPE. (SEE ANGLE TO CONC. DETAIL) EXPANSION BOLTS TO BE "HILTI KWIK BOLT II' SYSTEM OR EQUAL *318" TAPCON MAY BE USED IN UEU OF 3/8" EXPANSION BOLT SEE GENERAL NOTE 4 FOR ADDITIONAL REQUIREMENTS DATE 09/20/ 1 2 ENGINEERING BUSINESS CA D0009677 TARNOWSKI SCALE N.T.S. sH ENGINEERING CIVIL & STRUCTURAL ENGINEERING J/;Z7360 N.W. 5th Street Phone (954) 727 - 2027 Plantation, FL 33317 Fax (954) 727 - 9644 C.T. TARNOWSKI IOCUMENT IS THE PROPERTY OFTARNOWSKI ENGINEERING, STRUCTURAL ENGINEER — FLA LIC. 0050562 NO SHALL NOT BE REPRODUCED IN WHOLE OR IN PART )LIT WRITTEN CONSENT OF TARNOWSKI ENGINEERING, INC. 18X14 MESH ALL CALCULATIONS ARE BASED ON THE FOLLOWING CRITERIA: 1., FOR SCREENING WITH 18X14X.013" MESH SPANS ARE BASED ON LOADS FROM FBC TABLE 2002.4 LOADS ARE APPLIED SIMULTANEOUSLY TO WALL & ROOF 2. 30 PSF ROOF LOAD, 16.4 PSF WALL LOAD 3. WIND LOAD = 150 M.P.H. / EXPOSURE B / CATEGORY I 4. DESIGN MEETS L/120 DEFLECTION REQUIREMENTS COLUMN SCHEDULES WITH SOLID ALUMINUM ROOF ( OPEN WALLS COLUMN TYPE: 3X3X.090 LOADING = 33 PSF AREA = 1.08 K = 1.5 1 = 1.52 COL SPACING 4 5 6 7 8 9 10 11 12 13 1 14 15 16 17 18 19 20 4 21.3 19.1 17.4 16.1 15.1 14.2 13.5 12.9 12.3 11.8 11.4 11.0 10.7 10.3 10.1 9.8 9.5 5 19.1 17.1 15.6 14.4 13.5 12.7 12.1 11.5 11.0 10.6 10.2 9.8 9.5 9.2 9.0 8.7 8.5 6 17.4 15.6 14.2 13.2 12.3 11.6 11.0 10.5 10.1 9.7 9.3 9.0 8.7 8.4 8.2 8.0 7.8 7 16.1 14.4 13.2 12.2 11.4 10.7 10.2 9.7 9.3 8.9 8.6 8.3 8.1 7.8 7.6 7.4 7.2 8 15.1 13.5 12.3 11.4 10.7 10.1 9.5 9.1 8.7 8.4 8.1 7.8 7.5 7.3 7.1 6.9 6.7 9 1 14.2 12.7 11.6 10.7 10.1 8.6 8.2 7.9 7.6 7.3 7.1 6.9 6.7 6.5 6.4 10 13.5 12.1 11.0 10.2 9.5 9.0 8.5 8.1 7.8 7.5 7.2 7.0 6.7 6.5 6.4 6.2 6.0;: 11 12.9 11.5 10.5 9.7 9.1 B.6 8.1 7.8 7.4 7.1 6.9 6.6 6.4 6.2 6.1 12 12.3 11.0 10.1 9.3 8.7 8.2 7.8 7.4 7.1 6.8 6.6 6.4 6.2 6.0 5.8 5.6 14 11.4 10.2 9.3 8.6 8.1 7.6 7.2 6.9 6.6 6.3 6.1 5.9 5.7 5.5 5.4 5.2 5.f+3: 16 10.7 9.5 8.7 8.1 7.5 7.1 6.7 6.4 6.2 5.9 5.7 5.5 5.3 5.2 5.0 4 9:+;i . 4.8 ` 18 10. 9.0 8.2 7.6 7.1 6.7 6.4 6.1 5.8 5.6 5.4 5.2 5.0 4.9 4.7 f '' ':'' :: }.5 20 9.5 8.5 7.8 7.2 6.7 6.4 6.0 5.7 5.5 5.3 5.1 4.9 4.8 4.6 4.5 ..'.. `t 4z# :% TABLE GIVES MAX. COLUMN HEIGHT FOR GIVEN COLUMN SPACING AND BEAM LUAU *BEAM LOAD FACTOR = THE SUM OF 1/2 THE SPAN OF THE LONGEST MEMBER ATTACHED TO EACH SIDE OF THE CARRY BEAM. COLUMN SCHEDULES WITH SOLID ALUMINUM W COLUMN TYPE: 4X4X.090 LOADING = 33 PSF AREA = 1.45 ii�1`�`n I COL SPACING 4 5 6 7 8 9 t 0 11 12 13 14i:; >a:15::.::.: .:.: ::<::;.:.,$>.:;r: .`•' }2 4 33.2 29.7 27.1 25.1 23.5 22.1 21.0 20.0 19.2 18.4 1:?i ': I7 1 16:'. 5 29.7 26.6 24.3 22.5 21.0 19.8 18.8 17.9 17.1 16.5 'r1 z t#.S tap. 14.9'";{s1;?t; j:3:4 t2'3t6 13.3 6 27.1 24.3 22.1 20.5 19.2 18.1 17.1 16.4 15.7 15.0 4` '.':1:?1i'%"•`:::13.6 '13i2;:s;.Y:L#.?`f�1.4 12.1 7 25.1 22.5 20.5 19.0 17.8 16.7 15.9 15.1 14.5 13.9 13.4:i z:'#:S'i[x>' ,{i2:6 12.2 ' 1' ':8 11.5 11.2 8 23.5 21.0 19.2 17.8 16.6 15.7 14.9 14.2 13.6 :::: 1,3,0 12.6 ' �:2iYz ::>::t: `s: ;; 11.4 11.1 10.8 10.5 9 22.1 19.8 18.1 16.7 15.7 14, 14.0 13.4[7. .4 10.2 9.9 10 21.0 18.8 17.1 15.9 14.9 14.0 13.3 12.7 1 ' >t` il7< :};;: ;t<}::0;�►:t :' }i $ t; :'4:t129 11 20.0 17.9 16.4 15.1 14.2 13.4 12.7 12.1 tt > i` ::;::%1>1k1:ii -''ia'0'i7`::!#:R 3: ;• T. '';J3 :&:T'4 9.2 9.0 12 19.2 17.1 15.7 14.5 13.6 12.8 12.1 11.6 11' f<?i%?:B`: t::;0: tt;5'9iz$: ;%:S Er'+#i :3 0 8.8 8.6 14 17.8 15.9 14.5 13.4 12.6 11. 3 11.2 10.7 10.2` : ;:9i ' F `:'% }::. 9.2"" `` 3::< ' 8.6 4 8.1 7.9 16 16.6 14.9 13.6 12.6 11.7 11.1 10.5 ::>ti. 1#:''e:.6a.6 8.3 8.1 18 15.7 14.0 12.8 11.8 11.1 10.4 9 0:::: s.'iE`$ ; ii9A 87 4:::;i:;8i %;;; _$; 78 76 4 14.9 133 12.1 11.2 10.5 9.9.0 TABLE GIVES MAX. COLUMN HEIGHT FOR *BEAM LOAD FACTOR = THE SUM OF 1, ATTACHED TO B COLUMN SCHEDULES MINUM ROOF REE BEAM LOAD FACTOR* BEAM LOAD FACTOR* COLUMN HEIGHT MAXIMUM COLUMNi)(#1':fiJ!fa0' ALUMINItAR'ti;(Q MAXIMUM COLUMN HEIGHT W/20' ALUMINUM ROOF COLUMN 4.0' 4.5' Csgr : s.� ry" %b ....:::-;:G,S' 7:0=.<: 2X3X060 8.0 8.0 7'z}`>;74''%`aid';::<'1:>+`:?i;;x;:;G,6 `'`''6.6 6.3 2X3X060 8.0 8.0 7.4 7.4 7.0 3X3X090 10.0 10.0 9.3F;:; 8.3 7.9 3X3X090 10.0 10.0 9.3 9.3 8.7 8.7 8.3 8.3 7.9 3X3X125 4X4X090 11.0 ; i<1;1..0 10.2`c 12.5 .;:Pi y;: %Y $;: M;.4f?:1?:``9.1 } 7.<.''11.7' .>.:: 11.2 9.1 11.2 8.7 10.7 3X3X125 4X4XO90 11.0 13.4 11.0 13.4 10.2 12.5 10.2 12.5 9.6 11.7 9.6 11.7 9.1 11.2 9.1 11.2 8.7 10.7 4X4X125 ;;.1,G%?::49 13.8 `t3:<8 t{3tI 13.0 12.3 12.3 11.8 4X4X125 14.9 14.9 13.8 13.8 13.0 13.0 12.3 12.3 11.8 4LB;:;f+;• '' ` ;;;'%`%' 9.4 8.4 8 $ :r : 7.7 7.1 7.1 6.6 4LB 9.3 9.3 8.3 8.3 6 7.6 7.0 7.0 6.6 5l$ "% <'%}J:2.1 10.8 10:$`::`4j, 9.8 9.1 9.1 8.5 5LB 12.0 12.0 10.7 10.7 9.7 9.7 9.0 9.0 8.3 r;d£p';':•s'>:;`4'?%!z1'3:i::. 11.7 11.7`z<`i0.7 10.7 9.9 9.9 9.2 6LB 13.0 13.0 11.6 11.6 10.6 10.6 9.7 9.7 9,1• "< I'St?:?:>?1;zt<;i?3.5 13.5 12.3 12.3 11.3 11.3 10.6 7LB 15.0 15,0 13.3 13.3 12.1 12.1 11.2 11.2 1:#Xt}>' 8Ifl' 23.4''s:% T;.7. 21.7 20.4 20.4 19.4 19.4 18.5 BLB 23.4 23.4 21.7 21.7 20.4 20.4 19.4 19.4':'##8;;� , 9LB 25.7 "2f1Z-'-?- q8:' 23.8 22.4 22.4 21.3 1 21.3 20.3 9LB 25.7 25.7 23.8 23.8 22.4 22.4 21.3 21.3 9LBH 27.7 27:7: r:;: ; :7 25.7 24.2 24.2 23.0 23.0 22.0 9LBH 27.7 27.7 25.7 25.7 24.2 24.2 23.0/m, 10LB 32.0 32.0 '29.7 1 29.7 27.9 27.9 26.5 26.5 1 25.4 1 10LB 32.0 1 32.0 29.7 1 29.7 1 27.9 27.9 2 25.4" TABLE GIVES MAX. COLUMN HEIGHT FOR GIVEN COLUMN SPACING AND BEAM LUAU FOR LONGER SPANS SEE SITE SPECIFIC ENGINEERING. NOTE: THIS TABLE APPLIES TO BOTH BEARING AND NON BEARING WALLS FOR HORIZONTAL WIND LOADS CONTROL IN DESIGN. 2X4X.050 MAY BE USED IN LIEU OF 4LB, 2X5X.050 MAY BE USED IN LIEU OF 5LB. **ALL CALCULATIONS ARE BASED ON 6005-T5 ALUMINUM ALLOY **1 /3 STRESS REDUCTION NOT USED IN CALCULATIONS **LINEAR INTERPOLATION BETWEEN COLUMN SPACING IS ALLOWED CHAIR R-1-1EDULE RAIL,_ i<Y<jl`: 5.0' a...- 5.8` ';5; <$08.0 LOAD FACTOR* RAIL LENGTH y 2%♦{E DISTANCE TO CHAIR RAIL OR GROUND B;THE DISTANCE TO CHAIR RAIL OR BEAM ABOVE SCREEN FABRIC DETAIL SHEET 18X14 MESH I EXPOSU B 1150 MPH I F.B.C. 2010 EDITION BEAM PROPERTL�:S l: ,;; •7`'Y, MARK TYPE f< Z b t1 "t:"i$::�:r• ' 4LB LAP BEAM 2.0 AD I1(it6 5LB LAP BEAM #!:'.ir:•:;:.::::.. 5.O'`''''S';ru'tflzf:{:G: 0.050 6LB 71-13 LAP BEAM LAP BEAM ,8`0.050 ��! : Fri:: �:J�i�';<s}�%; `4` � ':t�. Q%:�<r. 0.055 8LB LAP BEA 0.072 9LB LAP BFy�: ......:.. :; < r ; ::; :;; .: 'Fi':::Kc%> •; 0.224 0.072 9LBH LAP`A>�`r>; 0.306 0.082 10LB LAP BM:'Ni;'?`:?' : >::_,2.0 (`; sra0 1: ,:%1T' 0.389 0.092 - LE FOR SOLID ALUMINUM ROOFS BEAM SPAN �(J• ::r: ; :<4::`�� z<�'=�` 12' ia' 16' 1 16' 20' 2X4X125'=.0 1 8.6 8.2 7.9 7.6 7.1 6.8 6.5 6.1 5.8 `X125 f2i::4r:' 10.9 10.3 9.9 9.5 9.1 8.6 8.2 7.6 7.2 6.8 6($`Fj+Tt:9 11.9 11.2 10.7 10.2 9.6 9.1 8.3 7.7 7.2 6.8 6.4 7# ems.:`•-:'' y 4.7 13.6 12.8 12.1 11.3 1 10.7 1 10.1 1 9.2 8.6 8.0 7.5 7.1 3' I,?<i��:'$ 19.1 21.0 17.7 19.4 16.7 18.3 15.8 17.4 15.1 16.6 14.5 16.0 14.0 15.2 12.8 13.9 11.9 12.8 11.1 12.0 10.5 11.3 9.9 10.7 22.6 21.0 19.8 18.8 18.0 17.3 16.7 15.5 14.3 13.4 12.6 12.0 `'' 10LB 26.1 24.3 22.8 21.7 20.7 19.9 1 19.2 18.1 16.7 15.6 14.7 14.0 IACLt GIVtb MAX. CLAM JF'AN rUK GIVEN BEAM LUAU *BEAM LOAD FACTOR = THE SUM OF 1/2 THE SPAN OF THE LONGEST MEMBER ATTACHED TO EACH SIDE OF THE CARRY BEAM. 2X4X.050 MAY BE USED IN LIEU OF 41-8, 2X5X.050 MAY BE USED IN LIEU OF 5LB. ]BEAM LOAD FACTOR* BEAM LENGTH B/T COLUMNS CARRY BEAM SCHEDULE FOR SOLID ALUMINUM ROOFS (SCREEN WALLS) WITH ROOF UP TO 10' WITH ROOF UP TO 20' RAIL 4.0' 5.0' 6.0' 7.0' B.0' RAIL 4.0' 5.0' 6.0' 7.0' 8.0' 3X2X050 5.1 5.0 5.0 4.9 4.8 3X2X050 3.9 3.9 3.8 3.8 3.8 2X3X097 6.6 6.6 6.6 6.6 6.4 2X3X097 5.4 5.4 5.4 5.4 5.4 2X4X050 6.2 6.1 6.0 5.8 5.7 2X4X050 4.8 4.7 4.7 4.6 4.5 2X4X125 8.0 8.0 8.0 8.0 8.0 2X4X125 7.3 7.2 7.1 7.0 7.0 2X5X050 7.2 7.1 6.9 6.7 6.6 2X5X050 5.6 5.5 5.4 5.4 5.3 2X5X125 1 8.0 1 8.0 1 8.0 8.0 B. 2X5X125 8.0 8.0 1 8.0 1 8.0 8.0 TABLE GIVES MAX. BEAM SPAN FUK GIVEN BtAM LUAU *BEAM LOAD FACTOR = THE DISTANCE FROM CARRY BEAM TO CHAIR RAIL BELOW 2X4X.050 MAY BE USED IN LIEU OF 4LB, 2X5X.050 MAY BE USED IN LIEU OF 5LB. BEAM LOAD FACTOR* BEAM LENGTH B/T COLUMNS DATE 03/15/12 ENGINEERING BUSINESS CA 00009677 SCALE N.J. S. TARNOWSKI s 2 [150B] ENGINEERING CIVIL & STRUCTURAL ENGINEERING 360 N.W. 5th Street Phone (954) 727 - 2027 f A14-s D 7-ation, FL 33317 Fax (954) 727 - 9644 7CUMENT IS THE PROPERTY OF TARNOWSKI ENGINEERING, 600 5 C.T. TARNOWSKI, I ID SHALL NOT BE REPRODUCED IN WHOLE OR IN PART STRUCTURAL ENGINEER - FIX DC. 0050662 ..-,JT WRITTEN CONSENT OF TARNOWSKI ENGINEERING, INC. 14 0 5" #TECREWS 0 h040" [040" N TYP. . 1021X3 #1OR 7LB OR LARGER OR #10 S.M.S. FOR 6LB OR SMALLER 0 18' C.C. TOP & BOT. BEAM TYPE I t, t, 4LB .100 .046 5LB .115 .050 6LB p .050 7LB .120 .055 8LB .224 .072 91-B .224 , .072 9LBH a306 .092 1OLB .389 .092 4LB,5LB,6LB,7LB 8L13,9LB,9LBH 10LB LAP BEAM .51 O60 re) .050" co 1, " in in in 'n r) `nE.055 o N Sri 55" 055" .0.50. TYP 2.0 2.0" 3.0 lk 3.0 2X3X.060 2X3X.050 GUTTER t GU I I tR FASCIA DOFMB 2X4X.050 2X5X.050 FOR COLUMNS 5" DEER`-{ -, i{;::;•. ::':':::'.:a{:':•}?•;•''}' OR GREATER INSTALL••'•::•:•::•::'::•;:'•....-.:•:•::•:•::'G4. ADDITIONAL 2"X2"x2'X1 j'B:::_-,: ANGLE EA. SIDE OF INSIDE:::.::::; :':::':::`.:'•. HIXPOSED OF COL WI.- TO TO C.O. 2" .070 ") 3.0" 3X3X.070 303 p L t5.O94"NJ.f Z—GUTTER BRACE COL SEE COLUMN ANCHORING DETAIL SEE COUJMR..'.*.iNC•,F 0RIIl1�;; 1X2 OR 1X3 PAVERS OR TILES COL • OPTIONAL 1 0 ;::'• : PIj1lER5..013 TILES 3" FROM DG //////////// :::;OP,.DOp1At':'•;.; TO BOLT tMIPJF) I //Go 0 //////////// 3" FROM EDGE •;:•.•::•.:.::. ••• ,;:,•.•'..:.:•:' . TO BOLT (MIN.) c 30 '-::'•: '.:r. v : STRIP FTG. DETAIL W / PAVER OR TILE: �rQs — Lpp/gyp w.w. 8 •• .. �•'•'B xB• 1G W 1— * 12"X B" FTG. IS MINIMUM FOOTING SIZE. REFER TO SITE •••. •. � / / SPECIFIC PLANS, AND STRIP FIG. SCHED. FOR ANY F-TJ: ,-./SLAB'::'V11' .:: ��1VER OR TILE ADDITIONAL REQUIREMENTS. MIN. FOOTING SIZES SHOWN APPLY TO NEW FOOTING'S ONLY. FOR EXIST. FOOTING'S SEELIEU OF 6X6 - 10/10 W.W.M. SITE SPECIFIC PLAN. SEE COLUMN ANCHORING Dk3ifU`.•}:;'.;::{• CO SEE COLUMN ANCHOR[ DETAIL FINISH GRADE 3" FROM EDG / Co SODDED REQD. TO BOLT (MIN ,?.'•, FOR EROSION 3' FROM EDO TO BOLTMIN PROTECTION I ' a 1 .. F1'•••• H ffA E . 3" y D:IST•;; }"..NOMINAL 1 2" MIN. CONG;::I)kAB;:; 0 I' ' COVER 4. NOTE: "" """""` " `O 4" CONC. SLAB SITE SPECIFIC ENGINEERING REQU1J .D.. FON SDRE£t1:';RQDFS:':•:. 8 W6X6 - 10%10 Q.W.M. WHEN THIS MEASUREMENT IS LESST�•3'-0,".::pNUFQR:':AL'LIr �` 6'/ B"XB" FiG; W 1-#5 SOLID ALUMINUM ROOFS. (EXCEPTION;•::S1TE:.SPGlF1b'';?:;:' ENGINEERING IS NOT.:.RE_ ' IRED FOR':SEf? F�J:;i�11LL5 UNDER FTC. & SLAB DETAIL EXISTING HOUSE„I{bQF9),:' .•,T%P:::':''SLAB FOOCy.•::•,.?.: NOTE: RMESH MAY BE USED IN LIEU OF SXfi� 10/10 W.W.M. FOR CpL{�{,INS 5" DEEP OR GREATER INSTALL \ 2'X3'X1/B' X 2" LG. NOTE: THIS:;•bjA11::ALSd:•; ADDITIONAL 2"X2'X2"X1/8" ANGLE EA. SIDE MIN. ANGLE EA, SIDE OF APPLIES'::1Q:'•Yki�;7R;:.�F:B". 2" 2" COL W WIDE li1R5L)ldRY WAkLS:'::;:;:;::•:::;. OF INSIDE OF COL W/ (3)- #6 TO COL / (4)- #6 TO & (1)- 3/8X 2 1/2" L.G. TAPCON COL & (2)- 3/8" X CONC. ® EA. CUP O O 3 1/2" LG. TAPCON TO .4)'-:: #6 TO COL (TYP) CONC. ®EACH CUP. CUP ANGLE ::::: COL (2)- 3/8" X 3 1/2" LG. TAPCON ci �TO CONC (TYP.) 4 PER COL. O O O O ;) N 3 ®18' 1X2 1X3 9.C. ELSEWHERE = z ,. FTG• 3' FROM EDGE 2" DELETE 1X2/lX3 FOR MIN. FASTENERS'•:;:;; MIN. OPEN PORT MID.) FRONT ELEVATION COLUMN ANCHORING DETAIL NOTE: ANGLES ARE NOT REQ'D. FOR 202 DOOR JAMB COLUMNS. *4' L.G. EXPANSION BOLT OF SAME DIAMETER MAY BE USED IN LIEU OF TAPCON TAPCONS ARE TO BE SIMPSON 'MN' OR EQUAL SEE GENERAL NOTES 2 & 4 FOR Ap^mnNAL REQUIREMENTS GENERAL DETAIL SHEET: 4.0" 3.0" E.06!0SACo CIO z I � - L I.`k- Log_;dN 4 12yp: 050" fi ID I, 20 I' ':::::'•' c 2x2 2X2 't C 2X3 4X4 2X5 3X2 2'X2"X1/B- X 2" LG. MIN. ANGLE EA. SIDE OF COL 3X3 OR 4X4 (W/) (4)/-6 TO COL & ALUM. COL 1AI'C0 td TO CONC M N I CONC. FOUND. BOLT (MIN.) COLUMN ANCHORING DETAIL (4)- #6 TO COL (TYP) CUP ANGLE (1)- 1/2" X 3 1/2" LG. COL TAPCO TO CONC. `(TYP.) 2 PER COL / 13 ® 1 B" O.C. 1X2-1X3 LI (� ELSEWHERE FTC. ^V DELETE 1X2/1X3 FOR FRONT ELEVATION OPEN PORT (TYP.) NOTE: ANGLES ARE NOT REQ'D. FOR 202 DOOR JAMB COLS. ALL ANGLES SECURING THE COLUMN TO THE CONCRETE TO BE A MIN. 2"X2"XI/8'X2' LONG. 1/2" DIA. BOLTS ARE TO BE EXPANSION TYPE. (SEE ANGLE TO CONC. DETAIL:: EXPANSION BOLTS TO BE "HILT? KWIK BOLT II" SYSTEM OR EQUAL *4" LG. EXPANSION BOLT OF SAME DIAMETER MAY BE USED IN LIEU OF TAPCON TAPCONS ARE TO BE SIMPSON "TITEN' OR EQUAL SEE GENERAL NOTES 2 & 4 FOR ADDITIONAL REQUIREMENTS GENERAL NOTES ::::.• THIS STRUCTURE HAS BEEN DESIGNED & TESTED IN ACCORDANCE F.B.0 2010 EDITION. THE MIN. MECH. PROPERTIES OF AUJiuI;,':j4R .;IN.••ACC6R6 THE ALUM. CONST. MANUAL THIS STRUCTURE ALSO CONFO[�kIS TO.:7J31r: DE5{G�F: OF THE ASCE 7-10, CATEGORY I ED. OF SCREEN WALL & SCREEN ROOF .LDAJ)S SCREEN: -.MESH. ALUM. PAN & INS. PANEL STRUG.yT:URES ,LIVE LOADS 1. ALL PRIMARY MEMBERS WILL BE CONNECTED:'-.V :-:BOLTS, POP•`•RA%Ei' ..::4. OTHER POSITIVE FASTENERS. ;•.:.;•.•:.;•.. :•.:•.•: 2. ANCHORS SHALL BE PLACED GRW- E12::'•TKAIJ 3"''F�iQFA'•; IJbE. OF CONCRETE SLAB OR FOOTINGS. ALL CONC. FASTENERS MUST •$E:*Wd '4 ,-"A' hdlN. LfF• :;fl'1F47,;S.OLID CONC. REGARDLESS OF LENGTHS SPECIFIED IN INDIVINDAl:":;ii1±TAILS:..:;::•;. `• `•'' ''•: '' 3. FASTENERS FOR ALUM. SHEEC5:;S}iF LL IJRT •;.EXE�D 8 ;aN;::CENTER . •p•. •. •.,.... 3- TO � 4 e vi7g d TYP e 5.25" , .064" N 125" 3 L 2X2 :•':: YhG2."X1/B" X 3" L.G. MIN. TWO SIDES OF COL ' . '.':::':•::': yK: �6}- #1 TO COL 3/8"X2 1/2" L.G. ••';; r. TAPCONS TO CONC. Y. v.... �''..' 2"X2"XI/8' X 3" L.G. MIN. ANGLE TWO SIDES OF COL. W/ (6)- #1 TO COL. & (2)- 3/8"X2 1/2' LG. TAPCONS TO CONC. FRONT ELEVATION FILE C(DPY INTERIOR FASTENING 4 - #10 X 1 1/2" SMS. INTO SCREW SLOTS EA. SIDE �2" RAIL* RAIL* COL. CHAIR RAIL CONNECTION * CHAIR RAIL PER SCHEDULE 4. ALL CONC. ANCHORS SHl4(l :;kIPyVE A }.$•.., fdjN{...{iFA4 ANb/OR BE PROVIDED W/ 1/2 INCH DIA. WASk' S::•lM. 5. CONTRACTOR IS RESPONO1 E�•::TL•} INSULAi'E Alk]Mc:::?MEMBERS FROM DISSIMILAR METALS TO PREVENT ELECTROLYSIS.:.":•:;::,':::':::•. ; 6. ALUM. IN CONT;llQT.•;W/ CODlC •::DR:::MQO{3.:5ljliLL;.'6E PROTECTED W/ HEAVY BOOTED BITUMINOUS PANT OR Wg1l R•:'.?d'/}iJI�• METHA ff�Yi1 .•.LAC�Lj1 R OR THE WOOD SHALL BE PAINTED W/ TWO COATS OF ALUM;*:1?qU• Z—; PAINT'I. S SEALED W/ A GOOD QUALITY CAULKING. 7. ALL DOORS TO :.`sk"L1' C10SING A LATCHING, W/5 FT. HIGH DOOR HANDLES WHERE POOL OR SPA•;EnI13;,.;1)pQR L'OGA�IQ! 1:: fit. 202 DOOR JAMB PLACEMENT IS OPTIONAL. ALL OTHER COLUMNS TO'All ::::'•:•:•. a. ALA:iV�y9'•;$�::p�7A(9::5t1piNN;:;giF' SITE -SPECIFIC PLAN SUPERCEDES ANY REQ.'S SHOWN ON TH15::.-Z+I0AVlq` SE'Fxtl�'•:.5}l yX2's'Ari4'•: ]• 'SARE NON�57RUCTURAL. MEMBERS STRIP FOOTING SCHEDULE .:::'•'AND !AA%':EIE:':Ct80 INTERCHANGEABLY. )NS T�� 'GbpilPL'•Y W/ LOCAL BUILDING CODES. URLINGS, '&tb.MIS .......................*AL 6005-T5 R;:ir:TRi1SIONS.................................AL. 6063-T5 :SF#;:..........................................*AL 3003-H16 V!1�' RIVETS, WASHERS ......AL 2024-T4 iT fIERS TO BE ALUM., NON-MAGNETIC 5S STEEL, CADMIUM PLATED STEEL, OR HEADED (NYLO-TEC OR PRO-TECT) FOOTING (MIN.) STRUCTURE REBAR _ WIDTH X DEPTH SCREEN ROOF W/ UP TO 7LB BEAM_ 12' X 10" 2—#5 SCREEN ROOF 1Y 8LB 12' X 12" 2—#5 SCREEN ROOF W 9LB 12" X 16" 2—#5 SCREEN ROOF W/ 10LB 12" X 16' 1 2— 5 ALL SOLID ALUMINUM 12" X 12" 1 2—#5 ROOFS *UNLESS OTHERWISE NOTED MIN. FOOTING SIZES SHOWN APPLY TO NEW FOOTING'S FOR EXIST. FOOTING'S SEE SITE SPECIFIC PLAT _ F.B.C. 2010 EDITION & ASCE 7.10 1 600E, r , J/ (6) - #10 X 3/4" SMS. (3 EA. SIDE) 2" X 2" X .062" RECEMNG CHANNEL W/ 6 - '#10 X 3//4' SMS. TO SIDE OF COLUFAN Z2" RAIL*--1 A I FRAIL* ALT. CHAIR RAIL CONNECTION * CHAIR RAIL PER SCHEDULE FASTENING SCHEDULE 1 #14 TEK SCREW/HEX HEAD _ 2 10 S.M.S./ HEX HD. 3 — 1/4" X 2 1/4" TAPCON ANCHOR 4 — 1/4 BOLTS/WASHER/NUT 5 — CLIP ANGLE,.125" MIN. THICKNESS 6 — #12X1" LG. S.M.S./HEX HD. 7 — 1/4" X 3" LAG 8 — 1/4" LAG*, WITH 1" WASHER 9 — #10 X 1 1/2" S.M.S./HEX HD. 12 — CLIP ANGLE, 3/32 MIN.THICKNESS *LAG BOLT LENGTH TO BE 1" LONGER THAN ALUMINUM PANEL THICKNESS DATE 05/15/12 ENGINEERING BUSINESS CA 00009677 SCALE N.T.S. TARNOWSKI sH ENGINEERING CIVIL & STRUCTURAL ENGINEERING 7360 N.W. 5th Street Phone (954) 727 - 2027 Lion, FL 33317 Fax (954) 727 - 9644 C.T. TARNOWSKI • T U CUMENT IS THE PROPERTY OF TARNOWSKI ENGINEERING, ) SHALL NOT BE REPRODUCED IN WHOLE OR IN PART STRUCTURAL ENGINEER — Fui LIC. 0050662 WrMOUT WRITTEN CONSENT OF TARNOWSKI ENGINEERING, INC.