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HomeMy WebLinkAboutSUBMITTED PAPERSt OFFICE USE ONLY: Date: I o_ g -I Permit # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION ok�D� 0 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 SCANNED 772-462-1553 BY St, Luc1P ro, PERMIT APPLICATION FOR ALUMINUM STRUCTURES PERMIT ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 1 1 L(r Lj �61 wA V F4 2. PROJECT NAME: SITE PLAN NAME: 3. PROPERTY TAX ID #: j ` O �— �� - O Q 4. LEGAL DESCRIPTION (attach extra sheets if necessary): 5. PLAT BK 1 �F _ PAGE _ �1 ( BLOCK LOT t 1 6. PARCEL SIZE: ACRES/SQ FT. LOT DIMENSIONS 7. SETBACKS (ACTUAL) FRONT: BACK: RIGHT S _ LEFT 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 ab D = oo eck DIMENSIONS SQUARE FEET OF CONSTRUCTION SCREEN ROOM NEW ❑ EXISTING 10 X ( q0 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 ❑ 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: $� (ny( CX-J 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.0426/2010 OWNER INFORMATION NAME:9-)fRA0-1B n ✓'Ot>S — C1t_� -5 S ADDRESS: Pw- , l CITY: er STATE: ZIP ��j`� 7 n /� PHONE (DAYTIM`7'7 E):. d d5 / Z15 , / C9 o 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: ZIP PHONE (DAYTIME): CONTRACTOR INFORMATION STATE OF FLORIDA REG./CERT #: ST. LUCIE COUNTY CERT BUSINESS NAME: l Q t - n ✓cn4 QUALIFIER'S NAME: -t cC - 7)'VcAy\-�� ADDRESS: a (®`b !Sy -C- L\ C6-C 2�- CITY: STATE: ZIP -3.4 cI'.'), PHONE (DAYTIME): 1�73 Q y(o- CtC7C%0FAX NO. C4 q cis 05'� email: ARCHITECT/ENGINEER-- ADDRESS: ��(�S d1n �-L Y-o V 1J It4(_� �(c^� ► 2 (�S CITY: 1> ci w6oaC7, STATE: ZIP -6®3 PHONE (DAYTIME): 4S5o9- af7(o�o NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING, AND HVAC r 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� TOWNSHIP( f RANGE ?� Gi MAP NO. 1 1 1 ZONING � LAND USE �t t LOT CVG % �0�� Additional, Permits W • Required REPORT 0 1 BIMS FEE $ MISC FEES $ TOTAL FEES $ CODE BUILDING &ZONING REVIEW FRONT PLANS VALUE OF CONSTRUCTION REVIEW COUNTER ZONING SUPERVISOR EXAMINER VEGETATION USING ICC TABLE DATE CC LETS r yo�j ��bs=f5i, o D II�IITTALS CERTIFICATION: v 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 gexcethe footprint of the structure that was in existence prior to removal by the storms. OR CO TRACTOR SIGNATURE CO TRA S A STATE OF FLORIDA COUNTY OF �A, � �j C I The foregoing instrument was acknowledged before me me this i �5 day of (OcC b 1be. f- , 20 , by � IA&az l._, l t I1�105 who is personally known to me, or who has produced STATE OF FLORIDA II COUNTY OF —'=41 The foregoing instrument was acknowledged before me me this day of OcG Djag , 20 , by �02, (20 11 who is personally known produced —*" to me, or who has as 'dentification. as id tification. LINDA D. COLLINS LINDA C, t NOTARY PUBLIC NARY F tG'•z- �' C�� TE OF FLORIDA � `4EXPIMS ``�� OF ignature of Notary C. EE072139 Signature of Notary Expires 3/9/2015 �� EE IMPORTANT NOTICES: 3A • 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 OWNER/BLDR 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. , l PLAN REVIEW SPECIFICATION CHEC'"IST PLEASE PROVIDE ONE OF THE FOLLOWING: 50— 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. (1) 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 I I" 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 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. (In SITE CONSTRUCTED SHEDS, HAVING ANY ALUMINUM COMPONENT, SHALL MEET ALL OF THE ABOVE REQUIREMENTS AND THE FOLLOWING ADDITIONAL ITEMS: (A) 2 copies of the current product approval [i.e. N.O.A. or State of Florida approval] with the proposed "opening" or cladding component highlighted and with fasteners and design pressures, per FBC 1714, clearly identified. (B) 2 electric schematics, in accordance with the N.E.C., if applicable. (C) Design pressures, per ASCE-7, identified on the openings of all Plans. (III) HABITABLE ROOMS/ADDITIONS DESIGNS SHALL MEET ALL OF THE ABOVE REQUIREMENTS, EXCEPT AAMA SPECIFICATIONS, AND CHAPTER 13 OF THE FLORIDA BUILDING`CODE. (IV) SUNROOMS (as defined in R202 and FBC 2002.6) MAY BE CONSTRUCTED, SO LONG AS THEY MEET ALL OF THE ABOVE REQUIREMENTS AND MUST BE IN STRICT COMPLIANCE WITH AAMA/NPEA/NSA2100.02 AND MEET THE FOLLOWING ADDITIONAL ITEMS: (1) The designer or engineer will state on all Plans, which Category of Design [3.1.2] 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`h wall ore 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. JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE.COUNTY FILE # 3620895 OR BOC•` )17 PAGE 2287, Recorded 08/22/2011 03:13 PM 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: \_2� \a 'l Q \• M11,01 • U U C; • 4 RTiRDMRiAN nf.ACK \ TRACT r.AT <'� RT.1V3 rINTT 17.. 2. GENERAL DESCRIPTION OF IMPROVEMENT: VN eo n,\— � 3. OVMR INFORMATION: a. Name S�> .Tr\oi,& b.Address \L\L\ L.\,ar� \.�.� 'C'C �te:C.�. c.interest inproperty e._-j&C d. Name and address of fee simple titleholder (if other than owner) 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Sa,.,,. •, 'tzs� C�,r a,�� 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 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 (l)(a) 7., Florida Statutes: " NAME, ADDRESS AND PHONE NUMBER: B. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor'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 1 year from the date of recording unless a different date is specified) 20_. Signature of Owner or Owner's Authorized OMeer/Dlrector/Partner/Manager �C\•.\cry :.•�i � 1't.w'�'i� Print Name ead Provide Signatory's itle/Oftice State of Florida County ofs� �i C.� e_ The foregoing instrument was acknowledged before me this n— day of 20 \ \ \Cor' ��1 cc.i���r� o c; (Name of person) (Type of authority ... e.g. Owner, officer, trustee, attorney in fact) For C .,. , Q , (Name of party on behalf of whom instrument was executed) Personally Known_ o produced the following type of ID: _ (Printed Name of Notary Public) (Signitture of Notary Public) Under penalties of perjury, I declare that I have read the foregoing and that the facts in it aretrue to the best of my knowledge and belief (section 92.525, Florida Statutes). ' Signature(s) of Owiner(s) or Owner(s)' Authorized Ofllcer/Dlre r(Pd' `_ eMNanager who.sig#QAj i� - Nnlary r'ubnc - SL My Comm f •puns By; i ire— By P;' C Bonded iErougn Natrm Rer. aanarraallRemr ' • STATE OF FLORIDA _ST. LUCIE COUNTY TN)s )srn rF-ATIFYTI•IATTHIS IS A TR OR �� r 446�9Go6 BOARD OF COUNTY "° 4 PLANNING & DEVELOPMENT COMMISSIONERS i %,-- r: m . , w SERVICES DEPARTMENT BUILDING & CODE REGULATION DIVISION FAX COVER SHEET FAX #: (772) 462-6448 PHONE #: (772) 462-1553 DATE: I I �I NO. OF PAGES INCL. COVER: 11 TO:► ATTN: RE: 0 SENDER: Lydia Galbraith COMM PHONE #: 462-ISSS L7S ,1 iS i A'71 U 0 00 io Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 PROPERTY INFORMATION Address: 144 LIBERTY WAY City/State/Zip: FORT PIERCE Parcel # : 1312-701-0009-000/6 Zoning: RMH-5 T Review Comments FL 34951 Jurisdiction: St. Lucie County Lot # : 8 Block: 1 APPLICATION INFORMATION Permit Number: 1110-0172 Activity Type: Other Permit Type: MA/RVAddition Existing Concrete CONTRACTOR INFORMATION Contractor Name: PATRICK D DIFRANESCO Business Name: TRI COUNTYALUMINUM INC Business Addr: 2108 LINDA SUE CIR APT 102 City / State / Zil FORT PIERCE, FL 3498: REVIEWS AND COMMENTS Review Type Status Documents Missing Complete Front Counter Review Complete To Be Reviewed by Zoning Complete To Be Review by Plans Exar Pending Zoning Review Incomplete Page 1 Owner(s): Raymond P CROSS (LF EST) Gertrude CROSS (LF EST) Application Type: Building Permit w/o subs Other Activity: ALUMINUM STRUCTURE Stories: 1 Automatic Sprinkler System? Fax Number 772-446-9906 Reviewed By Date Started Date Complete Date Released Dawn Milone 10/18/2011 10/26/2011 Dawn Milone 10/18/2011 10/18/2011 10/31 /2011 Lydia Galbraith 10/31/2011 Planning & Development Services Building & Code Regulation Division Review Comments 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Page 2 10/31/2011 1 Comment THE SETBACKS ON THE SUBMITTED SURVEY IS NOT MATCHING WITH THE FINAL SURVEY FROM THE MH. THE MH WAS PLACED IN DIFFERENT LOCATION AND SETBACKS ARE NO LONGER MATCHING WITH THE ORIGINAL SURVEY. PLEASE PROVIDE TWO CORRECTED SEALED SURVEYS MATCHING THE FINAL SURVEY. WE ADDED THE SAME SETBACK COMMENTS FOR THE ADDITION IN THE REAR TO DENNIE NEW CONSTRUCTION. 11/04/11 RECEIVED CORRECTED SURVEY. THE SETBACKS ARE STILL NOT MATCHING WITH THE FINAL SURVEY. SAME COMMENTS SENT TO DENNIE NEW CONSTRUCTION. 11/01/2011 2 Comment 11/01/11 FAXED COMMENTS FORWARD TO PLAN REVIEW 11/04/11 FAXED UPDATED COMMENTS, WAITING FOR PLANS EXAMINERS REVIEW. TRANSMISSION VERIFICATION REPORT TIME 11/05/2011 11:16 NAME SLC CODE COMP FAX 7724626448 TEL 7724622963 SER.# BROE5J278861 I DATE,TIME 11105 11:15 FAX NO./NAME 94469906 DURATION 00:00:40 PAGE(S) 03 RESULT OK MODE STANDARD ECM BOARD OF COUNTY COMMISSIONERS q46 - qq (-)6 PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATION DIVISION FAX COVER SHEET FAX #: (772) 462-6448 PHONE #: (772) 462--3,553 DATE: NO, OF PAGES INCL. COVER: ATTN; SEN13ER: Lydia Galbraith COMM 11 RE: PHONE # r 1 462-1555 10/30/2011 12:28 7724626448 SLC CODE COMP PAGE 01IO2 446 �` ob I_ DATE: TO: ATTN: BOARD OF COUNTY COMMISSIONERS PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATION DIVISION FAX COVER SHEET CAV ##-: �7721 46"M64A$ PHONE It; (772) 462-155 _ SENDER: Lydia Galbraith e NO. OF PAGES INCL. COVER: RE: l '- PHONE #; 462-1555 a 10/30/2011 12:28 7724626448 SLC CODE COMP PAGE 02/02 Planning & Development Services Building & Code Regulation Division 23H Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 4624553 Fax: (772) 462-1578 PROPERTY INFORMATION Address: 144 LIBERTY WAY City f Stata I Zip; FORT PIERCE Foroel 9 - 1312-701.0009-00016 Zoning; RMH-5 Review Comments FL 34951 Jurisdiction. St. Lucie County Lot # : 8 Block: 1 A PPLICA TION.1NFORMATION Permit Numt� .. 111' �''d172 Activity Type: Other PermltType: MA/RVAddition Existing Concrete CONTRACTOR INFORMATION Contractor Name: PATRICK D C)IFRANESCO Business Name: TRI COUNTYALUMINUM INC Business Addr 2108 LINDA SUE CIR APT 102 City / State! 4F FORT PIERCE, FL 3498; REVIEWS AND COMMENTS Review TyJ Sta us Documents Missing Complete Front Counter Review Complete To Be Reviewed by zoning Complete To Be Review by Plans Exar Pending Zoning Revlc+- Incomplete Page 1 Owner(s); Raymond P CROSS (LF EST) Gertrude CROSS (LF EST) Application Type: Building Permit w/o Other Activity: ALUMINUM STRUC Stories: 1 Automatic S� Fax Number 772-446-9906 �e�lf I I lJ, 20it Reviewed By Data Started _Date Cm_plate Date ReleBse� Dawn Mllone 1011812011 10/2612011 Dawn Mllone 1011812011 1011812011 1013112011 Lydia Galbraith 1012112011 10/31/2011 1 Comment THE SETBACKS ON THE SUBMITTED SURVEY IS NOT MATCHING WITH THE FINAL SURVEY FROM THE MH• TI-1E-MH WAS PLACRD IN DIFFERENT LOCATION AND SI=T$ACKS ARE NO LONGER MATCHING WITH THE ORIGINAL SURVEY. PLEASE PROVIDE TWO CORRECTED SEALED SURVEYS MATCHING THI- FINAL SURVEY, WE ADDED THE SAME SETBACK COMMENTS FOR THEADDITION IN THE REAR TO DENNIE NEW CONSTRUCTION. 44111 99C)L BOARD OF COUNTY � �� PLANNING & DEVELOPMENT COMMISSIONERS 16. SERVICES DEPARTMENT BUILDING & CODE REGULATION DIVISION FAX COVER SHEET FAX #: (772) 462-6448 PHONE #: (772) 462-1553 DATE: I� NO. OF PAGES INCL. COVER: TO: _ Ga k I , ` ATTN: RE: I k o - © I OZ SENDER: Lydia Galbraith PHONE #: 462-1555 COMMENTS: 5w- an,fN Ci l Planning & Development Services Building & Code Regulation Division Review Comments 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 PROPERTY INFORMATION Address: 144 LIBERTY WAY City / State / Zip; FORT PIERCE Parcel # : 1312-701-0009-000/6 Zoning: RMH-5 FL 34951 Jurisdiction: St. Lucie County Lot # : 8 Block: 1 APPLICATION INFORMATION Permit Number: 1110-0172 Activity Type: Other Permit Type: MA/RV Addition Existing Concrete CONTRACTOR INFORMATION Contractor Name: PATRICK D DIFRANESCO Business Name: TRI COUNTYALUMINUM INC Business Addr: 2108 LINDA SUE CIR APT 102 City / State / Zil FORT PIERCE, FL 3498: Page 1 Owner(s): Raymond P CROSS (LF EST) Gertrude CROSS (LF EST) Application Type: Building Permit w/o subs Other Activity: ALUMINUM STRUCTURE Stories: 1 Automatic Sprinkler System? Fax Number 772-446-9906 REVIEWS AND COMMENTS Review Type Status Reviewed By Date Started Date Complete Date Released Documents Missing Complete Dawn Milone 10/18/2011 10/26/2011 Front Counter Review Complete Dawn Milone 10/18/2011 10/18/2011 To Be Reviewed by Zoning Complete 10/31/2011 To Be Review by Plans Exar Pending Zoning Review Incomplete Lydia Galbraith 10/31/2011 10/31/2011 1 Comment THE SETBACKS ON THE SUBMITTED SURVEY IS NOT MATCHING WITH THE FINAL SURVEY FROM THE MH. THE MH WAS PLACED IN DIFFERENT LOCATION AND SETBACKS ARE NO LONGER MATCHING WITH THE ORIGINAL SURVEY. PLEASE PROVIDE TWO CORRECTED SEALED SURVEYS MATCHING THE FINAL SURVEY. WE ADDED THE SAME SETBACK COMMENTS FOR THE ADDITION IN THE REAR TO DENNIE NEW CONSTRUCTION. TRANSMISSION VERIFICATION REPORT TIME 10/30/2011 12:29 NAME SLC CODE COMP FAX 7724626448 TEL 7724622963 SER.# BROE5J278861 DATE,TIME 10/30 12:28 FAX NO./NAME 94469906 DURATION 00:00:32 PAGE(S) 02 RESULT OK MODE STANDARD ECM L4146 - 99 C)6 Iran .._.......... ....... BOARD OF COUNTY PLANNING & DEVELOPMENT COMMISSIONERS � ' SERVICES DEPARTMENT m r BUILDING & CODE REGULATION DIVISION FAX COVER SHEET FAX # : (772) 462-6448 PHONE #,. (772) 462-1553 DATE: it NO. OF PAGES INCL. COVFR' TO: ATTN: RE: SENDER: Lydia Galbraith PHONE #; It COMMENTS: 462-1555 N .-- AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS' Chapter 2/Screen Room AAF Guide as Refereced by: �C F.B.C. 2002.4.1 & Homeowner: A lU"<<'�` 'C. R301.2.1.1.1 Site Built Overall Dimensions: Length: _.+(ft) Width Structure is attaching to: Host Wall Eave Q Height @ Attachment: t (ft} Projection of Eave: (ft) Wall Height: 1i 1 (ft) Overall Height `�6' r (ft) Wind Zone: / 0m h Exposure: � 9 C Room Shape: Type 1 _fie 2 (per p. 2-1) A) [Clear] Span of Roof Panels: c? (ft) Florida Product Approval # Per Table 201 Z) page 2-_ q(jo Using: 3" Riser Panel Roof X 12" Wide by 0, 2 (in) Thickness ' (Depth) Composite Panel X (in) Skin Thickness &- # Density Core B) Using Intermediate Roof Support Beam: Select from Table 202, or, Tabl C208D Load Width (Spacing) on Beam: (ft) Span: (ft Selection:___rl _ C) Edge Beam: Load width (1h Span + Overhang): S (ft) (Table 202, or, 208) Allowable Span (Tabular Value):V (ft) Selection: C/ D) Posts/Primary Screen Wall Members: Post Spacing:_ (ft) (Table 203) Post Span/Wall Height: (ft) Selection: IQ Y Non -Bearing Wall 1: Spacing c, _(ft) Span /Q �'" (ft) Selection Non -Bearing Wall 2: Spacing -,/��� (ft) Span /O' (ft) Selection Q it 3 a 0!�; E) Foundation & Post Connections: (Tables 205 & 206 p. 2-55) Load Width Per Item "C Foundation Type/Detail Reference Paged & Footing Dimensions : X Allowable Post Spacing for Column Connection C1 Per (Table 207-I and 207-II): ., f- l 1 Load Condition 2 Q Detail C2 Required when Table 207 Tabular Values are Exceeded Miscellaneous Details Used (stemwall, block kneewall etc.) From page F) Wall Bracing (Resisting Lateral Wind Pressures) USING: Cables 0 if required Side (Return) wall effective area : sgft ; Cable Pairs: (Per Table 211 p. 2-54) F117 LEM ' I 1 AAF GUIDE TO ALUM/NUM CONSTRUCTION IN HIGH WIND AREAS •Jobsite Information Worksheet: Site r%U ress.�— Existing Host Structure is Constructed Using: _Frame CMU Brick Other (Provide Description) New Structure is Attaching to: Eave Perimeter Wall Other (Provide Description) Eave Projection (if applicable) and Height of Attachment: Eave Projection (in) Height of Attachment (ft) Foundation Type: 4" nominal Slab Monolithic Footing 8" CMU Wall Raised Slab Ribbon Footing Engineered Lumber Deck Other (Provide Description) N 0 0 V a 0 0 REFER TO BOTH ROOF PANEL FASTENING AND EDGE BEAM CONNECTION DETAILS ROOF OVERHAI (2'-6" MAX.) ROOF PANEL SPAN (FOR FASCIA ATTACHMENT) HOUSE ROOF iOVERHANGi ROOF PANELS PER TABLE 201 SLOPE EDGE BEAM ROOF PANEL (REFER TO TABLE 202) I F CONNECTION (SEE- 2X2 HOLLOW (t'PICAL I I DETAILS) SIDE WALL AADER) I { ROOF PANEL CLt�R SPAN (WALL ATTACHMENT) REFER TO TABLE 203 ; FOR POST DESIGN CHAIR RAIL OR KICKPLATE RAIL] IMI j (LOCATION _ FOUNDATION I I "F" DETAILS I I INCIDENTAL J I r- -TO-DESIGN L—L------------------------------------ J TYPICAL (SHED TYPE) SCREEN ROOM SECTION_ / SIDE VIEW NOTES: FOR ALLOWABLE SPANS, REFER TO: 1) ROOF MAY BE CONNECTED TO WALL OR FASICA PER DETAILS TABLE 201 FOR ROOF PANEL SPANS 2) MINIMUM ROOF SLOPE (FALL) 1/2" IN 12" FOR INDUSTRY STANDARD TABLE 202 FOR EDGE BEAMS 3" RISER PANELS AND 1/4" IN 12" FOR COMPOSITE PANELS TABLE 203 FOR POST SPANS 3) ALLOWABLE AVERAGE HEIGHT OF ROOM 7' - 0" (MIN.) TABLE 204 FOR GIRT SPANS R Z/ w s -v N 0 a tn Chapter 2 - Screen Rooms 0 v 1" X 2" OB @PERIMETER I cNOTE-*l _USE 1l ' Q X 3`'aLOIVG=IACS INTO �iI�IQOD HOST CONCRETE SCREWSz NT-0 g T LL' EONCR ^E:.OR-MASONRY CONSTRUCTION (1" EMBEDMENT TYPICAL)/SPACING 24" O.C. AND WITHIN 6" OF EACH PERPENDICULAR MEMBER X 1" X 1/16" ANGLES 2" LONG WITH 248 X 1/2" LONG �- S.M.S. AT EACH LEG TYPICAL EACH SIDE, TOP & BOTTOM) n ,HOST STRUCTURE ELEMENTS - ¢ CONNECTION WITH EXPOSED FASTENERS v ! -2'._'0B=@-P_ERIMETER3 z w` REFER TO NOTE #1- THIS SHEET . FROMJNSIDE FA_ CE— �1 X,2 OB INT SPLINES,OF- I OB-(1" EMBEDMENT -MINIMUM' ''�`• `. REFER TO NOTE #1- THIS SHEET HOST -STRUCTURE ELEMENTS - i lil] GGNNEC"CION . kH COi�CFLED"FASTEIERS� PARTIAL ELEVATIONS / 1" X 2" TO 1" X 2" CONNECTIONS Page 2 - 13 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 Chapter 2 - Screen Rooms DETAIL C1 UTILIZED FOR FOUNDATION CONNECTIONS WHERE NUMERIC VALUE IN PARENTHESIS FOR ALLOWABLE SPAN (TABLE 203) OF POST IS 1; AND, DOES NOT EXCEED SPACING VALUES IN TABLE 207.(TYPE I OR TYPE II). Cl(a) IS A SPECIAL CASE WHERE SCREEN WALL IS FASTENED TO THE TOP OF A MASONRY WALL (REFER TO Cl(a) NOTES BELOW). TO PLACE A POST ON A MASONRY WALL, IT MUST SATISFY TABLE 203, TABLE 207 AND TABLE 215. COLUMNS (POSTS/UPRIGHTS) MUST NOT EXCEED ALLOWABLE SPANS IN TABLE 203. NUMBER IN PARENTHESIS IN TABLE 203 INDICATES THE APPROPRIATE LOAD CONDITION DETAIL (Cl OR C2). CONCRETE EXPANSION ,:ANCHORS BY 21/2" EMBEDMENT +--POST / COLUMN 2"X2"X1/8" 2"X2"Xl/8" ANGLE I ANGLE 2" LONG 4" - o - - -W OB SOLE PLATE 4 EACH #14 SMS _ 11 1 Iwo POST WEB N m FACE OF SCREEN WALL r EDGE OF FOUNDATION WALL FACE PARTIAL ELEVATION C1 TYPICAL C1 POST/COLUMN AT FOUNDATION 2 2" 3" 2X3 POST / COLUMN Z)a'X1/8" ANGLE 2" LONG i 2 EACH #14 SMS INTO POST WEB EACH SIDE OF POST r7 I I ;4 1 1X2 OB SOLE PLATE 2 CONCRETE EXPANSION ANCHORS 3/8" 0 X 21/2" EMBEDMENT (1/4" 0 MAY NOT BE USED) SECTION / SIDE ELEVATION �2u PLAN VIEW SECTION / IX2 SOLE PLATS C1 TYPICAL C1 POST/COLUMN AT FOUNDATION 2 NOTES FOR CONNECTION Cl(a): 1) Cl(a) CONNECTION WITH ONLY 2 EACH 3/8" 0 CONCRETE FASTENERS; 2) COLUMNS MUST SATISFY BOTH COLUMN SPAN TABLE 203 AND 215 (THE LESSER OF THE TWO); 3) A W OB MAY BE SUBSTrfUTED FOR THE 1X2 SOLE PLATE SHOWN. CENTER FASTENERS ON FILLED TOP COURSE � I N / ' / COLUMN 2W-X1/8" ANGLE 2" LONG 2 EACH #14 SMS INTO POST WEB EACH SIDE OF POST -SOLE PLATE TYPICAL C1 POST COLUMN C1 CONNECTION DETAIL FOR 8" CMU WALL 2 Allowable Post Heights (Spans [ft]) for 2 Each 3/8" 0 Concrete Fasteners Table 215 Post Spacing in feet (Load Width) zone psf 5.0 5.5 6.0 6.5 7.0 7.5 8.0 110 13 18.5 16.8 15.4 14.2 13.2 12.3 11.5 120 15 16.0 14.5 13.3 12.3 11.4 10.7 10.0 130 18 13.1 12.1 11A 10.3 9.5 8.9 8.3 140 21 1 11.4 1 10.4 1 9.5 1 8.8 1 8.2 7.6 7.1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 Chapter 2 - Screen Rooms 1 X 2 OB @ PERIMETER FASTEN PER NOTE #1 2" X 2" HOLLOW F_ HORIZONTAL (GIRT) �C1P=°&" BOTTOM)' L CONNECTION W/EXPOSED FASTENERS 1 X 2 OB @ PERIMETER ~FASTEN PER NOTE #1 1" X 2-1/4" X 1/8" RECEIVING CHANNEL / COLUMN 1 X 2 OB @ PERIMETER FASTEN PER NOTE #1 i GIRT (DETERMINED BY TABLE) NOTE #1: USE'/4"0 X 3" LONG LAGS INTO WOOD HOST AND - -- - - - - - - 1/4"0 X 21/4" LONG CONCRETE SCREWS INTO CONCRETE OR _ MASONRY CONSTRUCTION (1" "�- EMBEDMENT TYPICAL) SPACING 24" Qt­.`X!ND WITHIN 4" OF EACH PERPENDICULAR MEMBER X 2,QBsI l CONNECTION W/ CONCEAL-ED,FfENERS::3 PARTIAL ELEVATIONS 12 X'2 GIRT TO I X 2 CONNECTIONS AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 F_ Page 2 - 14 Chapter 2 - Screen Rooms 1" X 1" X 1/8" ANGLES 2" LONG WITH 2- #8 X 1/2" LONG S.M.S. AT EACH LEG (TYPICAL EACH SIDE, TOP & BOTTOM) 1" X 2-1/4" X 1/8" rRECEIVING CHANNEL / COLUMN CONNECTION W/ EXPOSED FASTENERS 4 - # 10 S.M.S. FROM INSIDE FACE OF POST INTO SCREW SPLINES OF HOLLOW GIRT (1-1/2" EMBEDMENT MINIMUM) GIRT OR CHAIR RAIL SELF MATING POST CONNECTION W/ CONCEALED FASTENERS l Page 2 - 15 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 1. Chapter 2 - Screen Rooms ROOF PANELS (SELECT PER TABLE 201) ��7777777 SLLLLL�L� "LL �SCREX OSSESS HOLLOW POST — HOLLO111/ PQS fSWrZ' 2"=(QIEADER, ROOF PANELS (SELECT (� PER TABLE 201) (4)-# 10 X 4" Ma S.M.S. INTO j'.. r 2" X 2" X.046" SCREW BOSSES SELF -MATING POST — r,. SELF -MATING POSTS W/ 2X2 HEADER POSTS TO SIDE WALL HEADER CONNECTIONS (PARTIAL ELEVATIONS @ WALL FACE) AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 ( Page 2 -16 Chapter 2 - Screen Rooms I I I -� -- 1" X 2" OB (SIDE WALL) I it #10 S.M.S. X 1-1/2" LONG @ 24" O.C. z I 2- # 10 S.M.S. FROM INSIDE FACE OF 1" X 2" OB INTO SCREW SPLINES OF 1" X 2" OB (1" EMBEDMENT MINIMUM) SEE PLAN VIEW BELOW I II ANCHORS TO FOUNDATION o I II fV FOUNDAATON EXTERIOR CORNER DETAIL c8 (PARTIAL ELEVATION) 2 � w u! LLJ ui U I v ` f 1-1/2" LONG #10 I 2" }C 2" X 1/8" ANGLE S.M.S. @ 24" O.C. (IYP.) > >� -w �� ®� , r UST/ #-14 AND 1•/4 �X3 1" X 2" (OB)W/ 1-1/2" LONG #10 S.M.S. @ 24" O.C. (TYP.) (ROOF BEARING WALL)-2" X 2" HOLLOW ----------------- (SCREEN FACE) kTERIOR CORNEA (PLAN VIEW) AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 Page 2 =18 3 02A Mr t2; mliffl., I I STRAP (2" WIDE BY 1/8" € THICK OR 1-1/4" BY 3/16" THICK) FASTENED W/ 2 EACH 1/2"0 BOLTS AND c 2 EACH X #14 S.M.S. ,f�*3 2 EACH 1/2" 0 BOLTS THRU� STRAP, BEAM AND POST II II II II 2" X 3" OR 2" X 4" HOLLOW POST (POST NOTCHED TO ACCOMODATE BEAM) SECTION WALL HEADER EDGE BEAM 3" X 2" X 0.045" STRAP (2" WIDE BY 1/8" THICK OR 1-1/4" N BY 3/16" THICK) FASTENED W/ 2 EACH 1/2"0 BOLTS AND 2 EACH X #14 S.M.S. (SCREEN FACE) ELEVATION EDGE BEAM FASTENING DETAILS - 3" X 2" BEAM & HOLLOW POST � K2v2=fflEAD D SAIL:#3 WALL HEADER EDGE BEAM 3" X 2" X 0.045" ROOF PANELS (SELECT PER TABLE 201) (O, +o-)j I I )qu, I 0 I 1 ' (4)-#10 INTO SCREW BOSSES - 1-1/2" EMBEDMENT TYPICAL 1" X 1" X 1/8" ANGLE BY 3" LONG ACCESS0 (DRILL I I I W/ 3 EACH #14 S.M.S. INTO EACH n INTO TOP BEAM TO I MEMBER AS SHOWN I I I I ACCOMODATE HEX DRIVER)Ln 4'r HQLLOW 3 ,��4 rPOSZ (P0.-il-`-CHED T.O — ov I AOCOMODATE=BEAM)- - m a � rt SECTION - WALL HEADER EDGE BEAM 3" X 2" X 0.045" (SCREEN FACE) ELEVATION (Y X 2" HEADER DETAIL #1) Chapter 2 - Screen Rooms SECTION � ROOF PANEL L- ikz NG -DETAILS# 1:9(3%RISER 1/4" 0 THRU BOLT W/ 1-1/4" 0 WASHER @ 10" O.C. (TYPICAL) - 3/8" 0 BOLTS REgD FOR 6" THICK ROOF PANELS o �DO O CONTINUOUS ANGLE 2" X 2" X 1/8" FOR EDGE BEAMS FOR INTERMEDIATE BEAMS 2" X 2" X 3/16" THICK W/ #14 SMS @ 6" O.C. (TYPICAL) 0 0 0 0 0 go C (SELECT FROM TABLE 201) NOTE: THE 2"X2"Xl/8" CONTINUOUS ANGLE MAY BEAM SELECTED FROM TABLE BE ELIMINATED BY BOLTING THE COMPOSITE 202 (MAY BE HOLLOW OR PANELS THRU THE SUPPORTING BEAM SELF-MATING/LAP EXTRUSION SECTION ROOF PANEL FASTENING DETAIL #2 C2 (COMPOSITE PANELS) 2 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 Page 2 - 32 Chapter 2 - Screen Rooms Allowable Roof Panel Spans for Screen Rooms (Type 11) Table 201 Table 201d 130 MPH Wind Zone Exposure B Industry Standard Products Design Load (psl) Panel/Skin Thickness 0.024 0.032 C37 4 ndin -Seam Riser b 5 Ribf 32 1 = =5' 1 8'-6" 3" Composite (1 lb EPS Core X Skin Thickness) 30.9 9'-8" 11'-4" 4" Composite (1 lb EPS Core X Skin Thickness) 30.9 10'-8" 12'-7" 5" Composite (1 lb EPS Core X Skin Thickness) 30.9 li'-8" IT-2" 6" Composite (1 lb EPS Core X Skin Thickness) 3" Composite (2 lb EPS Core X Skin Thickness) 30.9 30.9 12'-8" 11'-4" 13'-8" 12'-3" 4" Composite (2 lb EPS Core X Skin Thickness) 30.9 12'-7" 13'-6" 5" Composite (2 lb EPS Core X Skin Thickness) 30.9 13'-2" 14'-6" 6" Composite (2 lb EPS Core X Skin Thickness) - 30.9 13'-8" 15'-5" Table 201e 140 MPH Wind Zone Exposure B Industry Standard Products Design Load s Panel Skin Thickness 0.024 0.032 3" Standing Seam (Riser) by 5 Rib 3" Composite (1 lb EPS Core X Skin Thickness) 37.2 35.8 5'-6" 9'-2" 7-11" 10'-9" 4" Composite (1 lb EPS Core X Skin Thickness) 35.8 10'-2" 11'-11" 5" Composite (1 lb EPS Core X Skin Thickness) 35.8 11'-1" 12'-6" 6" Composite (1 lb EPS Core X Skin Thickness) 35.8 12'-0" 13'-1" 3" Composite (2 lb EPS Core X Skin Thickness) 35.8 10'-9" 4" Composite (2 lb EPS Core X Skin Thickness) 35.8 11'-11" 12'-10" 5" Composite (2 lb EPS Core X Skin Thickness) 35.8 12'-6" 13'-9" 6" Composite (2 lb EPS Core X Skin Thickness) 1 13'-1" 14'-9" FW, AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 1 Page 2 - 46 .N to m N t�D N 0 0 V CL r-r 0 3 LEPRPLS rf EAF�I TING SOLID ROOFS in Screen Rooms TYPE II Table 202d Applied Unit Load = 30.9 (PSF) Wind Zone= 130 (MPH) Single Extrusion Sections ContributIna Load Width 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0" 11'-0" 12'-0" 2 X 2 X 0.046" Hollow 3'-9" 3'-5" 3'-2" T-11" 2'-10" 2'-8" 2'-7" 2'-5" -- -� 0:050_Holiow__I 5' 4„-- -_- — 4'-10" 4'-6" 4'-3" T-11" 3'-9" 3'-7" 3'-5" 3 X 2 X 0.072" Hollow 5'-6" 5'-0" 4'4" 4'-4" 4'-1" 3'-11" T-9" 3'-7" 2 X 4 X 0.050" Hollow Tilt HT 5'-10" 5'-3" 4'-11" 4'-7" 4'-4" 4'-1" T-11" 3'-9" 2X4 SMB 5'-1" 4'-7" 4'-3" 3'-11" 3'-9" 3'-7" T-5" 3'-3" 2X5 SMB 6'-5" 5'-10" 5'-5" 5'-1" 4'-9" 4'-6" 4'-4" 4'-2" 2X6 SMB T-6" 6-11" 6'4" 51-11" 5'-7" 5'-4" 5'-1" 4'-10" 2X7 SMB 91-8" 8'-10" 8'-2" 7'-7" 7'-2" 6'-10" 6'-6" 6'-3" 2X8 SMB 14'-3" 13'-0" 12'-1" 11'-3" 10'-8" 10'-1" 9'-7" 9'-2" Combination Sections 51.011 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 2X3 HT+1X2 OB 5'-9" 5'-3" 41-11" 4'-7" 4'-4" 4'-1" T-11" 3'-9" 2X4 HT+1X2 OB 6-11" 6'-5" 5'-n" 5'-6" 5'-3" 4'-11" 4'-9" 4'-6" 2X4 SMB+1X2 OB 5'-9" 5'-3" 4'-10" 1 4'4' 4'-3" 4'-0" T-10" T-8" Note: For Combination Sections, the 1X2 Open Back must be fastened to the accompanying edge beam per special fastening elevation on Page 29. ALLOWABLE SPANS for Carrier or Lrtermedlate Roof Beams In Screen Rooms Exposure B FOR: 130 (MPH Zone) TYPE II Table 208d Unit Load = Design Pressure = -30.9 (PSF) Beam S acin Tributa Load Width Beams 6'-0" 8'-0" 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 2 X 4 X 0.045 X 0.100 SMB .4; 7-0"a 6'-1"a 5'-5"a 4'-11"a 4'-7"a 4'-4"b 4'-i"b 3'-10"b 3'-8"b 2 X 5 X 0.050 X 0.116 SMB , 8'-5"a 7-4"a 6'-611b 5'-11"b 54"b :. 5'-211b 4'-10"b 4'-7"b 4'-5"b �2=X�6�X�O:OSDLLX_0:1�20_SM `"� ._.9 0'-'a1� 7'-10"a 6-11"b 6'-4"b 5'-11"b 5'-6"b 5'-2"b 4'-11"b 4'-8"b 2 X 7 X 0.055 X 0.120 SMB 9'-81'a 8'-5"b 7'-6"b 6'-10"b 6'-4"b 5'-11"b 5'-7"b 5'-4"b 5'-111b 2 X 8 X 0.072 X 0.224 SMB 13'-8"b 11'-10"b 10'-7"b 9'-811b 8'-11"b 8'-41fc T-11"c 7'-611c 7'-1"c 2 X 9 X 0.082 X 0.306 SMB 16'-7"b 14'-4"b 12'-10"b 11'-9"c 10'-10"c 10'-2"c 9'-7"c 9'-11,c 8'-8"d 2 X 10 X 0.092 X 0.389 SMB 20'-1"b 17'-5"c 15'-7"c 14'-2"c 13'-2"c 12'-4"d 11'-7"d 10'-11"d 10'-6"d Double 2X9X.082X.306 SMB 23'-5"c 20'-4"c 18'-2"c 16'-7"d 15'-4"d 14'-4"d 13'-6"d 12'-10"d 12'-3"e Double 2X10X.092X.389 SMB 27'-11"c 24'-2"d 21'-8"d 19'-9"d 18'-4"d 17'-i"e 16'-2"e 15'-4"e 14'-7"e Note: Letter following span corresponds to Table 212 for Support Post Fastening Requirements 6 H MEE Chapter 2 - Screen Rooms ALLOWABLE SPANS for Primary Members 1'n Screen Walls (Posts f Glolumns) Wind Zone = -130 M13fi103 Applied Unit Load = Load Widths or Spacing Post/Column 4'-0" 4'-6" ,— 1 T-6" I 6-0" 18.0 6'-6" PSF 7-0" Table 203d Exposure B T-6" 8'-0" 2" X 2" X 0.046" X 0.046" Hollow 4'-T(1) 4'-6"(1) 4'-3"(1) 4'-1"(1) 3'-il"(1) T-T(1) T-7(1) T-6"(1) T-47(1) jF22--X°3nCOMS_"-UX10A5' HWDWw p 6-9"(1) 6'-4"(1) L6'-OV(I) - 3 T-9"(1) 5'-6"(1) 9-4"(1) 5-1"(1) 4'-11"(1) 4'-9"(1) - 2" X 3" X 0.05" X 0.05" Snap 7-3'(1) 6'-10'(1) 6'-6"(1) 6'-2'(1) 5'-11"(1) 5'-8%1) 5'-6"(1) 5'-4"(1) T-1"(1) 2" X 4" X 0.050" X 0.050" Hollow 8'-2"(1) 7-8-(1) 7-4"(1) 6-11"(1) 6'-8"(1) 6'-5"(1) 6-2"(1) 5'-11"(1) 5'-T(1) 2" X 4" X 0.05" X 0.05" Snap 9'-0"(1) 8'-6"(1) 8'-1"(1) 7'-8"(1) 7-4"(1) T-1"(1) 6'-10"(1) 6'-7"(1) 6'-5"(1) 2" X 5" X 0.050" X 0.050" Hollow 8'-5"(1) 7-11-(1) T-7'(1) 7-2"(1) 6'-11"(1) 6'-7"(1) 6-5"(1) 6'-2"(1) 5'-11"(1) 2"X4"X0.046"X0.10" SMB 6'-11"(1) 6'-7'(1) 6'-3"(1) T-11"(1) T-8"(1) 5'-6"(1) 5'-3"(1) 5'-1"(1) 4'-11"(1) 2"X5"X0.05"X0.116" SMB 8'-8"(1) 8'-2"(1) 7-9"(1) T-5"(1) 7-1"(1) 6'40"(1) 6'-7"(1) 6'-4"(1) 6-27(1) 2"X6"X0.05"X0,12" SMB 9'-10"(1) 9'-3'(1) 8-9"(1) 8'-5"(1) 8'-0"(1) T-9"(1) T-5"(1) T-27(1) 6'-11-(1) 2"X7%0.055"X0.12" SMB 10'-9-(1) 10'-2"(1) 9'-7"(1) 9'-2"(1) 8'-9-(1) 8'-5"(1) 8'-2"(1) 7'40"(1) 7'-7"(1) 2"X8X.072"X0.2M' SMB 19'-7"(2) 18'-5"(2) 17'-6"(2) 16'-8"(2) 15'-11"(2) 15'-4'(2) 14'-10'(2) 14'-3"(2) 13'-10"(2) 2"X9"X.082"X.306" SMB 25'-5'(2) 23'-11"(2) 2X-8"(2) 21'-8"(2) 20'-9"(2) 1T-11"(2) 19'-2"(2) 1&-6"(2) 17-11"(2) 2"X10"X.092"X.389" SMB 30'-8"(2) 28'-11"(2) 2T-5"(2) 26'-2"(2) ZT-0"(2) 24'-1"(2) 23'-2"(2) 22'-5'(2) 21'-8"(2) 3" X 3" X 0.090" Hollow 8'-5"(1) Tit"(i) T-7"(1) T-2"(1) 6'-W(1) 6'-8"(1) 6-5"(1) 6'-2"(1) 5'-11"(1) 3" X 3" X 0.125" Hollow 11'4"(1) 10'-8"(1) 10'-2"(1) 9'-8"(1) Note: 3x3 posts require the addition of a screen retention members on two sides ALLOWABLE SPANS for Primary Mnibers In Screen Wads (Posts/Columns) Wind Zone = 140 MPH Applied Unit Load = Load Widths or Spacing Post/Column 4'-0" 1 4'-6" 5-0" 1 5'-6" 9'-3"(1) 6-0" 8'-11"(1) 21.0 6'-6" 8'-7'(1) PSF T-0" 8'-3"(1) 8'-0"(1) Table 203e Exposure B 7-6" 8'-0" 2" X 2" X 0.046" X 0.046" Hollow 4'-5"(1) 4'-2"(1) T-11"(1) T-T(1) T-7"(1) 3'-6"(1) 3'-1"(1) 3'-3"(1) 3-1"(1) 2" X 3" X 0.05" X 0.05" Hollow 6'-3"(1) T-11"(1) 5'-7"(1) 5-4"(1) T-1"(1) 4'-11"(1) 4'-9"(1) 4'-T'(1) 1 4'-5"(1) 2" X 3" X 0.05" X 0.05" Snap 6-9"(1) 6'4"(1) 6-0"(1) 5'-T(1) 5'-6"(1) T-3"(1) 5'4"(1) 4'-11"(1) 4'-T(1) 2" X 4" X 0.050" X 0.050" Hollow T-7"(1) T-1"(1) 6'-9"(1) 6-5"(1) 6'-2"(1) 5-11"(1) T-8"(1) 5-6"(1) 5'-4"(1) 2" X 4" X 0.05" X 0.05" Snap 8'-4-(1) T-11"(1) T-6"(1) 7-2-(1) 6'-10"(1) 6-7"(1) 6'-4-(1) 6'-1"(1) 5'-11-(1) 2" X 5" X 0,050" X 0.050" Hollow 7'-10"(1) 7'-4"(1) 6'-11"(1) 6'-8"(1) 6'-5"(1) 6'-2"(1) 5'-111 1) 5'-9"(1) 5'-6"(1) 2"X4"X0.046"X0.10" SMB 6'-6"(1) 6'-1"(1) 5-911) 5'-6"(1) T-3"(1) -" ' 4'-11"(1) 4'-9"(1) 4'-7"(1) 2"X5"X0.05"X0.116" SMB 8'-0"(1) T-7"(1) T-2"(1) 6'-10"(1) 6'-7'(1) 6'-4"(1) 6'-1"(1) 5%10"(1) 5-8"(1) ZX6"X0,05"X0,12'SMB 9'-i"(1) T-7"(1) 8'-2-(1) T-9"(1) 7'-S"(1) 7'-2"(1) 6'-11"(1) 6'-8"(1) 6'-5"(1) 2"X7"X0.055"X0.12" SMB T-11"(1) 9'-5"(1) 8'41"(1) 8'-6"(1) 8'-27(1) 7'-10"(1) 7-6"(1) 7-3'(1) T-0"(1) 27X8X.0727X0.224" SMB 18'-1"(2) 17-1"(2) 16'-2"(2) 15'-5"(2) 14'-10"(2) 14'-3"(2) 13'-8'(2) 13'-3"(2) 12'-10"(2) 2"X9"X.08X X.306" SMB 23'-6"(2) 22'-2'(2) 21'-0"(2) 20'-07(2) 19'-2'(2) 18'-5"(2) 17-9"(2) 17-2"(2) 16'-T'(2) 2"X10"X.092"X389" SMB 28'-S"(2) 26-9"(2) 25'-5"(2) 24'-2"(2) 23'-2"(2) 22'-3"(2) 21'-5"(2) 20'-9"(2) 20'-1"(2) 3" X 3" X 0.090" Hollow 7-10"(1) 7'-4"(1) 6'-11"(1) 6'-8"(1) 6-5"(1) 6'-2"(1) S'-11"(1) 5'-9"(1) 5'-6"(1) 3" X 3" X 0.125" Hollow 10'-6-(1) 9'-11"(1) 9'-5"(1) 8'-11"(1) 8'-7'(1) 8'-3-(1) 7'-11"(1) 7'-8"(2) 7-5'(2) 1 Note: 3x3 posts require the addition of a screen retention members on two sides rc, AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 Page 2 - 52 Chapter 2 - Screen Rooms ALLOWABLE SPANS for SBX DARY SCREEN WALL MEMBERS (GRTS OR CHAIR RAILS) FOR 100&110 mph Weld Zones (Maximum Vertical Spacing 7 It o.c.) Unit Load = 13 Ibs/sgft 1 rind width / Snarinn Table 204 Table 204a&b Extrusion 4'-0" 2X2X.046 Hollow 514, I 4'-6" 5'-1" I 5-0" 4'-10" 1 5'-6" 4'-7" 6-0" 4'-5" 1 6'-6" 4'-3" I 7-0" 4'-1" 2X3X.050 Hollow 7-11" 7'-6" 7-1" 6'-9" 6-6" 6'-3" 6-0" 2X4X.05" 10'-2" 9'-7" 9'-1" 8'-8" 8'-3" T-11" 7'-8" 2X3X.072" 9'-1" 8'-T' 8'-1" 7'-9" 7-5" T-1" 6-10" FOR 120 mph Wmd Zone (Maximum Vertical Spacing 7 It o.c.) Unit Load = 15 Ibs/sgft 1 nmri WirRh / Cn rinn Table 204C Extrusion 4'-U' 2X2X.046 Hollow 4'-11" I 4'-6' 4'-9" 5'-0" 4'-6" I 5'-6" 4'-3" 6'-0" 4'-1" I 6'-6" I Y-11" T-0" 3'-9" 2X3X.050 Hollow T-5" 6-11" 6'-7" 64' 6'-0" 5'40" 5'-7" 2X4X.05" 9'-5" 8'-11" 8'-5" 8'-1" 7'-8" T-5" 7'-2" 2X3X.072" 8'-5" T-11" 7'-7" T-2" 6-11" 6-7" 6'-5" CF.OR`130. mistiW hill: Zdde (Maximum Vertical Spacing 7 It o.c.) Unit Load = 18 Ibs/sqft 1 —A 1RBri+#, / Crr rinn Table 204d Extrusion 4'-0" 1 4'-6" 5�Q'• T-6" I 6-0" 6'-6" I 7-0" 2X2X.046 Hollow 4'-7" 4'-4" 4'-1" Y-11" T-9" 3'-7" T-5" C2X3X.Q50 Hollow---;7 6'-9" 6 4' L6'=-0L�;7 5'-9" 5'-6" 5'-4" 5'-1" E 2X4X.05" 8'-7" 8'-1" 7'-8" 7'-4" T-0" 6'-9" 6-6" e` 2MX.072" T-8" 7'-3" 6-11" 6-7" 6'-3" 6-0" Y-10" M FOR 140 mph Wind Zone Maximum Vertical Spacing 7 It o.c.) Unit Load = 21 Ibs/sgft Load Width / Spacing Table 204e Extrusion 4'-0" ( 4'-6" 1 5'-0" I T-6" I 6'-0" 1 6'-6" 1 T-0" 2X2X.046 Hollow 4'-3" T-11" 3'-9" 3'-T' T-5" T-4" 3'-2" 2X3X.050 Hollow 6'-3" 5-11" 5'-7" 5'-4" 5'-1" 4'-11" 4'-9" .` 2X4X.05" 7'-11" 7-6" 7'-2" 6'-10" 6'-6" G-3" 6'-0" .ry, 2X3X.072" T-2" 6-9" 6'-5" 6'-1" V-10" T-7" 5'-5" Page 2 - 53 I AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 Chapter 2 - Screen Rooms I Abwable Post Spacings (Feet) for Column Connection Detail CL inlype Y Screen Rooms Table 207-1 A�9,,d i,ie D..k WirH+, Wind Zone 5 6 7 8 9 10 11 12 100 & 110 mph Zones 8.0 6.7 5.7 5.0 4.5 4.0 3.7 3.3 120 mph Zone 6.8 5.6 4.8 4.2 3.8 3.4 3.1 2.8 130 mph Zone 5.8 4.8 4.1 3.6 3.2 2.9 2.6 2.4 140 mph Zone 5.0 4.1 3.5 3.1 2.8 2.5 2.3 2.1 Load Condition 2 / Detail C2 Required when Table 207 Tabular Values are Exceeded Allowable Post Spacings (Feet) for Column Connection Detaa Cl in Type H Screen Room: Table 207-H AKAk,d- 1,1e D-& WiAth Wind Zone ^5' 6 7 8 9 10 11 12 110 mph Zone 9.9 8.3 7.1 6.2 5.5 5.0 4.5 4.1 120 mph Zone 8.4 7.0 6.0 5.2 4.6 4.2 3.8 3.5 �130-m h.Zone C7tlu=r 9, 5.9 5.1 4.5 4.0 3.6 3.2 3.0 140 mph Zone 6.1 5.1 4.4 3.8 3.4 3.1 2.8 2.6 Load condition 2 / Detal C2 Required when Table 207 Tabular Values are Exceeded Fastening Requirements - Ends of Roof Support Beams it Screen Rooms Table 209 Connecting To Beans or To Host Structure By Beam and Fastener .; - --- -- -- ---- ------ Beam #12 SMS # Each per Side #14 SMS3%8"'z # Each per Side -Thru- =--Bofs=� 1/4" Dia Lag Screw (per side) 3/8" Dia Masonry (per side) 2 X 4 X 0.045 X 0.100 SMB 2 1 1 1 1 2 X 5 X 0.050 X 0.116 SMB 2 2 1 2 1 c-2= 6X X 0 050 X=-GA-2- SMB 2 2 1. 2 1 2 X 7 X 0.055 X 0.120 SMB 2 2 1 2 1 2 X 8 X 0.072 X 0.224 SMB 2 2 1 2 2 2 X 9 X 0.082 X 0.306 SMB 2 2 1 3 2 2 X 10 X 0.092 X 0.389 SMB 2 2 1 3 2 Double 2X9X.082X.306 SMB 2 2 1 4 3 Double 2X10X.092X.389 SMB 3 2 1 4 3 Post Group A Post Croup B Post Group C Web Thickness .045" Web Thickness .050" Web Thickness .072" 2"x4"x.045" Hollow 2"x5"Self Mating Beam 2"x8"Self Mating Beam 2"x3"x045" Hollow 2"W'Self Mating Beam 2"x2"x 045" Self Mating Snap 2"x3"x.045" Self Mating Snap 2"x4"x.045" Self Mating Snap Allowable Areas of Wall [Wind] Exposure by Zone for Wag Bracing Table 211 Cable Pressure=> 13 PSF 15 PSF 18 PSF 21 PSF Pairs Wind Zone=> 100&110 120 130 1 140 NONE (TABULAR VALUES IN SQFT) 74 64 53 46 1 221 192 160 137 2 412 357 298 255 3 548 475 396 339 1', (Tabular values must be multiplied by 72% for all gabled enclosures) AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 1 Page 2 - 54 ' Chapter 2 - Screen Rooms Fastening Requirements - Ends of Roof Beams in Screen Rooms Table 210a Connecting to Posts w/ 1/8" Splice (Plates using #12 SMS into Posts (Tabular Values are Attached Carrier Beam (byabbreviation Screws per Side per End) 4S 5S 6S 7S 8S 9S 10S Post Group A 3 3 3 3 4 6 7 2"X4" Self -Mating Beam 2 3 3 3 4 6 7 Post Group B 2 3 3 3 4 6 7 2°X7" Self -Mating Beam 2 2 3 3 4 5 6 Post Group C 2 2 1 2 1 2 1 3 1 4 5 2"X9" Self -Mating Beam(H) 2 2 1 2 2 3 4 4 Fastening Requirements - Ends of Roof Beams in Screen Rooms Table 210b Connecting to Posts w/ 1/8" Splice Plates using #14 SMS into Posts Attached Carrier Beam (byabbreviation (Tabular Values are 4S 5S 6S 7S 8S 9S 10S Screws per Side per End) Post Group A 2 3 3 3 4 6 7 2"X4" Self -Mating Beam 2 3 3 3 4 6 6 Post Group B 2 2 3 3 4 5 6 2"X7" Self -Mating Beam 2 2 2 3 3 5 5 Post Group C 2 2 1 2 2 3 4 4 2"X9" Self -Mating Beam(H) 2 2 2 2 2 3 4 Notes: 1) Post Groups shown below 2) Select Beam Fasteners from Table 209 3) Maintain a minimum spacing of 1" On Center of Screws, size plate to accomodate. Concrete Slab Foundations & Monolithic Footings (Detaa F2) Table 205 Exp B Allowable Tributary Load Widths for Solid Roofs Total Bottom Solid Roofs / Screen Walls Height In Width In 110 mph 120 mph fl30-m h-o 140 mph �4 rnNo ihahPa_tio=Slab_;onL. 4'-71/2" 31- 11" rX-43/4".--. 2'-113/4" 8 8 81-103/4' 8'-01/2" 7'- 5" 6'-111/4" 8 12 10'-63/4" 9'-81/2' 91- 1" 81-71/4" 12 12 IT-63/4" 14'-81/2' 14'- 1" 13'-71/4" 12 16 181-103/4" 18'-01/2" 17- 5" 16-11'/4" ' 16 16 25'-63/4' 24'-81/2" 24'- 1" 23'-71/4" Continuous Peri nneter Concrete Footings Table 206 Exp B Allowable Tributary Load Widths for Solid Roofs Height (In) Width (In) Reinforcement 110 mph 120 mph 130 mph 140 mph ' 8 8 1 Each #5 3'-53/4" T-111/2" T-63/4" 2'- 3" 8 12 2 Each #5 5'-2-3/a" 4'- 5" 3'- 10" 3'-4�/i' 12 12 2 Each #5 71- 10" 6'-71/2" 51- 9" 5'-03/4" 12 16 2 Each #5 10'-5'/2" 8'-10�/4" 7'- 8" 6'-91/a" 16 16 2 Each #5 13'-111/4" 11'-91/2" 10'-23/4" 9'-01/4" Page 2 - 55 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 0 Mobile home } zU CD E H M 0 JV Ed W �N W za yj o �z a u= Oa o N O 0 n g o 10, z N � Z W Q Q OGp z of � U 08 a z 4 4' 4 4" 4'4' m - - U 3 14' o c Overhead view v a 5 o MINE 1/4 =1' sh t # UA, E POSURE B 1 VELOCITY 130 of 2 24"kneebrace 2"x6"x0.50 smb (Fourt O ZV LU h wall) 24" kneebrace span TO)3"x3"x0.90 10' >(Max post 2"x6" smb Intermedlatebeam 24" kneebrace Ilk • U lb 3"x12"x0.24 Pan Roof 3x2x0.45 :3x0.90 1x3x0.45 1x3x0.45 --4 4'6" 4'6" 7xlxn-4r, rift 7x'4xn.4-; rift! 24" Kick plate 1 24" Raised concrete slab 10' Left Side View 7' 3"xi2"x0.24 Pan Roof 14' Back View 3"x124.24 PanRoof 2x5 smb 3x2x0.45 1x30.45 Wx0.45 i 7' 3x3x0.90 II 3'0 1 3'0 ,,_24" Kicki i plate_ 24" Raised Concrete Slab F 10' Right Side View W O ri E 7 ro C L :3 U W a� VI 2x6xsmb c M U� J 3x3x0.90 X C DD F— o 4 3'0 c � c m o 0 3 w fD c m O N Q U U) 7 @ W In ti Q O U c U- _ Q � c N T M o 3 U ?> ` gv 0 .0 a Scale:1/4=1' E � t Exposure B m "r 0 Velocity 130 •�1