Loading...
HomeMy WebLinkAbout308 Reid Ct (4).tea, fn FORD _JS s� APR 0 2 2018 Building & Fire Prevention Division PERMIT APPLIC4 TIO Application No: I ? l C00_�5 Documented Construction Value: $ Job Address: 308 Reid Court, Sanford, FL 32773 Historic District: Yes❑NoF,V__1, Parcel ID: 10-20-30-501-0000-0580 Residentiat❑✓ CommercialR Type of Work: Newt Addition❑ Alteration Repair❑ Demo❑ Change of Use❑ Move Description of Work: screen room with 3" insulated aluminum walk-on roof with vinyl'windows Plan Review Contact Person: = Title: owner Phone: Name Deborah Dimitry Street: 308 Reid Court Fax- Email: Property Owner Information City, State zip: Sanford, FL 32773 Phone: 407-272-7440 Resident of property? : yes Contractor Information Name Phone: �^'l`l ��I `�C Street Fax: �b7 City, State Zip: � Q \� - 37 � _ State License No.: C Architect/Engineer Information Name: Street: City, St, Zip: Bonding Crmpanv:, Address. Phone: Fax: E-mail: Mortgage Lender: _S Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 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 standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secpred for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61h Edition (2017) Florida Building Code P i, A lication Revised, January 1, 2019 arm PP 1. o� •?J NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 711 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Cig�naturcof0w.n Agent Date Signature of Contractor/Agent Dat. Print Owner/Agent's(Namee ! Print Contracto a e G7 S igrfirture oflrotar5fStatc of Flori a Signature of Notary -State of Florida Date a° aRr Pgje Notary Public State of Florida Tracy Hebner o My Commission GG 107253 p'�a_,oa Expires,06/03/2021 Notary Public State of Florida Owner/Agent is Personally Known to Me or Contract / Diane Va jjl}8Koown o Me or Produced ID Type of ID Produced BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing[] Gas ❑ Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads ,SPA.: APPROVALS: ZONING: - I r6 TILITIES: ENGINEERING: COMMENTS: FIRE: Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: 4r� !�" Z-l& Ok to install 18' x 12' (216 s.f.) screen room as shown on plan. Meets area and dimension regulations for the SR-1 zoning district. Revised: January 1, 2018 Permit Application REQUMED HqSPECTIONSEQUENCE Bpff /%- 16-03 Footer / Setback 'Remwall Foundation / Form Board..*Survey Slab /Mono Slab. Pre our Lintel / Tie Beam / Fill Down Cell Sheathing— Walls- Sheathing— Roof Roof Dry In Frame Insulation Rough In FirewO Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Finar Roof Final Stacco. / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen.Room Final.. Pool Screen Enclosure. Mobile Home Building Final Pre -Demo Final Demo. Final Single Family Residence t Final. Building. (Other) Addiress: -3og, BUn m c Ims2eeflon Descr!2tion Electric. Underground Footer [Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final . . . . . . . . . ..... R. mAn max limspection_DescrAp n Plumbing Underground Plumbing Sewer Plumbing Tub. Set Plumbing Final Mu Max. flon DescA flon PE Mechanical Rough Mechanical. Final min Max Tans 2ecdom. Des-czlt'Il�mm Gas Underground Gas Rough Gas. Final REVISED: June 29114 Ag\ qftj RtDP��c, December 16, 2013 To: All Concerned Parties ALUMINUM ASSOCIATION OF FLU r M. per : io r i ._ ax ( 0 i 1 8 9 4-`vv'vv-a 0r.c-l'g. Via email: midstateconst@belisouth.net Please be advised that Mid State Construction Products, Inc: is allowed Aluminum Construction in Hi to use the c Florida -`VInd Areas published b the Inc. Mid State Construction is also allowed to co Aluminum Associat Permit. The Guide is now on in an electronic and Paper formaes for t purpose Filing of this Guide. There is nc If you have any questi contact ons or concerns, please feel to contact me using the ab me directly using my personal email address wandaclassea.bellsouth net Sincerely, Wanda Classe Executive Administrator I• . F uide to )n of f pulling a Master U or Chuck Hensel - —Eme From: Sent: Aluminum Association of Florida <aafoffice@att.net> To: Friday, July 24, 201S 10:19 AM Subject: midstateconst@bellsc)uth.net FW: AAF - Important Notice About the 2010 Guide to Aluminum Constructi Attachments: Wind Areas on in High Letter_AAF_Guide_2010_Sth_Ed.pdf Aluminum AssociatiQFloridan �f Fl .5 3751 Maguire Boulevard, Suite 260 Orlando, ndo, Florida 3280, (407) 898-828 - WWW.aaof.org • info@aaof.org AAF Code Consultant, Joe Belcher, submitted the attached notice concerning the use of the 2010 Guide to Aluminum Construction in High Wind Areas in regards to the FBC-B, St"Edition (2014). You maV also view this online if you prefer by visiting the AAF website. You may consider having a copy of this available to give to your building department if you are one of those havinga challenge getting permits approved right now. You can also direct them to this page of the AAF website that sr � addresses building departments, i)e ;, calls We welcome any questions you might have. Sunni Simmons Aluminum Association o FFlorida 407,898,8287 www•a_a0f org/ info!2aaof.org MIR CODE.SER�710ES July 15, 2015 To All Concerned Parties: It has come to my attention that some jurisdiction Guide to Aluminum Construction in Highofedition Wind Areas _ 2010 Edition. The `''e c`AF Florida Building Code -Building Edition. it was resubmitted current 10 wind speed tables were ingluded hn the submittal. Buildingmuted for the 5�' Code -Residential. The ion of the changed. Due to time constraints, the the com lian ASCE 7_ the Florida Buildin but the Edition number was not which jurisdictions could oe, accept 010 Edition, but p t tables were not sub '�F posted the tables as a supplement miffed in tables were submitted part of then alternate. The PPiement ASCE 7 wind speed corn by local jurisdictions. The following are fEom'the Fon of gd_B 5e and now Pliant and the FBC-ic 5 Edition (2014 th must be accepted ), Chapter 46 respectively. Edition i2014 pectively. )° Chapter 35 Should there be any questions or you wish to discuss this hesitate to contact me. Email is the preferred method of subject, please do not contact. AA1' Ah asp-im°fF7 -fin- Place, ' of Inc 185 06asdo, FL 32803 ST�dard refrre� nmtbC Titi- i 4F-10 }l� Guide to 9m C oasM ction inIEzRin d nd Areas 2olo ..... . AAF 3165 Snae IES Ddando, F1-� 329o3 ffrabF Talk A-'>F—_'olo Gtltdc to ghni�inn C. ollszrnction M fiiz'e �:md :areas 2010 Sincerely, 9'0�/"� Joseph D. Belcher, President/Owner JDB Code Services, Inc. i P.ef'=Cactt �.. in code %`=tion numbr,I 16-'_.1. 2002.5.1 Rrfctnc...d I in code I P301=.1.1.L R4-03.1=.1.1 , 41 Oak Vxp-ge BOnlevard ♦ HOaloSusa ♦ Florida A 34446 ♦ 352 450-2631 O Faz 513-9Z� i 152 jry'dbcodcser<ites.co-m i ��I�I ��� I�III Il ��I 11 Illl 11 CiR.s11;T HALO r 301/11011 COUNTY (::I...FRI,. OF CJRCU1T COURT & COMPTROLLER e,V '101i Po 1352 (1P:3_; MidSt$te CLERK'S t 20180346S3 C®nstrucfi0$ _.c ORC�EI C+ i!2; Return to: Chuck Hensel rZi.*(:'0 .11,IG F"EES :I fil,illl P.O. Box 951933 REC0UED BY hd; ',:ors _ NOTICE OF COMMMEENCEME Tom' 3Zi9S State of Florida, County of Orange The undersigned hereby gives notice that improvement(s) will be made to certain real rope 713, Florida Statutes, the following information is provided in this Notice of Commencement.�' and in accordance with Chapter 1. Description of property (legal description f the property and street address if available) 2. General descri of improvement(s) lion �6 6 3. Owner information Name_tm(�r\1 Address_ 3t4� Re t Interest in Proe C} Telephone Number 4. Fee Simple Tiittllle Holder (if other than owner shown above) p oL1�n r Name_ aAddress Telephone Number 5. Contractor Name Address on Telephone Number 7Qa-6. b Sure(t1 any) SuretyChuck Hensel Name Telephone Number Address Amount of bond $ 7. Lender .e Name Address Telephone Number 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7, Florida Statutes. Name Address Telephone Number 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(1)(b), Florida Statutes. Name Telephone Number Address 10. Expiration date of notice of commencement (the expiration date is one 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 P NTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE PROVE NTS TOY ERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE COO ENCN G OIN 01 RECORWNYOUR 11' NOTO DBTAIN OFF COMMENCEMENT. WITH YOUR LENDER OR AN ATTORNEY BEFORE 11 n horized Officer/Director/Partner/Manager §713.13[1)[d)) Signatory's Printed NamelTitl /Office The foregoing instrument was acknowledged before me this2�A_day of� by (Typeofauthority, e.g., offic r, trustee, anor 9 fact) Signature of Notary Public — State of Florida Permit Number: Folio/Parcel Identification Number: Prepared by: (name of person) (Name of party on behalf of whom instrument was Print, p type, or slam commissioned name of Notary Public) •��- �: Personally Known OR Produced ID Type of ID Produced ncation puts ant to Sec ' n 92.5 Under penalties of perjury, I dec 9 e of Florida are true to the est of y knowledge and p p I ry' av ryr�i�loregoinq and at the fa CIS Odes Hensel GG 1004541 rC , MY mm� 051 0y2021 I taw e-"atural Per on Signingp� Line 11- +� psres Form Revised: 11/20/07 S_1 — zi ko ZE 'c�'� m IIIMInD POWER OF ATTORI\TEY DATE: I BERnY NAMM AHD APPOWT e , TO BE My Z,A, OF ACT FORME AND APPLY TOI' ATTO Y TN FACT O FORA y PERliGT FORORK TO BE PERFORMED AT � THE LOCATION DESCRIBED AS: M I ti-• .:r O So l CUCoo ADDRESS: 308 c`� I m CONTRACTORS COMPANy : MAD STATE CO3` MUCTION PRODUCTS, 3NC CONMA'CTORS LICENSE -9 : CGCA-14s75 r r • • • r _ o �. �.�/_� SWORN TO AND RUESCRIBED BERORE Mg THIS A3' OF A D_ NOTARY PUBLIC SIGjIATURE: E SPAL NotatY �� Staee of FIorM• { Diane evanek ion FF 162540 `.ram � W2016 MID STATE CONSTR' Windows, Vinyl Siding & N PRODUCTS, INC. tio's & Screen Rooms Certified General Contractor #CGCA14875 P.O. Box 1214 • Wmte_r P PH: (407) 740-0454 • EAX:._ www.midstatecoi midstateconst(P bell -/Jr /tta e?A64 /? /. BUYER'S NAME Wife) ADDRESS Irk, FL 32790 407) 740-6690 istcom ,imet ID\/ 1. CASH PRICE 3-0 ,t $ 2. DEPOSIT ... ............ �`�f:. ............ $ BALANCE....................................................................... $ n 3. DRAW 1........................................................................ $ 10, Sb BALANCE....................................................................... $ 4. DRAW 2....................................................................... $ 5. BALANCE DUE ON COMPLETION ................................. $ Color Roof Type r �I,:) �a —Za — Sol EIC9:)a oS a DATE _ 3 --a 3 t� PHONE 5O 12 —L L.( 4<—) rc-V3 DESCRIPTION OF GOODS & SERVICES CONSTRUCTION INDUSTRIES RECOVERY FUND // i, PAYMENT MAY BE AVAILABLE FROM THE CONSTRUCTION INDUSTRIES RECOVERY FUND IF YOU LOSE MONEY ON A PROJECT PERFORMED UNDER CONTRACT, WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A STATE -LICENSED CONTRACTOR. FOR INFORMATION ABOUT THE RECOVERY FUND AND FILING A CLAIM, CONTACT THE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING ADDRESS: CONSTRUCTION INDUSTRY LICENSING BOARD • 7960 ARLINGTON EXPRESSWAY, SUITE 300 . JACKSONVILLE, FL 32211-7467 I acknowledge that 1 have read and understand this contract to include items listed on the back of this contract and agree to its terms. DATE: /"1 i This contract is subject to approval and acceptance by the Seller. PURCHA R: BY: (AUTHORIZED OFFICER OF THE SELLER) PURCHASER: NAME OF SALESMAN* PLAM-EXAMINER -- DATE 6 --01-3 7-71 ---- - ----- - Chapter 2 - Screen Rooms INTRODUCTION LOADS APPLIED TO THE ROOF PANELS AND ROOF SUPPORT BEAMS DEPEND UPON THE SHAPE OF THE ROOM AND ITS ATTACHMENT TO ADJACENT SOLID WALLS, TYPE I ROOF PANEL AND BEAM SPAN TABLES ARE TYPICAL AND CAN BE APPLIED TO ANY SHAPE (TYPE I IS DEFINED AS "PARTIALLY ENCLOSED WITH A GCpi OF 0.55). TYPE II SPAN TABLES CAN BE APPLIED IF, AND ONLY IF THE ROOM IS EITHER FREE-STANDING (NOT ATTACHED TO A HOST); OR, IS ATTACHED ON ONE SIDE ONLY AND THE LENGTH OF THE ROOM DOES NOT EXCEED THE TABLULAR VALUE IN TABLE 200 BELOW. TYPE II IS DEFINED BY THE FBC AS "ENCLOSED" WITH A GCpi OF 0.18) AND REMAINING COMPONENTS WERE DESIGNED WITH PRESSURES IN TABLE 2002.4, FBC. c 0 U U Q) 0 L a 1Length ROOM EXAMPLE SHAPE 1 (BOUNDED ON MORE THAN ONE SIDE BY HOST, MAY NOT BE TYPE II) c 0 ai SCREEN a ROOM Length ROOM EXAMPLE SHAPE 2 (BOUNDED ON ONE SIDE BY HOST, MAY BE TYPE II) nUw w use tnis table: Find projection (in feet) and Mean Roof Height of cover under consideration. Rooms with lengths less than tabular value should be evaluated 'as 'Type II'; when the length of the room equals or exceeds the tabluar value evaluate structure as 'Type 1'. AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 ©COPYRIGHT 2014 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF THE ALUMINUM ASSOCIATION OF FLORIDA REFER TO BOTH ROOF PANEL FASTENING AND EDGE BEAM CONNECTION DETAILS ROOF J OVERHANG < (2'-6" MAX.) z C4 L a F- w ❑I I (C-,)--\ ROOF PANEL SPAN (FOR FASCIA ATTACHMENT) ROOF PANELS PER TABLE 201 SLOPE C6 HOUSE ROOF (OVERHANG, EDGE BEAM TI y I I ROOF PANEL (REFER TO TABLE 202) CONNECTION (SEE I. 2X2 HOLLOW (�f�'PICAL_ I I DETAILS) I / SIDE WALL F� ADER) I I LLI ROOF PANEL CL bR SPAN (WALL ATTACHMENT) I Z / a REFER TO TABLE 203 I I I z : / CD FOR POST DESIGN I I C5 I j N, II I V) CHAIR RAIL OR KICKPLATE RAIL I I I I I x i- � ------- J I i w N -, - - - - - - CD 0 CD 36" DOO I I 2 CD FOUNDATION I (LOCATION z� /—"F" DETAILS II INCIDENTAL II C7 C3 I o I t- TO-DESrGIVJ- J I N ---------------{ I r- II------------ --— — — — — — — — — — — — — — — — — — — — — — —J TYPICAL (SHED TYP FOR ALLOWABLE SPANS, REFER TO: TABLE 201 FOR ROOF PANEL SPANS TABLE 202 FOR EDGE BEAMS TABLE 203 FOR POST SPANS TABLE 204 FOR GIRT SPANS SCREEN ROOM SECTION / SIDE VIEW NOTES: 1) ROOF MAY BE CONNECTED TO WALL OR FASICA PER DETAILS 2) MINIMUM ROOF SLOPE (FALL) 1/2" IN 12" FOR INDUSTRY STANDARD 3" RISER PANELS AND 1/4" IN 12" FOR COMPOSITE PANELS 3) ALLOWABLE AVERAGE HEIGHT OF ROOM 7' - 0" (MIN.) Chapter 2 - Screen Rooms nb MAX, HOST STRUCTURE i 3" RISER OR COMPOSITE ROOF PANELS J J LL Q E E B M PA / P JSPICINIG 150:larmim= EDGE BEAM SPAN & POST SPACING 30% REFER TO TABLES MAX, PLAN VIEW - SCREEN ROOM (SHED TYPE) NOTES: FOR ALLOWABLE SPANS, REFER TO: L ARE SECONDARY TABLE 201 FOR ROOF PANEL SPANS 1) WALL MEMBERS (GIR S) SELKICKPLATE RAIL AND CHAIR ECTT FROM TABLE 04 TABLE 202 FOR EDGE BEAMS BY WIND ZONE TABLE 203 FOR POST SPANS 2) MAXIMUM EDGE BEAM CANTILEVER IS 30% OF TABLE 204 FOR GIRT SPANS ALLOWABLE SPAN FOR SELECTED EDGE BEAM 3) MAXIMUM ROOF PANEL CANTILEVER IS 2'- 6" F3" RISER OR COMPOSITE PANEL ROOF =o w W w Z EDGE BEAM = J m Q N J 0 z CHAIR RAIL 0 SEE CABLE D L w L n ui m w KICKPLATE RAIL 0 v FRONT ELEVATION - SCREEN ROOM (SHED TYPE) BRACING SEE FOOTING TABLE Q 0 0 J w W O z o O Lu a N < U') J J COU O Q ¢ 0 a g F- 00 z W W w J Q W 4<1-0-5 Z O N Lu a z w Lu F- z O w J O 2 _Z O w U M 0 O d w w m O F- F- O z v 0 N H r 0 U AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 Page 2 - 2 Chapter 2 - Screen Rooms Fastening Details/Carrier Beam Foundation Connections Table 212 Particulars Carrier Beam Load Desi nations Minimum Post Size a b c d e ConnectingAn les: N 2x6 SMB 2x7SMB Thickness U = U v @ a� 3/8" 112" Q m Concrete AnchorsLen h 3 4 1/2 cn c Diameter 3/8" 1/2" N Embedment ¢ ¢ 2 3�a 3" �, m w S -Spacing ("Dist") Connection Ca aci (#) 1 000 4" 5" 2000 2850 4050 USE LARGER OF MINIMUM PERI Y TABLE ABOVE AND TABLE 203-` SCREEN (OR KICKPLATE) 2"X 3"ANGLE EACH SIDE (LENGTH & ANGL LENGTH (PER TABLE) THICKNESS PER TABLE) - BOLT TO POST W/ 3 EACH 1/2"0 OR 4 EACH 3/8"0 BOLTS FOR ALL ELEMENTS OF 'A' REFER TO DETAILS Cl / C2 CONCRETE ANCHORS PER TABLE ABOVE ° ° ° 0 w ° ° 2" MINIMUM �cw O U U O N z z w w 'Dist' 3" O O COLUMN / FOUNDATION FASTENINGS FOR BEAM SUPPORT POSTS NOTES: 1) THIS DETAIL TO BE USED FOR INTERMEDIATE BEAMS AND/OR CARRIER BEAMS IN SCREEN ROOMS, 2) MINIMIM COLUMN FOR THIS CONNECTION BY TABLE ABOVE. 3) COLUMN SIZE TO BE DETERMINED BY TABLE 203 BY WIND ZONE 4) FASTENING AT 1X2 (MARK 'A') REFER TO DETAIL C1 OR C2. AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 Paae 2 - 12 Chapter 2 - Screen Rooms 1" X 2" OB @ PERIMETER NOTE #1 : USE '/4"0 X 3" LONG LAG SCREWS INTO WOOD HOST AND 1/4"0 X 2'/4" LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION (1" EMBEDMENT TYPICAL) SPACING 24" O.C. AND WITHIN 6" OF EACH.PERPENDICULAR MEMBER 1" X 1" X 1/16" ANGLES 2" LONG WITH 2-#8 X 1/2" LONG S.M.S. AT EACH LEG TYPICAL EACH SIDE, TOP & BOTTOM) I 1" X 2" OB @ PERIMETER REFER TO NOTE #1 - THIS SHEET 2- # 10 S.M.S. FROM INSIDE FACE OF 1 X 2 OB INTO SCREW SPLINES OF 1 X 2 OB (1" EMBEDMENT MINIMUM.) REFER TO NOTE #1 - THIS SHEET PARTIAL ELEVATIONS / 1" X 2" TO 1" X 2" CONNECTIONS AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 Chapter 2 - Screen Rooms 1 X 2 OB @ PERIMETER FASTEN PER NOTE #1 2" X 2" HOLLOW HORIZONTAL (GIRT) 1" X 1" X 1/8" ANGLES (LENGTH OF GIRT DEPTH LESS 1/2") WITH 2- #8 X 1/2" LONG S.M.S. AT EACH LEG. (TYPICAL TOP & BOTTOM) CONNECTION W/ EXPOSED FASTENERS 1 X 2 OB @ PERIMETER FASTEN PER NOTE #1 GIRT (DETERMINED BY TABLE) 1 X 2 OB @ PERIMETER j FASTEN PER NOTE #1 1" X 2-1/4" X 1/8" RECEIVING CHANNEL POST / COLUMN NOTE #1 : USE 1/4"0 X 3" LONG LAG SCREWS INTO WOOD HOST AND '/4" 0 X 2 Y4" LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION 0" EMBEDMENT TYPICAL) SPACING 24" O.C. AND WITHIN 6" OF EACH PERPENDICULAR MEMBER 2- # 10 S.M.S. FROM INSIDE FACE OF 1 X 2 OB INTO SCREW SPLINES OF HOLLOW GIRT (1" EMBEDMENT MINIMUM.) CONNECTION W/ CONCEALED FASTENERS PARTIAL ELEVATIONS / 2 X 2 GIRT TO 1 X 2 CONNECTTnNS a 0 0 w O z O a U O V) ui Z a 0 z O V) U) Lu a z w F- I- w 2 I- 0 x Q a z O w 0 x z 0 w U 0 0 a w w m O F- 0 z 0 N x 0 a O U AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 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 & BOTI CHANNEL ALTERNATE J 1" X 2-1%4" X 1/8" RECEIVING CHANNEL POST / 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 PARTIAL ELEVATIONS / GIRT TO POST CONNECTIONS AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 Chapter 2 - Screen Rooms ROOF PANELS (SELECT PER TABLE 201) ­77­77=�;777777 7 =777777 (4)-#10 X 4" 2" X 2" X.046" S.M.S. INTO CONTINUOUS SCREW BOSSES HOLLOW POST HOLLOW POSTS W/ 2" X 2" HEADER ROOF PANELS (SELECT �PER TABLE 201)--------- `i F (4)-# 10 X 4" 2" X 2" X.046" VS.M.S. INTO SCREW BOSSES SELF -MATING POST 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 (2014 Edition) 2.0 6 2" X 2" X 0.045" SCREW SPLINE: ROOF PANELS (SELECT PER TABLE 201) SECTION ROOF PANELS (SELECT - — — — — — — PER TABLE 201) � --7—T-- T=r- — �_=�=�=7=� (4)-#10 X 4" S.M.S. INTO SCREW BOSSES 2"X3"OR211X4" HOLLOW POST (SCREEN FACE) ELEVATION EDGE BEAM FASTENING DETAILS - 2" X 2" W/ HOLLOW POST (2" X 2" HEADER DETAIL #1) c-� n) CD N V) CD CD ZJ 0 O E to ©COPYRIGHT 2014 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF THE ALUMINUM ASSOCIATION OF FLORIDA