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395 Buoy Ln screened enclosure permit J S� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 ACCESSORY - SINGLE OR TWO FAMILY ACCESSORY MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: ACC17-0059 Description: ATTACHED SCREEN ROOM - REMOVAL OF OLD Estimated Value: 8500 Issue Date: 11/14/2017 Expiration Date: 5/13/2018 PROPERTY ADDRESS: Address: 395 BUOY LN RE Number: 170703 0398 PROPERTY OWNER: Name: LARSEN HANS J Address: 395 BUOY LN ATLANTIC BEACH, FL 32233 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: MARTIN HOME EXTERIORS Address: 5749 HAVEN RD QA KENNETH BRIAN MARTIN JACKSONVILLE, FL 32216 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. r1�L1,Jer City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road -7 �- ,� �� Atlantic Beach, Florida 32233-5445 ���� / - ODEA Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Cj S ()oy Lti Department review required Ye No Applicant: P� 1,_� 1-4(_) _3('VA �_ C—k �"E2(G2_ Planning &Zoning Tree Administrator Project: 6th fvtl u lic Works ublic Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. []Denied. ❑Not applicable (Circle one.) Comments: BUILDI G /►��r 6 PLANNING &ZONING Reviewed by: Date://' ? ,;C)/7 TREE ADMIN. Second Review: ❑Approved as revised. []Deni []Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ri�L�r�J. City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road 7 Atlantic Beach, Florida 32233-5445 —/ Uw� Phone(904)247-5826 • Fax(904)247-5845 J3 gr E-mail: building-dept@coab.us L Date routed: l City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Cj �� (,)(`��f L �; Department review required Yes No uildin Applicant: '.o 1AC:M C CX rEK(02 Planning &Zoning Tree Administrator Project: C ;Z �6Q ty, u lic Works ublic Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection V Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: proved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING( Reviewed Date: l —01 — 17 TREE ADMIN. Second Review: [—]Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. []Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 I�a,y;yJCity of Atlantic Beach APPLICATION NUMBER �s r � Building Department (To be assigned by the Building Department.) s) 800 Seminole Road �� Atlantic Beach, Florida 32233-5445�1 , i 2U1 Ce 17 - UDS9 Phone(904)247-5826 • Fax(904)247 5849 17 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: :�c-) csLi c��j L ti Department review required Yes No Buildin Applicant: 14QM C-_ -k IC_ P_ V Planning &Zoning Tree A mrnistrator Project: C;Z(��C—_r---S Roo tv"� u lic Works ublic Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. [-]Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) j 800 Seminole Road V�l Atlantic each, Florida 32233-5445 AO-0-17 -. D59 Phone(904)247-5826 • Fax(904)247-5845 $ i 2017 E-mail: building-dept@coab.us Date routed: W17 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �� O(�`f �, ti Department review required Yes No /Building _ Applicant: r2:"l L� 1--(C rY1 f_ Ck I E 2(© Planning &Zoning` Tree A ministrator u lic Works' Project: _ ��;�EC� Roo /'��, � — ...:.� ublic Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. ❑Denied. PNot applicable (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by '✓ Date: A[(7 (� TREE ADMIN. Second Review: ❑Approved as revised. [:]Denied. [:]Not applicable P WORKS Comments: UBLIC UTILITIES //- z-/-7 PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 - '• Building Permit Application OFFICE COPY ' 4 n City of Atlantic Beach 800 Seminole Road,Atlantic Beach, FL 32233 Phone: (904) 247-5826 Fax: (904) 247-5845 Job Address: ,��S RON LA Ivy ro Permit Number: Legal Description -31;. b4 ��,a S,'��j�S �, RE# l 10'Vb 3 '-0:311Fj Valuation of Work(Replacement Cos $ Heated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one): New clition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial Residential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A) • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: P'e"Uv& etc;,54-Ini Florida Product Approval# for multiple products use product approval form Property Owner Information Name: I IU IQSEAddress: ?q S g U�y LAN City I State_VE_(G Zip X2-23 3 Phone 03 ,Cl G� , E-Mail _A-NSy L (11) r0MIVt�T -- Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Informattii�onn Name of Company: ���z-r1�t-1N .I o(Y11�, fixTLT11042q Qualifying Agent:_i=G'N (Yi fijp"T!all Address �_ [ I Cit �CKSD/�U,t t Office Phone A01,1 - �� �� y-� State (r� Zip '3 --.X-I 11 Job Site/Contact Number State Certification/Registration# C KC 091030 E-Mail_ Architect Name& Phone# .1 q Engineer's Name& Phone# N Workers Compensation 16h 1, f�l r) Exempt/Insurer/Lease Employees/Expiration Date 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 the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH OUR LENDER OR AN ATTORNEY BEFORE RECO ING Y NOTICE OF COMM CEMENT. (Signature of Owner or Agent including Contractor) (Signature of Contractor) Signed and sworn to(or affirmed)before me thisZL day of Signed and sworn to(or affirmed)before me this�day of �;�' 201 by S s� 1 (2 CA— by 14 .1 (Signature of Notary) (Signature of Notary) `,tlY P� ;,• EDWARD L.RHODES •o: NotaryPublic-StateofFlorida VP,„ t>a EDWARD L.RHODES [ )PersonallyKnownOJR CommissiongGG133756 r�.�;� NotaryPublic-StateofFlorida [ Personal) Known OR [ �' My Comm.Expires Aug 13,2021 Y }Produced Identifica ' Commission gGG133756 Type of Identification: '' Bonded mrougnNaGooalNotaryAssn. [ ]Produced Identificatio : )• oma: My Comm.Expires Aug 13,2021 a� Type of Identification: Borded trrcucr N2tlenz Notary Assn. • LOT 22 LOT 21 I I BLOCK 4 BLOCK 4 N 83'14'00" E L_53.23' (PLAT) — N 83'20 39' E 53.41 MEASURED 9' D• — y 20' EASEMENT FOR DRAINAGE, 0.9' UTILITIES&SEWERS — LOT 7 r y !I BLOCK 27 I I �1n \ �J (P Uj 1 I �C � ��`r' LOT 17 N Q�Q I j i ll yn�d's�Jc� BLOCK 4 O as zo co N I I V5 n J Y •a y� a QO �r I � QK '_ I I oVs w <�- wo`'S I 290 /1�4 t N cr_ �w F .01 3 w . TRANSFORMER ON iI I �. 79.:•': '!� s. 4 CONCRETE PAD 0 IC)LOT 8 I06 BLOCK 27 �°o I <uvo ` gsGpR O A/c 2 LB 7ze1 �( pp�J O I� I PAD O Of Z ZI —I5.0• O.O-I 2g m U o O^o �� ��1 IN J h� o e h ' 20'EASEMENT FOR/ lO DRAINAGE, UT1uTIES& SEWERS h 69 L SA "' 0• � S 83-2433" W RLS 11,15 BUOY LANE LOT 9 I (VARIABLE WIDTH RIGHT OF WAY) BLOCK 27 74.47' (MEASURED _ S 83'14'00" w 74.99' (PLAT) LOT 15 I BLOCK 4 LEGEND: O SET 1/2-REBAR STAMPED PSM#5146 PC = POINT OF CURVATURE - FOUND 1/2�!RON PIPE PT - POINT OF TANGENCY NO IDE NTIFlCATION PRC = POINT OF REVERSE (UNLESS OTHERWISE NOILD) CURVATURE ■= 4*x4'CONCRETE MONUMENT PCC = PONT OF COMPOUND O = CONCRETE CURVATURE A/C = AIR CONDITIONER —X— = FENCE Ray Thompson REVISIONS SURVEYING, InC- — DATE DESCRIPTION Going the DISTANCE for You 1825 University Boulevard West k REAL ESTATE LA%V Jacksonville,Florida 32217 Mal I (Phone)904-448.5125 (Fax) 904-448-5178 JOB # 26416______T_ DATE OF FIELD SURVEY: 4-9-2015 SCALE: 1" = 30' CERTIFICATE J. T NOTES: S 350405=�__ I HEREBY CERTIFY THAT THI IWAG4 NDER MY RESPONSIBLE CHARGE 1: BEARINGS ARE BASED ON THE PLAT BEARING OF ---- - AND MFRS THE STANDAR RACTICE A§9 ORTH BY THE FLORIDA ALONG THE NORTHEASTERLY BOUNDARY LINE OF SUBJECT PARCEL. BOARD OF PROFESSION RVEYOP*6N%MAPP I CHAPTER 5J-17, FLORIDA 2: B7 GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS UE WITHIN FLOOD ZONE ADMINISTRATIVE ANT TO SECTION 4723,0 . LORIDA STATUTES. X AS SHOWN ON THE NATIONAL FLOOD INSURANCE MAP, DATED: JUNE 3, 2013, COMMUNITY NUMBER: 120075 PANEL DIDB H t �, o T K GI IGVGY Rccl cr.Tc Al I FACFMFNTS &RIGHT OF WAY AS PER RECORDED OFFICE COPY HOMEOWNER SUNROOM ENCLOSURE AFFIDAVIT The purpose of this document is to make you aware of any limitations in the enclosure that is being permitted at your residence. The table below,Sunroom and Screen Enclosure Requirements provides a brief description of the various sunroom category requirements. There may be restrictions on the use of your present home depending on the category of sunroom you are installing. The property owner is hereby notified that should they make changes to the sunroom which could include,but not be limited to,addition of any form of temperature control system or removal of the doors/windows separating the sunroom from the host structure,the room may become non-compliant with the requirements as mandated by the Florida Building Code,the Florida Model Energy Code and State Statutes. The Florida Building Code-Residential defines the following Sunroom Categories: Category I:A thermally isolated sunroom with walls that are either open or enclosed with insect screening or 0.5 mm(20 mil) maximum thickness plastic film.The space is defined as a nonhabitable,nonconditioned sunroom. Note: A Screen Enclosure by the FBC-R definition can only meet Category 1. Category II:A thermally isolated sunroom with enclosed walls.The openings are permitted to be enclosed with translucent or transparent plastic or glass.The space is defined as a nonhabitable, nonconditioned sunroom. Category III:A thermally isolated sunroom with enclosed walls.The openings are permitted to be enclosed with translucent or transparent plastic or glass.The sunroom fenestration complies with additional requirements for air infiltration resistance and water penetration resistance.The space is defined as a nonhabitable,nonconditioned sunroom. Category IV:A thermally isolated sunroom with enclosed walls.The sunroom is designed to be heated and/or cooled by a separate temperature control or system and is thermally isolated from the primary structure.The sunroom fenestration complies with additional requirements for air infiltration resistance,water penetration resistance,and thermal performance.The space is defined as a nonhabitable and conditioned sunroom. Category V:A sunroom with enclosed walls.The sunroom is designed to be heated and/or cooled and is open to the main structure. The sunroom fenestration complies with additional requirements for air infiltration resistance,water penetration resistance,and thermal performance.The space is defined as a habitable and conditioned sunroom. OWNER I have read this complete form and understand I am receiving a Categor�o__ Sunroom.(I-V) Printed Name ,g 1 N c je� 7 �' Address 301 �� CA-1.T V Z�' �p Q Signed: Date: 0x �!L7 �ro Before me this Co day of /2 C,� 2U1 in the County of Duval,State of Florida,has personally appeared 2 U rC herein by himself/herse adf� 1 statements and declarations herein are hue and accurate. u E Notary Public at Large,State of IZ �- County of P/✓ �"'' Z Personally Known❑or Produced Identification ID Type =u Sunroom and Screen Enclosure Requirements '•:°a'•'.r Category 1 II 111 IV Habitable Space No No No NO Yes Foundation Walls<200plf can Walls<200plf can Walls<200plf can have Walls<200plf can have Walls<200plf can have have 12"Wx12"D ftg have 12"Wx12"D ftg 12"Wx12"D fig or 3-1/2" 12"Wx12"D ftg 12"Wx12"D ftg or 3-1/2"slab if no or 3-1/2"slab if no slab if no concentrated concentrated load concentrated load load>750lb >7501b >7501b Existing exterior Relocate to exterior if Relocate to exterior Relocate to exterior if Relocate to exterior if Relocate to exterior if GFI Breaker enclosed if enclosed enclosed enclosed enclosed Exit Lighting Not Required Required Required Required Required Interior Electric Not Required Not Required Not Required Required Required Outlets Emergency Egress from exist. Egress and Exit Egress and Exit must Egress and Exit must Egress and Exit must Escape Openings structure allowed if must meet code. meet code. meet code. meet code. open to atmosphere and has screen door leading away from residence. Misc.Window Walls are open or Walls are enclosed Walls are enclosed Fenestration must Fenestration must and Door enclosed with with translucent or with translucent or comply with air comply with air Requirements screen or maximum transparent plastic transparent plastic or infiltration resistance, infiltration resistance, 5mm thick plastic or plass. Windows glass. Air infiltration water penetration water penetration film. Host structure must be resistance and water resistance,thermal resistance,thermal windows/doors shall removable. Host penetration performance and performance and not be removed. structure requirements apply. structural design structural design windows/doors shall Plastic windows must pressure pressure requirements. not be removed. be removable.Host requirements.Host Host structure windows& structure windows and structure windows& doors may be removed. doors shall not be doors shall not be removed. removed. Energy Sheets Not Required Not Required Not Required Required OFFICE COPY AFFIDAVIT FOR ATTACHING A NEW STRUCTURE TO AN EXISTING STRUCTURE TO: Building Inspection Division,City of Jacksonville,214 North Hogan Street Home Owner: " �N C� L"S M Name 3Q1Is- 9U d 1_ " C� Street Address City. State and Zip Code Contractor: Martin//Home Exteriors, Inc Permit Number ` l-7 ov S / As the Contractor for the proposed new structure located at the above address,I have personally viewed with the above named home owner those portions of the existing structure on which portions of the proposed new structure are to be attached for structural support.I am confident that the drawings and details included with this permit application depict the existing conditions of the host structure,and the members of the existing structure upon which the new structure are to be attached are sound with no rot or deterioration The home owner has been advised by me that,in my best judgment based on experience and knowledge of structural adequacy,the members of the existing structure upon which the new structure are to be attached are sound with no rot or deterioration and will support all structural loads and forces imposed on them. By signing below, I hereby declare that I will hold the City of Jacksonville harmless and release it from any responsibility and liability for any adverse consequences or failures resulting from this work,and further that I will not initiate,execute or enjoin any legal action against the City of Jacksonville for such consequences or failures. A copy of this document will be recorded as an official record with the Building Inspection Division permit history so that any and all future buyers/owners of this property may be made aware of the status of work erformedon this structure. Signed Date Before me this_ Z.� day of In the County of Duval, State of Florida,has personally appeared e ' �^�- herein by himself/herself 4���� Affirms all statements and ddeecicl fat' ss herein are true and accurate. rl Notary Public at Large, State of ,County of Personally Known or Produced Identification ID Type �° OFF tCE C�pY Existing Slab Affidavit Re:Address ;L�3 1 have read sections R506.2.3 and R704 below of the Florida Building Code—Residential,(the Code)and understand that by my using my existing slab t may not comply completely with the Code. I further understand the possibility of future problems such as,but not limited to,drainage, moisture penetration through the slab causing buckling or blistering oft "ng,and the potential damage from termites if the new or g slab any ability to notice lite infestation. EDWARD L.RHODES Notary Public-State of Florida Commission#GG 133156 (Signature of property owner) 9 �� '. My Comm.ExpiresAug13,2021 Bonded through Nafival Notary Assn. Before me this Z to day of OU� 2 In the County of Duval, State of Florida,has personally appeared Herein by himself/herselt and atfirms all statements and declarations herein are true and accurate. �(1 Notary Public at Large, State of Count) of s�r,✓ Personal y known or Produced Identification ID Type 8506.2.3 Vapor retarder. A 6 mil(0.006 inch; 152 mm)polyethylene or approved vapor retarder with joints lapped not less than 6 inches(152 mm)shall be placed between the concrete floor slab and the base course or the prepared sub grade where no base course exists. Exception: The vapor retarder may he omitted: 1. From garages,utility buildings and other unheated accessory structures. 2. From driveways,walks,patios and other flatwork not likely to be enclosed and heated at a later date. 3. Where approved by the building official,based on local site conditions. R704 INSPECTION FOR TERN11TES In order to provide for inspection for termite infestation,clearance between exterior wall coverings and final earth grade on the exterior of a building shall not be less than 6 inches(152 m m). Exceptions: 1. Paint or decorative cementitious finish less than 5/8 inch (17.1 mm) thick adhered directl" to the masonry foundation sidewall. 2. Access or vehicle ramps which rise to the interior finish floor elevation for the width of such ramps only. 3. A 4-inch(102 mm)inspection space above patio and garage slabs and entry areas. 4. If the patio has been soil treated for termites,the finish elevation may match the building interior finish floor elevations on masonry construction only. S. Masonry venters. City of Jacksonville- Planning and Development Building Inspection Division Permit Number:V eea- PRODUCT APPROVAL INFORMATION SH'6�{Pl S opy (revised July 30,2015) v Project Name: L,4p CN 3�7 S Cg.ci(;�,M Project Address: F,UQq L—IN , A-r VA N-i ) C A-0 , / 3aa33 r Contractor: Martin Home Exteriors As required by Florida Statute 553.842 and Florida Administrative Code 96-72, please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above.You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Code Version FL# (include suffix) Expiration EXAMPLE ACME 36" Exterior Widget 2014 12345.01 12/31/2017 A. Exterior Doors 1. Swinging 2.Sliding 3.Sectional 4. Roll-up 5.Automatic 6. Other B.Windows 1. Single Hung 2. Horizontal Slider 3. Casement 4. Double Hung 5. Fixed 6.Awning 7. Pass-through 8. Projected 9. Mullion 10.Wind Breaker 11. Dual Action 12.Other E.Shutters 1.Accordion ON4 In 31 2. Bahama 3. Storm Panels 4. Colonial 5. Roll-up 6. Equipment 7. Other F.Structural Components 1.Wood Connector/Anchor 2.Truss plates 3. Engineered Lumber 4. Railing 5. Coolers/Freezers 6. Concrete Admixtures 7. Material 8. Insulation Forms 9. Plastics 10. Deck-roof 11.Wall 12.Sheds 13. Other G.Skylights 1.Skylight 2. Other H.New Exterior Envelope Products 1. 2. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, it is the Contractor's or Authorized Agent's responsibility to have a legible copy of each manufacturer's printed instructions, along with the list above, on the job site available to the inspector. Larsen, Sabine Component Selection References: 395 Buoy Lane Roof Panels:3"Elite Brand.024 skins& 1#EPS core Edge Beam:Table 202b Atlantic Beach, FL 32233 Uprights:Table 203b Exposure B, 130 wind zone Martin Home Exteriors 5749 Haven Road Jacksonville FL 32216 CRC057030 2x4 hollow Edge Beam Design selections Wall framing-white 90" Gutter- E -white Kickplate-yes screen- 18/14 Longitude Elevation NTS 3068 ' Door 17 All uprights y 2x4 SMS 0 x 10' Left side Elevation NTS " A�r 10' Right side Elevation NTS I Host Structure 10 1 10' I Room Projection 8 Load roof Width span 5.5 I� 20' Plan View NTS LOT 22 LOT 21 BLOCK 4 BLOCK 4 N 83'14'00" E N3.23' (PLAT) — 39 E 53.41 MEASURED 9' I 0' - .7' 20' EASEMENT FOR DRAINAGE, 0.9' UTIUTIES&SEWERS - LOT 7 y >> J BLOCK 27 I I I BVI \ a W I I W �+ SLA 3,- _ l CGv \ �cS' LOT 17 yr�crs�Jt" BLOCK 4 z �7 J 0.9' � : �10 <o <MWI D_F I I OW X90 I ~� ME � I vWiF 1•0' -, TRANSFORMER ON OO 1 ^ �D) �.9' •..iy �s-y_ ` CONCRETE PAD B LOT 8 BLOCK 27 t C:) A/0 0� LB 7251 OIC I PAD O BOJ 1.9 OO= CbCV 14> �0'O- 20'EASEMENT FORD N � �� C� Op 1-• DRAINAGE, UTIUTIES&SEWERS i S 83-2433" W RLS 3145 BUOY LANE LOT 9 (VARIABLE WIDTH RIGHT OF WAY) BLOCK 27 I 74.47' (MEASURED) — S 83'14'00" W 74.99' (PLAT) I LOT 15 BLOCK 4 MM�NI�`I DEVE� 1� CO Pg®V E. AP LEGEND: 0 SET 1/2"REBAR PC = PONT OF CURVATURE STAMPED PSM#5145 - FOUND 1/2"!RON PIPE PT - POINT OF TANGENCY NO IDENTIFICATION PIC = POINT OF REVERSE (UNLESS OTHERWISE NOTED) CURVATURE N. 4•x4"CONCRETE MONUMENT PCC = PONT OF COMPOUND A/C = AIR CONDITIONER O CURVATURE —x— - FENCE = CONCRETE Ray Thompson REVISIONS SURVEYING, InC_ _—_ DATE DESCRIPTION Going the DISTANCE for You 1825 University Boulevard West REAL ESTATE LA,Y Jacksonville,Florida 32217 (Phone)904-448-5125 (Fax) 904-448-5178 JOB # 26416 DATE OF FIELD SURVEY: 4-9-2015 SCALE: 1" = 30' CERTIFICATE J. NOTES: 161A64Ty NDER MY RESPONSIBLE CHARGE 1: BEARINGS ARE BASED ON THE PLAT BEARING OF -- 304'Q5" --- I HEREBY CERTIFY THAT HI ALONG THE NORTHEASTERLY BOUNDARY UNE OF SUBJECT PARCEL AND MEETS THE STANDAR RACTCE A� ORTH BY THE FLORIDA 2: BY GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS UE WITHIN FLOOD ZONE BOARD OF PROFESSION ION VEYORS.AN(b MAPP CHAPTER SJ-17, FLORIDA X AS SHOWN ON THE NATIONAL FLOOD INSURANCE MAP. ADMINISTRATIVE C ANT TO SECTON 472'<0 LORIDA STATUTES. DATED: JUNE 3, 2013, COMMUNITY NUMBER: 120075 PANEL 0408 H . :• T K a IavcY 2Fcl crTc Al I FACFMFNTS & RIGHT OF WAY AS PER RECORDED ©COPYRIGHT 2010 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF THE ALUMINUM ASSOCIATION OF FLORIDA "o d to m r, ROOF PANEL SPAN (FOR FASCIA ATTACHMENT) HOUSE ROOF OVERHANG 000 �r REFER TO BOTH ROOF PANEL ROOF PANELS PER D FASTENING AND EDGE BEAM TABLE 201 T CONNECTION DETAILS SLOPE C6 C) C w 0 m ---�------ -Tl- - p - EDGE BEAM ---- I I - ROOF PANEL D 1 (REFER TO TABLE 202) ___ _= CONNECTION(SEE 3 FROOF 2X2 HOLLOW( 1'PICAL DETAILS) I / Z a GANG i SIDE WALL f1��ADER) I I � � n II 3 � MAX.) i ROOF PANEL C R SPAN (WALL Al)jACHMENT) 1 � O ( CJ ro z � REFER TO TABLE 203Ln Z / -• 16 N m C4 FOR POST DESIGN — � (I C5 C a CHAIR RAIL OR KICKPLATE RAIL] N 22 I 36" DOO I I = Z = I (LOCATION Cl FOUNDATION I I Z IF"DETAILS i t INCIDENTAL 11 C7 C3 -- 1 � " i r Td"DE5TGftlr ------------ w o �- ------------------------------------J TYPICAL (SHED TYPE) SCREEN ROOM SECTION / SIDE VIEW N NOTES: FOR ALLOWABLE SPANS, REFER TO: 1)ROOF MAY BE CONNECTED TO WALL OR FASICA PER DETAILS n TABLE 201 FOR ROOF PANEL SPANS 2)MINIMUM ROOF SLOPE (FALL) 1/2" IN 12" FOR INDUSTRY STANDARD o 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.) N TABLE 204 FOR GIRT SPANS 0 Chapter 2 - Screen Rooms j // /AH/OS;STRUCrURE /�/'�/// /// LL '77 0 z 3" RISER OR COMPOSITE ROOF PANELS Lu II '0 u- lz EUP � P MG W,Sp4a _WE BE�M SP / tp fV 0 Lw 3011/o EDGE BEAM SPAN &POST SPACING 30% MAX. REFER TO TABLES MAX. PLAN VIEW - SCREEN ROOM (SHED TYPE) cj NOTES: FOR ALLOWABLE SPANS,REFER TO: 1)KICKPLATE RAIL AND CHAIR RAIL ARE SECONDARY TABLE 20' FOR ROOF PANEL SPANS WALL MEMBERS(GIRTS),SELECT FROM TABU 204 TABLE 202 FOR EDGE BEAMS By MIND 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" 0 RISER OR COMPOSITE PANEL ROOF iu......................... LEDGE BEAM -CABLE BRACING Lu, wLL. F CHAIR RAIL SEE CABLE Q. IL m KIO(PLATE RAIL SEE FOOTING TABLE ----------_---- - --------- FRONT ELEVATION - SCREEN ROOM (SHED TYPE) AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Page 2 - 2 Chapter 2 - Screen Rooms - Exposure B d r� ALLOWABLE SPANS for Primary Members In Screen Wallis(Posts/Columns) Table 203a LL Wind Zone= 110 MPH Design Pressure: 8.8 PSF Exposure 8 LL FOR Screen Mesh; 18/14 Mean Roof Height Less Than or Equal to 30 ft z Alloy:600ST516061T6 Load Widths or Spacing O Post J Column 4'-0" 4'-6" F-0" 5'6" 6'-0" 6-6" 7-0" 7'-6" 8'-0" < 2"X 2"X 0.046"X 0.046"Hollow T-7(1) 7-2"(1) 6-9"(1) 6'-6"(1) 6'-2"(1) F-11"(1) 5'-9"(1) 5'-7"(1) T-4"(1) 0 2'X 3"X 0,05"X 0.05"Hollow 11-1"(1) 10'-6"(i) 9'-11"(1) 9'-6"(1) 9'-1"(1) 8'-8"(1) 8'-5"(1) 8'-1-(1) T-10"(1) 2"X 3"X 0.05"X 0.05"Snap 11' 11"{i) il'3"(1) 10'8"(1) 10'2"(i) 9'-9"(1) 9'-4"(1) 9'-0"(1) 8'-8"(1) 8'-5"(1) 2"X 4"X 0,050"X 0.050"Hollow 12'-10"(1) 12'-1"(1) 11'-6"(1) 10' it"{i) 10'-6"(1) 10-1"(1) 9'-9"(1) 9'-5"(1) 9'-1"(1) 2"X 4"X 0.05"X 0.05"Snap 14'-3"(1) 13'-5"(1) 12'-9"(1) 12'-2"(1) 11'-7"(1) 11'-2"(1) 10'-9"(1) 10'-5"(1) 10'-1"(i) 2"X 5"X 0.050"X 0.050"Hollow 13'-4"(1) 12'-6"(i) LU 11'•11"(1) ii'-4"{1) 10' i0"{1) 10'S"{i} 10' 1"{1) 9'9"(i) 9'S"{1j 2"X4"X0.046"X0.10"SMB 11'-5"(1) 10'-9"(1) 10'-3"(1) 9'-9'(i) 9'-4'(1) 8' 11"(i) F-8"(1) 8'-4"(1) 8'-1"(1) 2"X5"X0.05"X0.116"SMB 14'-4"(i) 13'-6'(1) 12'-10"(1) 12'-3"(1) ii'-8"{1) 11'-3"(1) 10'-10"(1) 10'-6"(i) 10'•2"(i) p 2"X6"X0.05"X0.12"SMB 16'-0"(1) 15'-1'(1) 14'-4"(1) 13'-8'(1) 13'-1"(1) 12'-7"(1) 12'-1"(1) 11'-W(1) 11'-4"(1) a 2"X7"X0.055"X0.12"SMS 17-9"(1) 16-9"(1) 15'-11"(1) 15'-2"(i) 14'-6"(i) 13'-11"(1) 13'-5"(1) 12'-11"(1) 12'-7"(1) 2"X8X.072"X0.224"SMB 33'-1"(1) 31'-2"(2) 29'-7"(2) 28'-3"(2) 27-0"(2) 25'-11"(2) 25'-0"(2) 24'-2"(2) 23'-5"(2) 2"X9"X.082"X.306"SM8 40'-8'(2) 39'-1"(2) 37'-9"(2) 35'-11'(2) 34'-6'(2) 33'-i'(2) 31'-11'(2) 30'-10"(2) 29'-10"(2) a 2"X10"X.092"X.389"SMB 47'-5"(2) 45'-7"(2) 44'-01'(2) 42'-8"(2) 41'•5"(2) 39'-11"(2) 38'-6"(2) 3T-2"(2) 36-0"(2) Z LU 3"X 3'X 0.090"Hallow 14'-3"(1) 13'-6"(1) 12'-91'(1) 12'-2"(1) 11'8"(i) 11'•2"(1) 10'-10"(1) 10'-5"(1) 10'-1"(1) ] 3"X 3"X 0.125'Hollow 17'-1"(1) 16'-5"(1) 15'•11"(1) 15'S"(i) 14'-11"(1) 14'-7"(1) 147-2"(1) 13'-10"(1) 13'-7"(1) w 0 ALLOWABLE SPANS for Prkaary Members In Screen Walls(Pasts/Columns) Table 203b Wind Zone= 120 MPH Design Pressure: 10.6 PSF Exposure 8 3 FOR Screen Mesh: 18/14 Mean Roof Height Less Than or Equal to 30 ft d Ailoy: 6005T5i6061T6 road Widths or Spacing a z Post,'Column 4'•0" 4'-6" 51-0" 51.6" 6-0' 6-6" T-0" 7'-6" 2"X 2"X 0.046"X 0.046"Hollow 6'-11'(1) 6-6"(1) 6-2"(1) 5-11"(1) 5'-8"(1) 5'-5'(1) 5'-3"(1) 5'-1"(1) 4'-11"(1) O 2"X 3"X 0.05"X 0.05"HoliawIJA 10'-1"(1) 9'-6"(1) 9'-1"(1) 8'-7"(1) 8'-3"(1) 7-11"(1) 7'-8"(1) 7-5"(1) T-2"(1) 0 2"X 3"X 0.05"X 0.05"Snap 10'-10"(i) 10'-3"(1) 9'-9"(1) 9'-31(1) 9'-10"(1) 8'-6"(1) 8'-2-(1) 7'-11"(1) 7-8"(1) _ 2"X 4"X 0.050"X 0.050"Hollow 11'-9"(1) 11' 1"(1) 10'-6-(1) 9`-11"1) 9'-7"(1) 9'-2"(1) 8'-10"(1) 8'-7"(1) 8'-3"(1) 2"X 4"X 0.05"X 0.05"Snap 12'-11"(1) 12'-3"(1) 11'-7"(1) 11'-1"(1) 10'-7"(1) 10'-2"(1) 9'•10"(i) 9'-6"(1) 9'-2"(1) O us 2"X 5"X 0,050"X 0.050"Hollow 12'•1'(1 - 9'-11"(1) 9'-6"(1) 9'-2"(1) 8'-10"(1) 8'-7-(1) 2"X4"X0.046"X0.10"SMB 10'-2"(1) T-7"(1) 9'-2'(1) 8'-8'(1) 8'-4'(1) 8'-0"(1) 7-9"(1) 7-5"(1) 7-3"(1) O 2"X5"X0.05"X0.116"SMB 13'-1"{1) 12'-4"(1) 11'-8"(1) 11'-2"(1) 10'-8"(1) 10'-3"(1) 9'-10"(i) 9'-6"(1) 9'-3"(1) w 2"X6"X0.05"X0.12"SM8 14'-7"(1) 13'-9"(1) 13'-1"(1) 12'•5"(1) 1V-11"(1) 11'-5"(1) 11'-0"(1) 10' 8"{1) 10'-4"(1) ur ca 2"X7'X0.055"X0.i2"SMB 16'-2"(1) 15'-3"(1) 14'-6"(1) 13'-10"(1) 13'-3"(1) 12'-8"(i) 12'-3"(1) ll'-10"(1) 11'-5'(1) O 2"X8X.072"X0.224"SMB 30'-2"(2) 28'-5"(2) 26•11"(2) 25'-9"(2) 24'-8"(2) 23'-S"(2) 22'•10"(2) 22'-0"(2) 21'•4"(2) 1- 2"X9"X.082"X.305"SMB 38%21'(2) 36'-3"(2) 34'-5"(2) 32'-10"(2) 31'-5"(2) 30'-2"(2) 29'-i"(2) 28'-1"(2) 27.2"(2) z 2"X10"X.092"X.389"SMS 44'-7"(2) 42'-i0"(2) 41'-5"(2) 39'-7"(2) 37'-11"(2) 36'-5"(2) 35'-1"(2) 33'-11"(2) 32'40"(2) 3"X 3"X 0.090"Hollow 13'-0"(1) 12'-3"(1) 11'-8"(1) 11'-1"(1) 10'-8"(1) 10'-3"(1) 9'-10"(1) 9'-6"(1) 9'-2"(1) 3"X 3"X 0.125"Hollow 16'-1"(1) 15-6"(1) 1 14'-11"(1)1 14'-6"(1) 1 14'-1"(1) i3'-8"(1) 13'-3"(1) 12'-9"(1) 12'•4"(1) _ O v AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1 Page 2B - 20 Chapter 2 - Screen Rooms - Exposure B ,ALLOWABLE SPANS for BEAMS SiPPORTDG SOLID ROOFS in Screen Roonis TYPE I Tabie 202a (ASD)Applied Unit Load= 22.0 Wind Zane= 110 MPH Exposure Category: 6 Aloy=600STS1606176 Co tributinq Load Width Swim i Sr le Extrusion Profiles 5'-0" 6'-0" 7'-0" 8' 0" 9'-fl" 10' 0" 11'-0" 12' 0" o 2 X 2 X 0.046"Hollow 4'-9" 4'-4" 3'-11" T-9" T-6" T-4" 3'-2" 3'-0" O 3 X 2 X 0.050"Hollow fi`4" 51-91, T-4" 4'-11" 4'-9" 4'-6" 4'-3" 4'-1" LL 3 X 2 X 0.072"Hollow 7-10" 7-2" 6'-7" 6'-2" 5'-10" T-6" T-3" 5'-i" LL 2 X 4 X 0.050"Hollow 8' i" T-5" 6-10" 6-5" 0 5'-(Y' S'b" S' 3" 0 2X4 SMB T-3" 6-8" 6-2" 5'-9" T-5" T-2" 4'-11" 4'-8" O 2x5 SMB 9'-2" 8'-5" 7-9" T-3" 6-10" 6'-6" 6'-2" 5-11" d 2X6 SMB 10'-4" 91-5. 8'-8" 8'-2" 7'-8" 7-3" 6'-11" 6'8" u 2X7 SMB 13'-4" 12'-2" ll'-3" 10'-6" 9'-1 i" 9'-5" 8'-11" 8'-7" O 2X8 SMS 20'.3" 18'-6" 17'-1" 15' 11" i5' l" 14'-413'-8" IT-1- Combination Sections S'-0" 6'-0" 7'-fl" 8'-0" 9'.0" 10'-0" 11' 0" 12'-0" 2X3 KT+1X208 7-6" 1 6-10" 1 6-4" 1 T-11" 5'-T' 5'-3" S'-0" 4'-10" z 2X4 HT+1X2 OB 9'-2" $'-4" T-9" 7-3" 6'-10" b'-6" 6'-2" 5-11- 2X4 SMB+1X2 08 8'-3" 1 7-6" 6-11" 6'6" b'2" 51-10" T-7" 5'-4" -' a Note: For Combination Sections,the 1X2 Open Back must be fastened to the accompanying edge beam w per special fastening elevation on Page 29. LL 0 z ,ALLOWABLE SPANS for BEAMS SUPPORTING SOLID ROOFS in Screen Rooms TYPE I Table 20 ua (ASD)Applied Unit Load= 26.2(FSf) Wind Zone= 120 MPH Exposure Category: $ Ahoy=60003/6061T6 C tributing Load Width Spacinq Si le Extrusion Profiles 5' 0" 6'-0" T-0" 8-0"0" 9-C),0" 10'-0" l i'-0" 12'-0" a 2 X 2 X 0.046"Hollow 4'-4" 3'-11" 3'-8" 3'-5" 3'-3" Tl- 2'-11" 2'-9" z 3 X 2 X 0.050"Hollow 5'-10" 5'-3" 4'-11" 4'-7" 4'-4" 4'-1" T-Il" 3'-9" 3 X 2 X 0.072"Hollow T-2" 6-1" 5'-8" 5'-4" 5'-1" 4'-10" 4'-7- 2-T4 '-7"2 4 X 0.050"Hollow 7-5" 6-9" 1 6'-3" 51-11" 5'-6" 5'-3" S'-0" 4'-10" 51-81, 5'-3" 4'-11" 4'-9" 4'.6" 4'-4" 2X5 SMB 8'-5" 7-8" T-2" 6'-8" 6-3" S'-il" 5-8" 5'-5" � 2X6 SMB 91-51, 1 7-11" 7'-6" T-0" b'-8" 6'-4" 2X7 SMB 12'3" 11'-2" 10'-4" 9'-8" 9'-1" 8'.S. 0 3" T 11" 0 2X8 SMB 18'-7" 1 i6'-11" 15'8" 14'-8" 13'-10" 13'-1" 12'-6" 11'-11" 3 Combination Sections 5'-0" b'-0" 7'-0" 8'-0" 9'-0" 10'-0" 11'-0" 12'-0" 2X3 HT+1X2 08 6-10" 6-3" 5-9" T-5" 5'-1" 4'-10" 4'-7" 4'-5" °C 2X4 HT+1X2 OB 8'-S" T-8" T-1" 6'-8" 6'-3" T-11" 5'-8" 5'-S" a 2X4 SMB+1X2 08 T-7" 6-11" 6-5" S'-11" 5-8" 5'-4" 5'-i" 4'-11" Z Note: For Combination Sections,the 1X2 Open Back must be fastened to the accompanying edge beam 0 per special fastening elevation on Page 29. 0 0 a 3 ALLOWABLE SPANS for BEAMS StPPORTVGSOL.ID ROOFS in Screen Roorns TYPE I Table 20 z (ASD)Applied Unit Load= 30.7(PSF) Wind Zone= 130 MPH Exposure Category: B a Aioy=6005TS1606176 Contribub', Load Width/S c n V Single Extrusion Profiles 5' 0" 6'-0" 7-01 8'-0" 9'-0" 10'-0'" 11'-0" 12'-0" 0 2 X 2 X 0.046"Hollow T-11" 3'-8" T-4" 3'-2" 2'-11" 21-10. 0 8" 2'-7" 0 3 X 2 X 0.050"Hollow 5-4" 4'-11" 4'-6" 4'-3" T-11" 3'-9" 3'-7" T-S" w 3 X 2 X 0.072"Hollow 6'-T' 6'-0" 5'-7" 5'-3" 4'-11" 4'-8" 4'-6" 4'-3" LULU 2 X 4 X 0.050"Hollow 6'-l0" 6'-3" 5'-10, 5'-5" 5'-1" 4'-10" 4'-8" 4'-5" m 2X4 SMB 6'-2" 5'-8" 5-3" 4'-10" 4'-7" 4'-4" 4'-2" 3'-1 1" O 2X5 SMB T-9" T-1" 6-7" 6-2" 5'-10" 5'-6" 1 5-3" I 51-0" O 2X6 SMS 8'-9' 7-11" 7-4" b' ii" 6'-6" 62" 5' 10" 5'-7" z 2X7 SMB ll'-3" 10'-4" 9'-6" 8'-11" 6-5" 7-11" 7-7" 7-3" o 2X8 SMB 17-1" 15'-8" i4'-6" 13'-6" 12'-9" 12'-l" 11'7" 11' i" oC) Combination Sections 5'-0" 6'-0" 7'-0" 8'.0" 9' 0" i0' fl" 11' 0" 12' 0" x 2X3 HT+1X2 OB 6-4" 54" 5'-4" 4'-ii" 4'-9" 4'-6" 4'-3" 4%1i 2x4 Fff+iX2 081 7-9" 1 7'-1" 1 6-6" 6-1" 5'-9" 5'-6" 5'-3" 4'.11" > 2X4 SMB i 1X2 OB 6-11" 1 6-S" 1 5' 11" 5-6" 5'-2" 4'-11" 4'-9" 4'-6" Note:For Combination Sections,the UX2 Open Back must be fastened to the accompanying edge beam i✓ per special fastening elevation on Page 29. AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1 Page 2B - 6 ELITE PANEL SPAN TABLES 3' x 0024 x 1 - LB EPS PANELS 3' x 0032 x 1 - LB EPS PANELS 3' x 0024 x 2 - LB EPS PANELS 3' x 0,030 x 2 - LB EPS PANELS DO KIM (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) &ASSOCIATES, LL.0 ALLOWABLE MAX ALLOWABLE SPAN (FT) ALLOWABLE MAX ALLOWABLE SPAN (FT) ALLOWABLE MAX ALLOWABLE SPAN (FT) ALLOWABLE MAX ALLOWABLE SPAN (FT) CONSULTING LOAD (PSF) L/80 I L/120 L/180 L/240 LOAD (PSF) L/80 L/120 1,/180 1,/240 LOAD (PSF) L/HO L/120 L/180 1,/240 LOAD (PSF) L/80 L/120 L/180 1,/240 STRUCTURAL 10 1.1 1576 1503 14.t0 10 17.50 !.0 16.91 IS96 10 19.33 18.95 1831 1766 10 20.11 29A3 19.42 18.81 ENGINEERS 20 1 41 13.11 1222 10. 20 1661 I 96 14-06 12.16 20 tall 17.66 16.36 13.06 20 19-02 Iasi 1758 16.35 10.78 10.78 AI 6.60 30 IFI-7 11.06 --TL-21 6 30 "'Go 1-6-K- 14.41 12.1 1 17.38 15.73 13.89 PO BOX 10030 40 9.22 922 6.60 2.83 40 13.69 12.16 8. {36 40 1.{9 1 06 1.s6 10 1 16.35 1 s9 11.43 T-%�FL 37979 1 .1 12.22 10.26 5.51 0.76 50 14.10 13.6 10.51 1 4 15.12 1 697 Tot(913)3744321 F-(813)374.0= 60 1 7.40 6.39 0.98 60 10.75 -83g- 266 6o 1 A 12.46 e.57 4.67 60 1 13.89 1021 652 70 1 621 4.51 - - 70 Te 61 - - 70 1137 11.16 662 247 70 1335 12.66 936 4.06 �, 80 633 2.61 80 7.80 4.56 80 10.26 9196 467 110 12.46 IL43 652 1.60 8 Wt- - FRmtA;r 4' x 0 024 x 1 - LB EPS PANELS 4' x 0 032 x 1 - LB EPS PANELS 4' x 0.024 x 2 - LB EPS PANELS 4' x 0 030 x 2 - LB EPS PANELS m ► wef°AP�9K (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE MAX ALLOWABLE SPAN (FT) ALLOWABLE MAX ALLOWABLE SPAN (FT) ALLOWABLE MAX ALLOWABLE SPAN (FT) ALLOWABLE MAX ALLOWABLE SPAN (FT) ® : F°Mrowccr"ANAL LOAD (PSF) L/80 L/120 L/180 L/240 LOAD (PSF) L/80 L/120 L/180 L/240 LOAD (PSF) L/80 L/120 L/180 L/240 LOAD (PSF) L/80 L/120 L/180 L/240LA 10 19-00 19-00 17.17 16.53 10 20.30 20.50 20.11 19.24 10 21,97 21.9 1.52 20.97 &T---2-47---T4-j7 24.17 24.17 20 15.01 70 -7971-- 1.95 1.61 19.4 17.49 13.74 20 --20-T7---2-0-7T-. 1926 18.76 23.61 2361 41 23.11 30 12.50 12.50 12.30 11.38 30 18.17 17.49 14.7 12.24 30 19.57 193 18.21 16.35 22.57 2237 21.90 21.01 40 10.97 10.97 10.97 8.0 40 16.72 -1'174- I.4 8.74 40 18. I-8 6 16.5 1434 40 21.51 2131 20.39 18.91 SD 9.92 9.92 9A4 622 50 1S2B t3.99 9.62 3.25 50 17.16 17.16 14s9 12.13 50 20.15 20.45 less 16.80 Q 60 913 9.13 7.51 3.64 60 ]3.81 1.4 7-00 L 60 115.96 1321 9.93 60 1939 1939 17.37 11.70 rn > 70 8. 8.52 538 1 70 12.10 IOA9 4.38 - 70 14.73 14.75 1458 7.72 70 18.33 18.33 i5.86 1239 III Oa, 0 A2 602 - 00 10.93 a71 1,73 - 80 13.55 1335 9.93 5.51 17.26 l7 6 14. 1 A <Z LL on a-LL 6' x 0024 x 1 - LB EPS PANELS 6' x 0.032 x 1 - LB EPS PANELS 6' x 0024 x 2 - LB EPS PANELS 6' x 0030 x 2 - LB EPS PANELS §�o (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) a c) ink �Fp1-i OZo ALLOWABLE MAX ALLOWABLE SPAN (FT) ALLOWABLE MAX ALLOWABLE SPAN (FT) ALLOWABLE MAX ALLOWABLE SPAN (FT) ALLOWABLE MAX ALLOWABLE SPAN (FT) oo O UL M M X LOAD <PSF) LOAD <PSF) LOAD (PSF) LOAD (PSF) U 0 Y O a L/80 L/120 L/180 L/240 L/BO L/120 L/180 L/240 L/80 1,/120 L/180 1,/240 L/80 1,/120 L/180 1,/240 tU () lu 10 23-00 21.24 ZL1 20.85 to 24-00 24.00 24.00 23.42 10 3 23L93 10 4.00 4.00 4A 4 0 ��4 K 9 20 1906 1606 --70r- 19 6 20 31 23.21 21.82 0.22 20 2320 23.20 23.03 . 22.46 20 23.65 236 2134 2 84 H V O 5 3 30 1113 3 13 1 1 . IS13 30 2230 21.6 19.42 17.02 30 A7 2.47 22.18 21.33 30 22.94 22.94 22.59 21.85 j N 5 U Z F 10 1331 13.34 ITT4 13.34 40 20.86 20.0 1 1. 10 1. 1.5 1.3 40 --2T= 1 Q p a 2 Q 0 I. l.1 12.10' 1.91 50 19.62 1.47 14.62 10.62 SO 1.0 1. OA '19-07 50 21.53 21.53 21.10 19.86 �` _J U) 60 141 11.17 1417 8.43 60 18.38 16.89 12.22 7.42 60 2029 20.29 19.64 17.94 60 20.82 20s2 20.36 18.87 W U.Q Q 70 1 44 10.44 10.0 0 1.14 1 9. 422 0 1 1937 18.79 16.81 70 20.11 20.11 19.61 17.87 If1 80 9.83 9.85 8.43 3.47 80 15.91 13.72 7.42 1.02 90 18.91 18.8/ 17.94 ISbB 80 19.40 19.40 18s7 16.88 OL Of W O GENERAL NOrES LL I Composite panels shall be constructed using type 3003-H154 aluminum facings,1 or 2 PCF ASIM C-578 carpenter brand FPS SEAL JOINT KITN adhere to aluminon facings with Ashland Chemical 2020D ISO grip Fabrication to be b Elite CONTINUOUS CAULKING y panel products only in -f accordance with approved fabrication methods O O O O 0 0 0 0 0 0 o DRAM 9Y: DYK 2 Bite roof panels maintain a UL 1715(int)class'B•(ext)rating and are NER-501 approved CHOO®W. OW 3. Th is sped ficatioIt has been designed and shall be fabricated in accordance with the requirements of the 2010 Florida Building )O O O O O O 000017 alb' OC� ASp� Code,composite panels comply with Chapter 7 Section 719,Chapter 8 Sea ion 803,Class A interior 9 Dish,and Chapter 26 M A N w7e znwz Section2603 All local building code amendments shall be adhcredto as required aaERI OCKING CRESS SECTION 4 The designer shall determine by accepted engineering practice the allowable leads for site specific load conditions(including load combinations)using the data from the allowable loads tables and spans in this approval it SLOPE 4 MAX VIDTN INTERLOCKING 5 Deflection limits and allowable spans have been listed to meet 2010 FBC including the HVHZ In HVHZ,this product shall be PANEL(1/4'/FT MIN SLOPE) used in structures"not to be considered livi ng areas"per Section 1615 unless impact resistance in accordance to the HVHZ a ° ° ° ° ° ° o 0 0 0 0 P EPs CORE ILII 13R 21.3 o°o°o°o u aEu.n n a 1W07 requirements ale met. 0 0 0 0 0 u YI 0000000 6 Safety factor of 2 0 has been use to develop allowable loads and spans from testing in accordance to the Guidelines for o � o AIUMlNUM BOTTOM o a 6cInTEs.l,c Aluminum Structures Part 1 and cal�rms to the 2010 FBC Chapter 16 and 20. FACINGS °o° OPTIONAL 2W77 Testing has been conducted in accordance to ASTM E72-05:Strength Test ofPanels for Building Construction F--CLEAR SPAN CU INSIDE TO INSIDE °O ❑H GUTTER OR 8 Reference test reports:HEII 05-1988,HEII-062104,HEII.06 2066,HETI-O6-2105,HETI-06-2067,HETI-05-1002,HELI- CAP DRtP CAP F'-3Xh y 062107,HETI-05-1987,HM-062069,HETI-06-2070,HETI-06-2071,HErl-05-1994,HETI-05-1991,HErl-W-2D72, ENGINEER OF RECORD TO PROVIDE O° HET 1-062073,HEII-06.2074,HETI-05-1996,HETI-05-1989,HETI-05-1993,HETI-05-1985,HEr1-05-1995,HE11-05- FOR ROOF CONNECTIONS 6 ADD TMLKNESS OF 00 36'MAX IN FRONT 6 25% 19911,BErI-o5-1997,FIETi-05-2037,HEII-052029,HEPI-05-2039,HErl-05-2030,HEfi-05-2041,HEII-05-2048,HEI1• SUPPORTING STRUCTURE ENGINEER 8Y WALL FOR TDI AL 00 OF PANEL T SIDDTM t SIDES J' THIS OR ANY OTHER ENGINEER PANEL SPAN 00 (12' MAX AT SIDES) OS 2036,HEII.OS 2031,HErI-05-2036,HETI-052065,HETI-05-2040,HETI-05-2042 9. linea interpolation shall be allowed for figures within the tables shown Drawl No=FL-1001 10 Panels with fan beams shall be considered equivalent tosimilar pawls without fan beams Design professionals may include EPS ROOF PANEUSPANDESCRIPTION the strength of the fan beam to exceed shown figures as d'site-s 'fic engineeringSHEET T of i Chaoter 2 - Screen Roofs I d n COMPOSITE ROOF PANEL � (REFER TO TABLE 201) Q I u- I RECEIVING CHANNEL WITH - z #14 X 3/4"S.M,S, n 10"O,C. TOP AND BOTTOM EXISTING MASONRY FASTEN TO FASCIA WITH CR WOOD FRAMED 1/4"0 X 21/2" LAGS 12"ON CENTER HOST STRUCTURE ALONG HEADER PERIMETER WALLLL C NOTE: FASCIA MUST BE 2"NOMINAL, I" NOMINAL FASCIA MAY BE AUGMENTED TO 2". � COMPOSITE ROOF PANEL CONNECTION TO HOST FASCIA 33 � S 3 {{ C fes-. WHERE PROXIMITY OF HOST SAVE PROHIBITS � INSTALLATION OF FASTENER INTO TOP OF PANEL, ri FASTEN PANELS r BOTTOM W/5 EACH 914 SMS I PER PANEL(THIS APPLIES ONLY TO MAXIMUM ! ROOF PANEL SPAN OF 12'AND A ROOF HEIGHT i EXISTING FASCIA OF 8',ALL OTHER APPLICATIONS REQUIRE SITE _Q SPECIFIC ENGINEERING) 0 w EXISTING MASONRY OR v vr. o WOOD FRAMED HOST =MANSTRUCTURE PERIMETER WALL #I4 5M5 ,J"ON CENTER EXTRUDED OR MINIMUM .040 THICKNESS THRU RECEIVING CHANNELROOF HEADER(A.K.A. RECEIVING CHANNEL) s- INTO PANEL TOP AND BOTTOM WITH "A"O X 2/2"LONG LAG SCREWS FOR z 9 LUMBER HOST I PER STUB-3;$"0 X 21/2" 1 LONG MASONRY SCREWS FOR MASONRY ry COMPOSITE ROOF PANEL CONNECTION TO HOST WALL HOST 4, 16"O.C, 1 3 O i i i r 1 3 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS 12010 Edition) 2.0 Page 2 - 34 - Chapter 5 - Carports & Patio Covers I/ Attached - Exposure C LL 0 Z U #14 CAT)SMS with 11/4"0 Fender Washers spaced in accordance with Table 216 for the selected edge beam by roof panel load width (Maximum spacing 12"0,C) 7 7 7 LU 7 77 77 77 LL z zz ZZ 0 z ZZ L-; composite Roof Panels(refer to �84i Table 501 for Ailowable Spans' UJ 2" 4 Edge Beam(selected from Table 502) The tables marked Table 516 are arranged by the thickness("t")of the edge beam X flange(penetrated by the#14 SMS), Post(select per Table 503) ?v `v ROOF PANEL FASTENING DETAIL #3 C3 D LU 2 LU Uj ................. -------- ALTERNATE DETAIL FOR THE CONNECTION OF COMPOSITE ROOF PANELS TO SUPPORTING BEAMS ...................... --------- Page 5C - 15 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1 <1COPYRIGHT 2010 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF THE ALUMINUM ASSOCIATION OF FLORIDA a m to _ ROOF PANELS (SELECT ROOF PANELS(SELECT PER TABLE 201) PER TABLE 201) 1y i ♦ ♦ r ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ r r♦ dry � ♦♦ ♦♦ ♦♦ ♦♦ ♦ ♦ i r ♦ i ♦ ♦ ♦ ♦ i ♦ ♦ ♦ r ♦ r r ♦ r i � ♦ ♦ ♦ r r r ♦ ♦ ♦ r r r Cl r ♦ ♦ ♦ r ♦ r ♦ ♦ ♦ ♦' ♦ ♦ ♦ ♦ r ♦ ♦ r r r r ♦ r CTl ♦ ♦ ♦ ♦ ♦ r r ♦ ♦ r r r i ♦ ♦ ♦ ♦ ♦ r r ♦ ♦ r r ♦ r r r ♦ r ♦ r ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ r ♦ ♦ ♦ ♦ r ♦ ♦ ♦ ' ♦ ♦ ♦ ♦ r r ♦ ♦ r ♦ ♦ r ♦ r ♦ ♦ ♦ ♦ ♦ r ♦ r ♦ ♦ r r r i ♦ ♦ ♦ ♦ ♦ ♦ r ♦ ♦ r r�tttl7 c 2"X 2"X 0.045'___--. r) I i Vt / N Cn C I (' (4}-#20 X 1-1/2"S.M.S. __ 2" X 2" X 0.045" a INTO SCREW BOSSES f I o zI 3 I I f I r ..I. SELF-MATING POST ... .......-._... f Z I I I I C7 I I I I D T. SECTION (SCREEN FACE) ELEVATION 0 CD EDGE BEAM FASTENING DETAILS - 2" X 2" W/ SELF-MATING POST o (2" X 2" HEADER DETAIL #2) a N CD Chapter 2 - Screen Rooms i A_ -- 1"X 2" OB (SIDE WALL) #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 Lu J` �/ LL 1„X 2"OB (1" EMBEDMENT MINIMUM) LL m i y ! �' �. SEE PLAN VIEW BELOW z ANCHORS TO FOUNDATION a O I ? c x __ __. _ N z t Q FOUN t7ATON EXTERIOR CORNER DETAIL cs (PARTIAL ELEVATION) 2 J {{ JZ < lu 1 <LU fl u w C U zLL_ 1-1/2" LONG #10 2"X 2" X 1/8"ANGLE v S.M.S. @ 24"O.C. {TYP.} W/ #14 AND 1/4" X 3" I ANCHORS(TYPICAL). Lu MLL 1"X 2"(OB)W/ 1-1/2" LONG #10 S.M.S. @ 24" O.C. (TYP.) (ROOF BEARING WALL) ® ..__.___.2' X 2" HOLLOW n (SCREEN FACE` } 0 EXTERIOR CORNER DETAIL ca a (PLAN VIEW) 2 i AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Page 2 - 18 Chapter 2 - Screen Rooms ...........-ROOF PANELS(SELECT PER TABLE 201) LL (4)-#10 X 4" S.M.S. INTO z 2"X 2" X.046" i SCREW BOSSES CONTINUOUS U- HOLLOW POST CY- HOLLOW POSTS W/ 2" X 2" HEADER ct LLo ROOF PANELS (SELECT PER TABLE 201; 3: Z Lu ui (4)-#10 X 4" \--S.M.S. INTO 2" X 2" X.046 SCREW BOSSES 0 SELF-MATING POST SELF-MATING POSTS W/ 2X2 HEADER POSTS TO SIDE WALL HEADER CONNECTIONS ,=C6 (PARTIAL ELEVATIONS @ WALL FACE) e 2 16 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Pag Chapter 2 - Screen Rooms 1" X 1" X 1/8"ANGLES a 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" o TRECEIVING CHANNEL z / O a f f w � d y CHANNEL ALTERNATE-� O POST/COLUMN z O :la i z � uj CONNECTION W/ EXPOSED FASTENERS a= C^i 3 4 # 10 S.M.S. FROM INSIDE FACE OF POST INTO SCREW SPLINES OF HOLLOW Q GIRT(1-1/2" EMBEDMENT MINIMUM)—I is ! GIRT OR o I CHAIR RAIL ujJ l f'1 ' i i:J 7771 SELF MATING POST l � i O 0 a ry CONNECTION W/ CONCEALED FASTENERS U } g PARTIAL ELEVATIONS / GIRT TO POST CONNECTIONS CS Z Page 2 - 15 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Chapter 2 - Screen Rooms 1 X 2 OB @ PERIMETER _ 1 X 2 OB @ PERIMETER FASTEN PER NOTE #"i \7FASTEN PER NOTE #1 1"X 2-1/4" X 1/8" 2" X 2" HOLLOW RECEIVING CHANNEL 0 HORIZONTAL (GIRT) U- ou > A 1" x 1" x 1/8" ANGLES (LENGTH OF GIRT DEPTH LESS 1/2") WITH -POST/COLUMN U- 0 2- #8 X 1/2" LONG S.M.S. z AT EACH LEG. (TYPICAL 2 TOP & BOTTOM) Lu4 Lu CONNECTION W/ EXPOSED FASTENERS 1 X 2 OB @ PERIMETER FASTEN PER NOTE #! —GIRT (DETERMINED BY TABLE) NOTE #1 USE 1/4"0 X 3" LONG LAG SCREWS INTO WOOD HOST AND 1/4"0 X 21/4" LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION (1" 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 f OF HOLLOW GIRT (1" EMBEDMENT MINIMUM.) CONNECTION W/ CONCEALED FASTENERS PARTIAL ELEVATIONS / 2 X 2 GIRT TO 1 X 2 CONNECTIONS rC4 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 1 Page 2 - 14 Chapter 2 - Screen Rooms _.......- 1" X 2"OB @ PERIMETER NOTE #1 : USE 1/4"0 X 3" LONG LAG SCREWS INTO a WOOD HOST AND 1/4"0 X 21/4" LONG CONCRETE SCREWS o INTO CONCRETE OR MASONRY CONSTRUCTION LL (1" EMBEDMENT TYPICAL) SPACING 24" O.C. AND WITHIN ° 6"OF EACH PERPENDICULAR MEMBER o � a V X i" X 1/16" ANGLES 2" LONG WITH 2-#8 X 1/2" LONG S.M.S. AT EACH LEG TYPICAL EACH SIDE,TOP&BOTTOM) a Rf J Q • , a W 3 _ '.HOSF STRZUCTURE ELEMENTS ' z • , ., CONNECTION WITH EXPOSED FASTENERS W - i" X 2" OB @ PERIMETER 3 REFER TO NOTE #1 -THIS SHEET a 2- # 10 S.M.S. FROM INSIDE FACE OF 1 X 2 OB INTO SCREW SPLINES OF 1 X 2 J OB (1" EMBEDMENT MINIMUM•) v —REFER TO NOTE #1 -THIS SHEET z M HOST,STR.UCTURE ELEMENTS u 1 Cl CONNECTION WITH CONCEALED FASTENERS S v PARTIAL ELEVATIONS J 1" X 2" TO 1" X 2" CONNECTIONS C3 2 Page 2 - 131 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Chapter 2 - Screen Rooms DETAIL C1 UTILIZED FOR FOUNDATION CONNECTIONS WHERE NUMERIC VALUE IN PARENTHESIS FOR ALLOWABLE SPAN (TABLE 2031, OF POST IS 1; AND, DOES NOT EXCEED SPACING VALUES IN TABLE 207 (TYPE I OR TYPE II). C1(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 n INDICATES THE APPROPRIATE LOAD CONDITION DETAIL(Cl OR C2). o LL LL 0 CONCRETE EXPANSION z ANCHORS BY O f 2V2"EMBEDMENT d - ----- POST/COLUMN f/ 2„X2..XV8„ f- 4° 2„X2"XI/8"ANGLE i ANGLE 2"LONG LO - 4 EACH X14 SMS 9 ® - 1X2 08 SOLE PLATE g INTO POST WEB FACE OF SCREEN WALL z EDGE OF FOUNDATION PLAN VIEW SECTION (W/ 1X2 SOLE POSPLATE) TYPICAL Cl TJC�LUMN AT FOUNDATION c WALL FACE PARTIAL ELEVATION_ Cl � o TYPICAL C1 POST/COLUMN AT FOUNDATION " 2 Ln NOTES FOR CONNECTION Cl(a): " f 1)CI(a)CONNECTION WITH ONLY 2 EACH 3/8"0 CONCRETE FASTENERS; LL� 2)COLUMNS MUST SATISFY BOTH COLUMN SPAN TABLE 203 c AND 215(THE LESSER OF THE TWO); Lu 3)A 1X3 06 MAY BE SUBSTITUTED FOR THE 1X2 SOLE PLATE SHOWN. n � 2" 3" w 2X3 POST"COLUMN POST A COLUMN ?" 2" CENTER FASTENERS ON �. FILLED TOP COURSE -2"X2"X1/8"ANGLE 2"LONG - 2"X2"X1,8"ANGLE 2"LONG 2 EACH#14 SMS INTO POST J 2 EACH#14 SMS INTO POST 00 _..WEB EACH SIDE OF POST �� VdEB EACH SIDE OF POST < -SOLE PLATE 1X2 08 SOLE PLATE 2 CONCRETE EXPANSION ANCHORS z 3/8"0 X 21/2"EMBEDMENT ~ (Ya"0 MAY NOT BE USED) LLJ / u SECTION/SIDE ELEVATION CI fy X Lum _ TYPICAL Cl POST j COLUMN 1, O CONNECTION DETAIL FOR 8"CMU WALL?- /' z 0 e h Allowable Post Heights (Spans [ft]) for 2 Each 3/8"0 Concrete Fasteners _ u Table 215 Post Spacing in feet(Load Width) n zone psf 5.0 5.5 6.0 6.5 7.0 7.5 8.0 110 13 18.5 16.8 15.4 14.2 112 12.3 11.5 120 15 16.0 14.5 13.3 12.3 11.4 10.7 16.0 130 18 13.3 12.1 11.1 10.3 9.S 8.9 8.3 140 1 21 11.4 10.4 9.5 1 8.8 8.2 7.6 7.1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Page 2 - 10 Chapter 2 - Screen Rooms REFER TO TABLE 203 FOR ALLOWABLE SPANS a CONCRETE FASTENING PER CONNECTION DETAILS BY LOAD CONDITION(TABLE 207) z 0 4" NOMINAL PATIO SLAB W/6X6X10/10 W.W.M. OR SYNTHETIC FIBERS AND VAPOR BARRIER ON WELL COMPACTED SOIL. 0 o a o (CONCRETE STRENGTH TO BE MIN. OF 2,500 P,S.I.) z o � _ z V 7) FOOTING DETAIL F1 (SCREEN WALL ON PATIO SLAB(ONLY) 2 a z w 3 LL: x REFER TO TABLE 203 }- FOR ALLOWABLE SPANS O CONCRETE FASTENING PER CONNECTION DETAILS BY LOAD CONDITION(TABLE 207) z_ 4" NOMINAL PATIO SLAB W/6 X 6 X 10/10 W.W.M. C u OR SYNTHETIC FIBERS AND VAPOR BARRIER p ON WELL COMPACTED SOIL. a a (CONCRETE STRENGTH TO BE MIN.OF 2,500 P.S.I.) z i MOM ua LL 0 FOOTING WIDTH '\ REFER TO TABLE 205 FOR REINFORCING > a FOOTING DETAIL F2 ' (PATIO SLAB W/ MONOLITHIC EDGE FOOTING) 2 � AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Pae 2 -v 6 -__- 9 Chapter 2 - Screen Rooms GENERAL NOTES ON CABLES USED TO RESIST SHEAR: O CABLES ARE INTENDED RESIST WIND LOAD(SHEAR) F//H/OST STRUCTURE WI DEVELOPED WHEN THE WIND CONTACTS WALLS THAT EXTEND 0 BEYOND THE PERIMETER OF THE EXISTING HOST STRUCTURE z (HEREAFTER REFERED TO AS"PROJECTION").TABLE 211 O SHOWS THE ALLOWABLE AREA(PROJECTION X MEAN WALL HEIGHT) p a FOR CABLES SCREEN 0 SHAPE 1: REQUIRES CABLES BASED UPON THE AREA ROOM s OF PROJECTION. a EXAMRL E.•PROJEC770N OF 12'A AD MEAN WALL HEIGHT OF 8' z 12'X 8'=96 SQ FT PER TABLE 211(12OMPH)2 SETS OF(ABLES NEEDED SHAPE 2: REQUIRES NO CABLES.ROOM DOES NOT EXTEND BEYOND LENGTH THE PERIMETER OF THE EXISTING HOST STRUCTURE. w SHAPE 3: MAY OR MAY NOT REQUIRE CABLES BASED ON PROJECTION ROOM EXAMPLE SHAPE 1 EXAMPLE*PROJEC70N OF 3'AND MEAN WALL HEIGHT OF 8' (BOUNDED ON ONE SIDE BY HOST) LLO 3'X8'=24 SQ FT PER TABLE 211(12OMPH)NO CABLES z WOULD BE REQUIRED Qn O LU HOST STRUCTURE HOST STRUCTURE LU CL z o SCREEN o SCREEN 0 ROOM S ROOM W W o 0 LENGTH LENGTH ROOM EXAMPLE SHAPE 3 ROOM EXAMPLE SHAPE 3 CL (BOUNDED ON MORE THAN ONE SIDE BY HOST) (BOUNDED ON MORE THAN ONE SIDE BY HOST) z_ O w J O EXPOSURE B o Allowable Areas of Wall[Wind] Exposure* by Zone for Wall Bracing Table 211 W M Cable Pressure=>1 23 PSF 1 28 PSF 1 32 PSF 1 36 PSF 0 a Pairs Wind Zone=> 100&110 120 130 140 W NONE (TABULAR 31 26 22 20 LLM 0 1 VALUES 63 51 45 40 0 2 IN SQFT) 117 96 84 74 z 0 0 3 155 127 111 99 N _ *Area is determined by the Area of Wall [Wind] Exposure not laterally braced by the host structure } a 0 U Page 2 - 61 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Chapter 2 - Screen Rooms - Exposure C a 0 0 J U.- LL LL O z Allowable Areas of Walls[How-Thru]Exposure by Wind Zone for Lateral Cable Bracing Table 211(C) F- a Cable Pressure=> 21.5 PSF 25.5 PSF 29.9 PSF 34.2 PSF 40.0 PSF 45.5 PSF U O Pairs Wind Zone=> 110 120 130 140 150 160 LQ a No cables EXPOSLRE C 50 41 34 30 27 24 g 1 (TABULAR 185 152 127 112 101 89 z 2 VALUES 302 248 207 1 183 165 1 145 J 3 IN SQFT) 385 317 1 264 234 1 210 184 w Note:This table is calculated using 20/20 screen mesh pressures,for 18/14 screen values maybe multiplied by 1.136. I=- LL O z O Maximum Post Spacings (Feet)for Colufnn Connection Detail C1 in Screen Rooms Table 207 Cl-C U) EXPOSURE C Attributable Roof Width W a Wind Zone 5 6 7 8 9 10 11 12 z w 110 mph 21.9 18.2 15.6 13.7 12.2 10.9 10.0 9.1 r- 120 mph 18.4 15.3 13.1 11.5 10.2 9.2 8.4 7.7 � Lu 130 mph 15.5 13.0 11.1 9.7 8.6 7.8 7.1 6.5 140 mph 13.5 11.2 1 9.6 1 8.4 1 7.5 1 6.7 1 6.1 5.6 150 mph 11.9 9.9 8.5 7.4 6.6 6.0 5.4 5.0 ° 160 mh 10.5 8.7 7.5 6.5 5.8 5.2 4.8 1 4.4 Load Condition 2 / Detail C2 Required when Table 207 Tabular Values are Exceeded a a z a: O Maximum Post Spacings (Feet) for Column Connection Detail C2 in Screen Rooms Table 207 C2-C LU 0 EXPOSURE C Attributable Roof Width Wind Zone 5 6 7 8 9 10 11 12 ? 110 mph 32.9 27.5 23.5 20.6 18.3 16.5 15.0 13.7 0 120 mph 27.7 23.1 19.8 17.3 15.4 13.8 12.6 11.5 0 130 mph 23.4 19.5 16.7 14.6 13.0 11.7 10.6 9.7 140 mph 20.3 16.9 14.5 12.7 11.3 10.1 9.2 8.5 W 150 mph 17.9 14.9 12.8 11.2 10.0 9.0 8.1 7.5 m 160 mh 15.8 13.1 11.3 9.8 8.8 7.9 7.2 6.6 Load Condition 3 / Detail C2 Required when Table 207 Tabular Values are Exceeded z 0 0 N F- L7 d O U 0 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1 Page 2C - 22