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439 Osprey Key ACC20-0002 Screen Room • YSiL�CJf ACCESSORY PERMIT PERMIT NUMBER ACC20-0002 CITY OF ATLANTIC BEACH ISSUED: 1/15/2020 800 SEMINOLE ROAD • L-s31vr ATLANTIC BEACH, FL 32233 EXPIRES: 7/13/2020 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 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. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 439 OSPREY KEY ACCESSORY SINGLE OR TWO SCREEN ROOM 12' x 13' $9500.00 FAMILY ACCESSORY TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 172027 5084 SELVA LAKES COMPANY: ADDRESS: CITY: STATE: ZIP: DAVID WESLEYS PATIO 2507 CORTEZ ROAD JACKSONVILLE FL 32246 ROOMS OWNER: ADDRESS: CITY: STATE: ZIP: TASKETT HERBERT G ET AL 439 OSPREY KEY ATLANTIC BEACH FL 32233 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. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 2 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. Issued Date: 1/15/2020 1 of 2 - �'s'"''�' a ACCESSORY PERMIT PERMIT NUMBER cs � 47" <,, s CITY OF ATLANTIC BEACH ACC20-0002 800 SEMINOLE ROAD ISSUED: 1/15/2020 fl 9Wiff' � ATLANTIC BEACH, FL 32233 EXPIRES: 7/13/2020 3 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 4 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 5 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. 6 PUBLIC WORKS OTHER PUBLIC WORKS CONDITION INFORMATIONAL Notes: No additional impervious area can be added to this property. 11111111- 111.11111111r.- ---111111 DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $100.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $50.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.25 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL:$279.25 Issued Date: 1/15/2020 2 of 2 ,*---�ir, City of Atlantic Beach APPLICATION NUMBER . �} Building Department (To be assigned by the Building Department.) r 800 Seminole Road ���`7 Q , r��'7 ;� Atlantic Beach, Florida 32233-5445 L. \J C.� Phone(904)247-5826 • Fax(904)247-5845______.! x;119, (E-mail: building-dept@coab.us Date routed: � v� z 0 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address:4SC) 15s PRE, V Ey Department review required Yes No k3511( s) V 1 l7 \ sL7 (4-nApplicant: A Tree Administrator. Project: S QRE Roo i& is or u lic 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: 9pproved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING U Reviewed by: Date: /-79 TREE ADMIN. Second Review: nApproved as revised. Deni . ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: I (Approved as revised. Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 , o'''''.W Building Permit Application .)FFICE CORY Updated 10/9/18 City of Atlantic Beach Building Department **ALL INFORMATION , . �r fi �s � HIGHLIGHTED IN GRAY 800 Seminole Road, Atlantic Beach, FL 32233 IS REQUIRED. Phone: (904) 247-5826 Email: Building-De t@coab.us Job Address: �t ( 1L )444,14-it. !✓Permit Number: ke._ .i. — 00©Z Legal Description k f /- (5t../(.�1. 1 RE# { 7 Z d Z 7- SCE) 4- Valuation of Work(Replacement Cost)$ 9/ 3D0 Heated/Cooled SF Non-Heated/Cooled • Class of Work: ❑New Ei/�Addition ❑Alteration ❑Repair ove ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial Residential • If an existing structure, is a fire sprinkler system installed?: ❑Yes No • Will tree(s) be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit) ONo Describe in detail th ype of work to be performed: (5ewcdl / 00 di /02 ti 0 in9 C± ,,, 0 CD Florida Product Approval# for multiple products use product appr*al form c') t PropertyOwner Info ation J O Z 1 Name ..b fa jb- Addressail Ola a1 ti:: �' City Ste Zip Phone (� - 4 �� . h ui � F. E-Mail airy• I ,4.U4l 161I 7 q/Y1Q.1 ' crO1f 0 U ,;.� t7 Q Owner or Agent(If Agent, Power of • orn y or Agency Letter Required) W —__4, <L Contractor Infor i d ? ' C "�gind Wesley Patio Rooms O o a Name of Company _ •_ Qualifying Agent U J N Address �' City State Zip CC H Office Phone ems-az ac s • Job Site Contact Numbe WO LI- a u State Certification/Registration# J'GC� /3��-057V E-Mail �rYlq/• /Qe/(y- --0 /!Y j/nail. dofr]...i.:_.... 01... �1 titi 5:0 Architect Name&Phone# J �� „Li kraeer',�.R�arlae&Phone# _ . w 'Workers-Compensation Insurer OR Exempt Expiration DateCC w Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or instal lution has w commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regMeting CC construction in this jurisdi tion. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, PtiOLS, FURNAEN, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. 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 threre,may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. -.'_a 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 YOUR LENDERA ATTORNEY BEFORE RECORDING YAINUEOF COMMENCEMENT. . ... _..1/ 1........-.0.-- / (Signature of Owner or Agent) i I l l i i t gt� `� �� a/ (Signat ontractor) d and sworn to(or affirmed)be or: me tvkls day of 'vi -d and sworn to(or of ed)beff e -th1.4I r99‘261Gy/�,, NOTARY 1�1l11I _ PUBLIC N13TARY mm.#GG 1 97 _ -� U �C.L-��UBLIC Signature of I�taryy Comm.Expir:• igna ure ofNotary,mm #GG 129755 7. i Jul 31,2021 - My Comm.Expires i lr O� Jul 31,2021 [ ersonally Known OR //0'.1 F OF F;O�� Personally Known OR ''•,sT�TF OF FVO�\O�` [ ]Produced Identificati ,.i 1 [ ]Produced Identifkation ,' Type of Identification: Type of Identification: ,�' `� NOTICE OF COMMENCEMENT State of .re Tax Folio No. 17c9o7' 34 County of �W1a1 To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information i$s toted i this 0 ��COMMN CEMENT. Legal Description of property being improved: !/ IL �f 1--� .1 Address of property being improved: • I _ ,(,/ //q_,-f'f: (J 2 ,, 3,14w _ General description of improvements: * •in / Owner: JIM ' Address: y' /�Mlriii V k aCk Owner's interest in site of the improvement: JOO 6 (3.4?,Q.9.3 Fee Simple Titleholder(if other than owner): Name: David Wesley Patio Rooms Contractor: 9951 Atlantic Blvd,Suite 317-5 Address: Jacksonville,FL 32225 /, Telephone No.: 6)y--- 6 286 Fax No: Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: ‘tt t`t r !,� •� Ms( GOOoy, Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of rece0-dinW unless a di1ferdSat date is specified): NOTARY _ PUBLIC THIS SPACE FOR RECORDER'S USE ONLY ER / Comm.#GG 129755 _ My Comm.Expires Jul 31,2 21 Signed: ...:40001;4":4_- C.vG/,w_pate: 1� ' Before me this ,3 day of �,,,...'.. ' .nbrifitc�f QaSal,State Doc#2020011949,OR BK 19071 Page 967, Of Florida,has personally appeared , Ie� � i t,o‘� Number Pages:1 Notary Public at Large,State of Florida,County of Duval. Recorded 01/15/2020 12:37 PM, My commission expires: RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL Personally Known: COUNTY or RECORDING $10.00 Produced Identification rS��,�1r�j; City of Atlantic Beach APPLICATION NUMBER (----- t Building Department (To be assigned by the Building Department.) : y--. 800 Seminole Road. r –7 s' Atlantic Beach, Florda 32233-5445 I CC2 D , v� �-'" v w Phone(904)247-5826 • Fax(904)247-5845 /- Jal9`' E-mail: building-dept@coab.us Date routed: I /((7 f z C3 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM 1 -, • Property Address: --1--. 1 Us P RE, I,< Ey Department review required Yes NO( uildin0 Applicant: �AVI D [=,,s[ `� '[l Dnmg &tonin / Tree Administrator Project: SC_' REW Roo ink_ is orr - u lic Utilities Public Safety Fire Services Review fee $ Dept Signature _ Review or Receipt Other Agency Review or Permit Required of Permit Verified By Date 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. I 'Denied. Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING l-�_Z Reviewed by://?------, Date: ciZG TREE ADMIN. Second Review: Approved as revised. I (Denied. riNot applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: I 'Approved as revised. Denied. Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 I- `13 , TREE & VEGETATION AFFIDAVIT FOR INTERNAL OFFICE USE ONLY °s d Cit of Atlantic Beach r �. .f Y PERMIT# '-' �0 Community Development Department 15 800 Seminole Road Atlantic Beach, FL 32233 -on 9' (P)904-247-5800 SITE INFORMATION 111111 ADDRESS II i / i / r (_3 SUBDIVISION BLOCK LOT RE# / so,27, pf ❑ RESIDENTIAL U COMMERCIAL ❑ OTHER APPLICANT INFORMATION NAM /Lb /G4J t PHONE#(.3 7/n�'6 ADDRESS Af39 4/e)./ 4 _k( ( ei CELL# CITY ‘V STATE ZIP CODE EMAIL , 9 oda() )oa 6 c,�a.4 f CIDP ❑ OWNER ❑ LEGAL AUTHORIZED AGENT I affirm that I have reviewed the provisions • Chapter 23, "Protection of Trees and Native Vegetation", of the Municipal Code of Ordinances for the "ty of Atlantic Beach Florida and/or I have participated in a pre- application meeting with the Administr. or of those regulations. Subsequently, I affirm that no regulated trees and no regulated vegetation wil .e damaged, destroyed and/or removed from the above-described property and/or adjacent propertie ncluding right-of-way. (A)C I HEREBY ERTIFY THA ALL I FORMATION PROVIDED IS CORRECT:Signature of Property Owner(s)or Authorized Agent ... CY Z ft i , „ / ... C-:".7,7— / /3/zo SI NATURE OF APPLICA.'T PRINT OR TYPE NAME DATE SZO SIGNATURE OF AP'LICANT(2) PRINT:' TYPE NAME DATE Signed and orn before me on this /v2 day of ...-,m, A , 44 by State of i lif County ofLfro I' �� ��GOODS Identification verified: , / P 1'I' /��' NOTARY Oath Sworn: ❑ Yes ❑ No / J _ PUBLIC „l Comm.#GG 129755 No - gnature - My Comm.Expires Jul 31,2021 0T; OP ' My Commission expires �'. TFOF F,Os .� 04 TREE AND VEGETATION AFFIDAVIT 03.01.2018 r (To0..J. City of Atlantic Beach = ; vr APPLICATION NUMBER ; 0 -` Building Department be assigned by the Building Department.) 800 Seminole Road JAN 0 \�j s. Atlantic Beach, Florida 32233-5445 7 � � I���� V Qd Phone(904)247-5826 Fax(904)2 845 // — J111g'' E-mail: building-dept@coab.us Date routed: Z C) City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM 1 Property Address: - � OS P RE- I< EyDepartment review required Yes No j'\ _ ildin� Applicant: AV i c WP-,St.,:K7 YTt D nmg &Zoning-23 Tree Administrator Project: SC'..._ .1,•___D ROOIV\ ori cPuThlic 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. I 'Denied. f Not applicable (Circle one.) Comments: BUILDING ` PLANNING &ZONING Reviewed by: .y ,i/ , / pate:Z.-- 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 � I 1 ' . (‘‘.14:C141 I, 1 ‘ cN 1 .. 1 „ t--, -Si - , - ..... N ,... '' / W ' • I 1 1 moi. N4 1\ 1 N ‘ 1 Je 7 ‹ , --.., ; 1 �( c4 ^c am - bb I (- ': ."--i I ‘N-,\' ... 7 4.0 _ ` _ z_-_:-=-=_ ___ __ ----_=_-_-_ 1 I 1 o ,‘: )...e ri. City of Atlantic Beach APPLICATION NUMBER ,MBuilding Department (To be assigned by the Building Department.) =•� >=`` `i 800 Seminole Road s� 1\Q-0. Z , 000Z- -6v Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 A01119 /w E-mail: building-dept@coab.us Date routed: I � f Z C3 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address:4SC) Os P RE- b'< a Department review required Yes No ildins) Applicant: L- Avi V ) SL7 \-" R.--n DHing &Zoning Tree Administrator Project: S Q._P_E�V.--D Roo✓1/`„ .-'. lc ►►or . 'ufblic 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. I 'Denied. I Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by. — Date: A-8— 70 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 MI' SHOWL IG BOUNDLJE' STIR'-7 a ' LOT 4/ BLOCK --- AS SHOWN ON MAP OF '564.1/.4 C 4&E-i AS RECORDED IN PLA T BOOK 4/ PAGES 'S j.654 QF THE PUBIC RECORDS OF DUVAL COUNTY. FLORIDA CERTIFIED FOR: 1/E2f5E 2 T EQQ,eE T 5 t&-FT £/4C.E2/E C.02.4)6a— ilia a.J /11,02.rC4E C� CORA .1 �i4Zre.E•11 I i 4L 77k 5E�(//CE'S, LLC 57 k '427- 77 7—C. �U42 I )TY CO. ' 7' 2 ,OC i 4 - • Porro . 111.4_ t OCC. Co 25. �/Z../•P P . C.,,r * /ORB 34 '‘, ,rit 117 Pale •s - N 2 .�l�2�/ 4° 0 --), ,,,,000.,,,, ,..., . ,., c,. ,,z IJ .. %yr o 0 ,, ...:. % . ....,,, . ... .p... .:, cr. . . • r)1.t. ,.. .. - . . .` f7&PNOi �Q o �I ����f 0 8-0 - 41gZ°e) z'S.oO �'ZQ 7Q Re.c 0.5 ,o2E-y , G Cv'.i) 'S4 ) THE PROPERTY 9101001 HEREON APPEARS 7D LIE WITHIN FLOOD HAZARD ZONE X AS SCALED FROM FLOOD INSURANCE RATE MAP 000/ FOR THE CITY OF 47 4.4,41T/C , FLORIDA. DATED a•/7 -g4 . AND IS SHOW AS A COURTESY ONLY AND DOES NOT CONSTITUTE A OERYWCATION OF SAME TRI—STATE LAND SURVEYORS, INC. 8411 BA YMEADOWS WAY SUITE #2, JACKSONVILLE, FLORIDA 32256 (904) 731-7235 LEGEND BEARINGS BASED ON �/k) LNVE AS SHOW. • CONC. """ WS SURVEY DOES NOT REFLECT OR DE TERWIWE OP1 'SVP. • Rai cm _ (SEI MM CAP /LB 492?) NOT VALID $I1HOUT THE SIGNATURE AA49 THE ORIGINAL RAISED SEAL , -x-FENCE OF A FLORIDAL CENSIED SURVEYOR AND MAPPER. , o IRON Cat(M NN THIS 9mIEY BASED GOON DESORPTION AS FURlN9NED, AND NITHOUT ®aross cur BENEFIT OF A TITLE !WIDER/ABSTRACT OF PILE AND/OR DEED RESEARCH. SRL. OUILINPIC PCS7RIC77aN LIME Esvr EASEMENT LARRY G. Y PLS. No. 4144 R ��m ARAA SCALE.' / 'ZD cum, At BROADSTRcET, P.SM. Na 5814 A/C AIR CONDIT7aMNG PAD it // —/I� (R) RADIAL DISTANCE FIELD NARK DATE• Z•ZO-OQ REGISTERED SURVEYOR AND MAPPER. co'`'arm 90VA TURE DATE Z-Z"3-404 STA TE OF FLORIDA (LB /4921) F B. / PG. 3g_ ORDER NO._0..g... .45?....... \ • 'I N \ \ \ \ \ \ \ 0 7,- I HOST- • RE \ `\ o' of E \ \ \ \ \ a •• — \ • • • 3 I I \ m /' /' / / / / I, ./,� / ' ' ' / / •'•; '• /. ,v / • v8 fi c k .6. .' /• /• /• ,• / V 'II / /' /' /' /' /, /. /, /• I• / v' /' i /' / v .- 41 /' /' /' /' •/ / / / -o<D re gl E, '11 /' /' /' /_ ,.7 �.7 ,./ /./ ,•,,I /I "C-' O I ;, I T � . 'to./ /./ 3 ELITE C(�MPOrS1TEP IELV1'OF /' ,''°1./I b rd-'3 • g 1 /41 ,• , / /' /' /' // / ./;, ,'I 301 N 55/' /' / /• / /. ' ' / �, 11 / / / / / / / .!1 g /is ,•' / /. /• / /' /. / /5, / I ta r / / / /' / / / / / •', / /' ' /• ./ /' ' / /I,, b I 1.1"...-'--.."--.-`=--.../....---'---%"(-----4---7.:-..-..- �JJ. I fjjkk�ff / / /. / / / / - / 1--L--t"---/:--40—L—Z 1 17 I--_. 0 I a>i E m PLAN VIEW SCALE 1/4"=1'-0" b.- o STRUCTURE IS TO BE DESIGNED AS A GLASS ROOM v 8 a a FOR POSSIBLE ADDITION OF GLASS AT A LATER DATE. N v o ts o D . E vs CHIMNEY `\ F 6 6"LOAD WIDTH _ \\\ • -• o ii 1 ` ` I I g2'8 \ \ y co Q g_ 2 ` 6'0" 6'0" SO" 5'0" 3'0" w SO" SO" \\\ `\\ \ o \ \ ://:!i iiiii/iiii /.,/iii/iiiii/ /r./;:2://////////1'%.>:////. //// c� //iii///ii //./iii/ii/i/ \ \ ii 8 \ •//////ii/i/ii//i : ,.://///./././././././//: S ,././////i/i/ii4.'//iii//ii/// ',7..///////,' :�iii/i/iiiii '/./////////// \\ oCi \ : ////iiiii///ii/ //i//'Viii///iii r.0i.--iiii/iii//r/iii//,,/; yi////////// •///iiiii//iii ///i/iiii//i' CJ \ . //. /i./iiii/i/tii/// / /"///"//"' . . \ \. E CONCRETE FOUNDATION WITH 12"X16"MONOLITHIC FOOTING 'i E£- 2 12'0" -I F- 13'0" 10 0" E " 1 I _ -----• ^. v LEFT SIDE ELEVATION LONGITUDINAL ELEVATION RIGHT SIDE ELEVA 770N a i'i y SCALE 1/4"=1'-0" SCALE 1/4"=1'-0" SCALE 1/4"=1'-0" 0LA B g SCREEN/GLASS ROOM FRAMING NOTES: SCREEN/GLASS ROOM FRAMING NOTES: SCREEN/GLASS ROOM FRAMING NOTES: - $ rn EDGE BEAM TO BE 3"X2" .- ALL COLUMNS ARE 2"X6"SMB OR 4"X4"X0.125" ALL COLUMNS ARE 2"X6"SMB OR 4"X4"X0.125" 5 ALL GIRTS/HEADERS ARE 2"X3"X0.05" ALL COLUMNS ARE 2"X6"SMB OR 4"X4"X0.125" ALL GIRTS/HEADERS ARE 2"X3"X0.05" C7rue ALL GIRTS/HEADERS ARE 2"X3"X0.05" sheet# s—I *Contractor may change framing member sizes as long as new framing member meets the span requirements per attached tables. 11 T c 0 LT D oD < a � Q ��rn� o n, a o 7 Fp' n 7 p as ( 3 ca 5 Fp j y '� o N H � Oo a -b� rD o v3, q < V, = n7 o a3 S_ z a 3E. pl f 5` v m n 3 n v 8 `< < s n D c a n <o v 5 d n a 7 3 Lo 3 n-< o rD Cu 7 - 7'-< Z d N y a C O r7D < N C rs to p, 2 �n V, u3 rD Ln -.i 3 Cun cn v Els- 7 7 c o a rro n<, v Cr 7 G' 3rD 3 z g - ("TT `n SD, ° 3 r a n cn 3 O a - -^lg -% n O 0 7 f n, n .< CD Cr m a C D 7 N Q Sr'7 O N T fD V . - o rD 3 m c g g - u: toro N arr v r 7 O c v Grl� (73 la o N o n- 2Qi @, 7 (0 `n. U1 vo ro n 7 Gl Z o. O c o3, E 7 m E `^ o v C N- N Q O� C71 n O 7 m G1 �- - N 7 n 0, Q1 6, 7 8 7 C 7 O c7, 7- - "' r'/ Q., r1 Q a L Cr, R. Z oNp a � �^ > > m ^ n rD FE v ro c '^ �'D > > a v ro < rQn rD '. m mncu a v n x m O F cr DJ 7 (D 0 A. a a RI = rc a -r-,� C c Gl 0 o a • a T " C -0 �y £ (�"1 - _d a 7 0D ro C 7 rD GI m 7 a x vn ,3i, a < 4j O v t], � (n rD P O m d ? a D o o O 7 p. co C 7 G, o N N 5 V, f1 a 1--• O 7 Q P (n a CO 7' \ Vf D, rO it A n 0 ` ©COPYRIGHT 2019 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF THE ALUMINUM ASSOCIATION OF FLORIDA i • HOUSE ROOF n ROOF PANEL SPAN(FOR FASCIA ATTACHMENT) OVERHANG i 1 / p ROOF PANELS PER D REFER TO BOTH ROOF PANEL TABLE 401 opprier C FASTENING AND EDGE BEAM 3 CONNECTION DETAILS(CS) S LOPE C / v 3 T n Cl') �� I (REFER TC -ABLE 402), j; r / �r++ -,.I; —I ROOF //CON, : - c OVERHANG 2X2 HOLL+ (ItYPICAL_ / •, LS) (2.U" SIDE W• MEADER) � % i n 9 MAX.) ROOF P•. •1 •' SPAN(WALL A HMENT) /� /-,� / Z z I /,' I �, 1 a Z �REP%TOTA= I , MIVDOW/, • co i co / FOI POST DESI 1 —I / /� .A F) a =6 ,nr1DoW I I ��r,. • c�/� 4 4. I 36' +++1 �I• ,��,� V1 O 0 i 7,7 7n/rrr�ri 7 I LOCATIO ' . -'� D / Z.0•i:TION.,• LA . "'-',1_ /,/,j) INCIDENTAL ��� �j�T •��4 / o //// is TE ,.� i TQ'DES1GNr' % TE: � ,rirp c crl _ rip 1✓1/LLG�: A�� .f1l�I 1%; ullllU�1� o .4 L J m a a TYPICAL(SHED TYPE) SCREEN ROOM SECTION / SIDE VIEW N _._ in NOTES: FOR ALLOWABLE SPANS,REFER TD: 1)ROOF MAY BE CONNECTED TO WALL OR FASICA PER DETAILS 1 TABLE 401 FOR ROOF PANEL SPANS 2)MINIMUM ROOF SLOPE(FALL)1/2"IN 12"FOR INDUSTRY STANDARD v TABLE 202 FOR EDGE BEAMS 3"RISER PANELS AND 1/4'IN 12"FOR COMPOSITE PANELS u. TABLE 403 FOR POST SPANS 3)ALLOWABLE AVERAGE HEIGHT OF ROOM T-6"(MIN.) (D TABLE 404 FOR GIRT SPANS 4- N • (/COPYRIGHT 2014 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF THE ALUMINUM ASSOCIATION OF FLORIDA " Designed in accordance with the 73 ti AAF Guide to Aluminum Construction in High Wind Areas as REFER TO SITE SPECIFIC SHEET 1 Published by the Aluminum Association of Florida FOR PROJECT NAME,LOCATION 0 .LI Referenced by the AND DESIGN CRITERIA a 6th Edition(2017)Florida Residential Code(R301.2.1.1.1) and 6th Edition(2017)Florida Building Code(2002.4.1) Chapter 4-Glass Enclosures Chapter 4-Glass Enclosures 0 0 0 0 O 5"COLUMN(SHOWN) o z COLUMN SIZED PER TABLE 403 z o P. 0 6 THICKNESS AND LENGTH__ PLACEMENT OF 1X2 OF ANGLES BY TABLESOLE PLATE —z 7 INCIDENTAL TO DESIGN f w FOOTING HEIGHT&WIDTH BY O CONCRETE ANCHORS,NUMBE z z LOAD WIDTH OF ROOF AND REFER TO TABLE 403 FOR DIAMETER AND MINIMUM f V 3 ALLOWABLE SPANS EMBEDMENT PER TABLE 407(TYPICAL) 3 U O w WIND ZONE IN TABLE 406 IF 2"MINIMUM w F- = ODNCRETE FASTENING PER U U CONNECTION DETAILS BY . �'! w O LOAD CONDI ION z c4 Z CZZ 0 al~ .n_ o FE,rn E uW to + EDGE DISTANCE s O G w (PER TABLE 413) a cL 5 EPDXY 6"LONG#4 F Ece a Q aREBAR DOWEL 12"FROM COLUMN/ FOUNDATION FASTENING (BEARING WALL) a o i. ENDS OF SLAB AND 24" iir_ EXISTING CONCRETE(4"NOMINAL) SELECT LOAD CONDITIONS BY BEAM SPAN&SPACING IN TABLE 402 W = O.C.(MAX)TYPICAL N.1‘1111 l' Y GIr ro z .• ' �, 3" COLUMN SHOWN SIZE _ z Q- -=Tr CONTINUOUS#5 BARS PER TABLE 506 cc COLUMN PER TABLE 403 a -'o " o (WHERE REIN9. FORCEMENT IS SPECIFIED 2'X 2"X 1/8"ANGLE EACH O c° o N AS TOP AND BOTTOM,ADD#3 SIDE 2 EACH#14 S.M.S. 0 3 Lt o WIDTH(PER TABLE) STIRRUPS 0 12"O.C.) PLACEMENT OF 1X2 SOLE EACH SIDE(1"O.C.MIN.) 3 :g...5)c u o = PLATE INCIDENTAL TO DEIGN z .5 o SECTION/ RETRO FIT FOOTING TO EXISTING SLAB F3 itic, .�.E•,.7.4 " F. L 3/8"0 CONCRETE ANCHOR 8g 0 °.g.9•° o \ 4 W/2"EMBEDMENT(MIN.)(TYPICAL) k IN 2"MINIMUM $ z3 `F'Q 1 v m a m T. N ryA Q-o-12' ON.L COLUMN / FOUNDATION FASTENING(NON-BEARING WALL) s s b 1- o= gw .b Y °Y e5 J SHEET# R-02 Page 4- 7 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition)2.0 . MF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition)2.0 Page 4- 10 Chapter 4-Glass Enclosures Chapter 4 -Glass Enclosures NI 1 X 2 08©PERIMETER COLUMN(SIZE PER TABLE 403 BY WIND ZONE) NOTE#:USE 1/4"0 X 3"LONG LAG SCREWS INTO a o WOOD HOST AND Va"0 X 2Y"LONG CONCRETE 0 o SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION o THICKNESS ANGBY TABLE LE 407 CONCRETE ANCHORS, l� (1"EMBEDMENT TYPICAL)SPACING 24"O.C.AND OF ANGLES BY 407 NUMBER,DIAMETER AND , ` WITHIN 4"OF EACH PERPENDICULAR MEMBER o MINIMUM EMBEDMENT PER tr TABLE 407(TYPICAL) 1"X 1"X 1/8"ANGLES 2"LONG WITH 2-#8 X 1/2"LONGPLACEMENT OF 1X2 SOLE PLATE rINCIDENTAL TO DESIGN �_,I �rS.M.S.AT EACH LEG TYPICAL EACH SIDE,TOP!i�BOTTOM} W O �.i 1 j 11 ie p .....,.,..n. J u c Rlz6- ' 'tiosrpkOcruciE gtEmeirr ' _. ; . O- 6 111 1 8 6 FACE OF WALL `13Z V ` a y 0 0 ce TOP VIEW EDGE OF CONCRETE .. • .. • • • d F'A, z z Wa L.' COLUMN TO CONCRETE FASTENING "- w x CONNECTION WITH EXPOSED•FASTENERS• O 3 (DETAIL DEPICTS BEARING WALL ONLY) 3 i 1- F H 0 G_ _ ,� 1 X 2 OB 41 PERIMETER ~ � id COLUMN SIZE PER TABLE 2" REFER TO NOTE#1-THIS SHEET a = 403 BY WIND ZONE) NCUMBER,DIAMETER AND NCREIE ANCHORS, 2-#10 S.M.S.FROM INSIDE FACE OF oc O N o o I MINIMUM EMBEDMENT PER 1 X 2 OB INTO SCREW SPLINES OF 0 3" o N BOLTS THROUGH COLUMN �" o PER TABLE 407 TABLE 407(TYPICAL) ,�� • __ 1 X 2 OB(1"EMBEDMENT MINIMUM.) o �'Ili $o c z PLACEMENT OF 1X2 SOLE ? I f�i 1"X 2'OB SOLE PLATE !*4 `... z 's m ° d o PLATE INCIDENTAL TO DESIGN i_•..• i ai,I r ^ c y.E 8 v m V ` 7 ,rj` .UaE�. a g IIIIVW- �iiiwii .57,04 c a E m ' , I' .. - •HO�I.C�'R IfTf lrfE 8.EM�fT'[`. • y Z a 6 1-----=' w`.' • irRV\.�J{I{L G'I��p 1" Aa4y. " o O N•L 0 2,500 PSI 1/4"0 X 2Va LONG APPROVED - - • g� Ry i 1"(OR LESS) l CONCRETE CONCRETE ANCHORS 0 24' • , � F (TYPICAL) O.C. (fl PICU) S • > 04 w v $ CONNECTION WITH CONCEALED FASTENERS W 4, WALL FACE ELEVATION COLUMN TO CONCRETE FASTENING 0 PARTIAL ELEVATIONS/ 1X2 TO 1X2 CONNECTIONS (DETAIL DEPICTS BEARING WALL ONLY) 4 SHEET# R-03 Page 4- 11 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition)2.0 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition)2.0 r Page 4- 12 Chapter 4-Glass Enclosures Chapter 4-Glass Endosures NIil1 X 2 OB QD PERIMETER \g 1 X 2 OB©PERIMETER 1"X 1"X 1/8"ANGLES a a2"LONG WITH 2-R8 X 1/2"LONG 0 c FASTEN PER NOTE#1 FASTEN PER NOTE#1 S.M.S.AT EACH LEG o o — �, _ 1"X 2-1/4"X 1/8" (TYPICAL EACH SIDE,TOP&BOTTOM) 1"RX 2-1/4" XO1/8" e_ 6 2"X 2"HOLLOW RECEIVING CHANNEL z HORIZONTAL(GIRT) �; F 17 i L) f MK 7 1 1. W 0 z M.4 • , ,� M ,. f CA Ij ,. a a _ 1"X 1"X 1/8"ANGLES \ ~ o▪ ',..sl 2"LONG WITH 1 CHANNEL ALTERNATE POST/COLumN ° ti 1 x. 6 2-#8 X 1/2"LONG V POST/COLUMN o 14 y 7. S.M.S.AT EACH LEG. vi q (TYPICAL TOP& ` w p wT. BOTTOM) z a°L Q w CONNECTION W/EXPOSED FASTENERS G a CONNECTION W/EXPOSED FASTENERS a 0 0 S 0 0 i 4-#10 S.M.S.FROM INSIDE FACE OF o 10POST INTO SCREW SPLINES OF HOLLOW FASTEN PER PERIMETERNOTE#1GIRT(1-1/2'EMBEDMENT MINIMUM) low ,.- = `� • A — r GIRT OR z . -.v 2"X 2"HOLLOW CHAIR RAIL o g o e 0 0 -i HORIZONTAL(GIRT) o 3-' Gg 0I �.�..._ 3 .$Aeo o d o 2 b V z '' NOTE 4:USE V"0 X 3"LONG LAG SCREWS INTO c 3 c U c O WOOD HOST AND'/a"0 X 2'/a"LONG CONCRETE si SCREWS INTO CONCRETE OR MASONRY CONSTRUCTIONo 'L Q �' S (1"EMBEDMENT TYPICAL)SPACING 24"O.C.AND :::' o 0. I? a _ 'k WITHIN 4"OF EACH PERPENDICULAR MEMBER SELF MATING POST m o-S a a o ❑U 3 w �w O ° aa ;E z ` 2- # 10 S.M.S.FROM INSIDE FACE z ;, — OF 1 X 2 OB INTO SCREW SPLINES 8 'J •v N-° \ \� OF HOLLOW GIRT(1"EMBEDMENT CONNECTION W/CONCEALED FASTENERS = y w c 0I I MINIMUM.) :v_— ' CONNECTION W/CONCEALED FASTENERS PARTIAL ELEVATIONS/GIRT TO POST CONNECTIONS t ` 4 V PARTIAL ELEVATIONS/ 2 X 2 GIRT TO 1 X 2 CONNECTIONS 4111/10 SHEET# - R-04 ` ME GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition)2.0 Page 4- 14 Page 4- 13 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2011 Edition)2.0 GI ROOF PANELS(SELECT ROOF PANELS(SELECT 6 PER TABLE 401) PER TABLE 401) m m O " ") )1' 7°7'7'T''J--=== / l".11/m I.41", ..,- '=--= > / / / / / / / / / / / / / / / / / / / / / / / / / i / / / / / / / / / / / / / / / // / / / / / / / / / / / / , 3 / //// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 3 ,-// / / / / / / / / / / / / / / / / / / / / / / ' / / / / / / / / / // n / / / / / / / / / / / / / / / / / / / / / / / / / / / Z r — L� 4.1 111 --�,._1�f1111 / — X ' :=Siiiir MA III 1 6_1..._ e n O _ Nil - BOLTS SELECTED PER TABLE 407 �' BOLT THROUGH BOTH FLANGES OF 9mosssillijr,r," POST AND BOTH WEBS OF EDGE BEAM I un I POST FLANGE 1 Y REMAINS INTACT''' \_ m Z I EDGE BEAM EDGE BEAM SELECTED o 402SEWIND ZONE PER TABLEPER AA WIND LE 402 BY Al VT I a IPOST SELECTED BY WIND ZONE 7" I FROM TABLE 403(NOTCHED TO rn BEAM)BM) I /V1—_ cx o SECTION (WALL FACE)ELEVATION N o EDGE BEAM FASTENING DETAIL- DIRECT CONNECTION/ HOLLOW POST (EDGE BEAM CONNECTION DETAIL#2) \ 4 / P:1 A o, 6YOPYPI1:HT 11114 NOT To RF PFPPmI If F l IN WHn1 F no IN PART WITH01 IT THF WPITTFN PFP MI CCION OF THF Al I IMI NI IM accnerATION nF FI OPTICS g el m m� O rnI > riilqx i '° N x 3b rn 73 C h• T mI $0 fin = r) '14: TrY � { VI V Z O2 ,, _ z z \\_I- :II :, -- n - In?:,,:, ,:::,,::::,:::,,::,,ro- t7 = 2 fINN IEr 0 Z Cl 1 q ( Z2 r m 0 ml T I� 1_ - O O m� N D Z g V O A xiig o Z m rn � gc 4. �� �? 9 91 091g oii x. A 1 2 ti 2g 0 o O• 2 N VI O z x I 0 5 rri I— co IO ID A CO . (ICOPYRIGHT 2014 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF THE ALUMINUM ASSOCIATION OF FLORIDA , Designed in accordance with the /A) x AAF Guide to Aluminum Construction in High Wind Areas as REFER TO SITE SPECIFIC SHEET 1 I rn Published by the Aluminum Association of Florida 1FOR PROJECT NAME,LOCATION 0 4 Referenced by the AND DESIGN CRITERIA (11 # 6th Edition(2017)Florida Residential Code(R301.2.1.1.1) and 6th Edition(2017)Florida Building Code(2002.4.1) , Chapter 4-Glass Enclosures Chapter 4-Glass Enclosures a A COMPOSITE ROOF PANEL - 1'X 2"oe(SIDE WALL) a Fe0 (REFER TO TABLE 501) %� #LO S.M.s.X Ha' ° /- LONG 0 24"O.0 i #10 S.MS.X 1-1/2"LONG 0 24"O.C.o #14RECEIVING CHANNEL WITH ,i_� /X14 X 3/4"S.M.S.0 10"O.C. ! *14 S.M.S.2"LONG oF TOP AND 80TTOM 1��, ~ u� / 2- r 10 S.M.S.FROM INSIDE FACE OF CH 3I'X 2"OB INTO SCREW SPLINES OF gg�� • - • • O(J O 1 *14• S.M5. 3/8'DIA. _ I 1'X 2"PNCHORS BEDMENT MINIMUM) W O D a 0O•ry O Q O f5 .— 1111111 2'LONG O O CONCRETE i 'rl FOUNDATION '_TO r M Q Y EXISTING MASONRY �, ANCHOR W/2"F_ FASCIA TO WITHry I Z 0.rVI 4EMBEDMENT — 54-0 X 21"LAGS 112"ON CENTER .. HOST STRUCTURE. OR WOODD mi. (MIN.)(TYPICAL) N .1— is1 I _ -12111111111111 ALONG HEADER .. PERIMETER WALL ~ Z o 11 .• FouNcOITON II w z c? o NOTE:FASCIA MUST BE 2'NOMINAL - .I". A R 1"NOMINAL FASCIA MAY BE r • E AUGMENTED TO 2'. i O Q 0. w Woa z COMPOSITE ROOF PANEL CONNECTION TO HOST FASCIA , " - a w EXTERIOR CORNER DETAIL w w (PARTIAL ELEVATION) 4 r O WHERE PROXIMITY OF HOST = EAVE PROHIBITS INSTALLATION 3 - OF FASTENER INTO TOP OF a _ PANEL,FASTEN PANELS a a �. BOTTOM W/6 EACH x 14 SMS PER : = ^N - k4 PANEL(THIS APPLIES ONLY TO i a .ti 2. N 8 o MAXIMUM ROOF PANEL SPAN OF aQ t o`"' lY AND A ROOF HEIGHT OF B, °c 0 ° •o oz EXISTING FASCIA ALL OTHER APPLICATIONS ; o °J Lj '-- 3/8"0 APPROVED 10 Z REQUIRE SITE SPECIFIC MASONRY ANCHOR _ 5.W U e o ENGINEERING) 2h"EMBEDMENT , 6� c 4.�O V , • 1 L QE w m o • r • WOOD FRAMED MASONRY HOST 1-1/2•LONG*10 S.M.S. 2"X 2"X 1/8"ANGLE g 3 u b g • • O• 0 ° O 0 O °. O STRUCTURE PERIMETER 0 24"OC(TVP.) 0 W/$14 AND 1/4"X 3' i gu c 5 au'c o� O •° O 0 . 0 O.0 • ° +++IJJ��+ • • WA . - - ANCHORS(TYPICAL). . 0 F E ° s•r=:•a m .5 B w;B w 0° x14 S.M.S.2•LONG 1•X 2'(OB)W/1-1/2• Or y . d_C R ,o *14 SMS 10"ON CENTER EXTRUDED OR ROOF HEADER illiLONG#10 S M.S �• a'a!!...ti. 1- THRU RECEIVING CHANNEL • (A.K.A.RECEIVING CHANNEL) III i 24'0.C.(1W.) i . T i WITH Va"0 X 21"LONG LAG u p c INTO PANEL TOP AND BOTTOM q a o ° SCREWS FOR LUMBER HOST 1 (ROOF BEARING WALL) 0 —r X 2"HOLLOW o u v•a PER STUD-3/8• "0 X 2Vx'LONG i 3 y °o w O COMPOSITE ROOF PANEL CONNECTION TO HOST WALL MASONRY SCREWS FOR — �' re o �� F. MASONRY HOST 16'D.C. (EXTERIOR PANEL) > 3 2 w C ,o EXTERIOR CORNER DETAIL $. ROOF TO HOST CONNECTION DETAILS 4 (PLAN VIEW) 4 SHEET# R-06 MF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) Page 4-24 ' Page 4-21 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition)2.0 2.0 , r `)COPYRIGHT 2014 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF THE ALUMINUM ASSOCIATION OF FLORIDA A A upA xD ALLOWABLE SPARS for BEAMS SUPPORTING SOLID ROOFS in Gass Rooms Table 402c (ASD)Applied Unit Load = 30.4(PSF) Wind Zone= 130 MPH Exposure Category:C Alloy=600575/6061T6 Contributing Load Width/Spacing Single Extrusion Profiles 5'-0" 6'-0" I 7'-0" I 8'-0" I 9'-0" I 10'-0" I 11'-0" I 12'-0" . . . 3'-2" 2'-11" 2'-10. 2.-8" 2.-7" C) 3 X 2 X 0.050"Hollow 5'-5" 4-11" 4-7' 4'-3" 4'-0" 3'-10" 3'-8" 3'-6" 6 3 X 2 X 0.072"Hollow 6'-8" 6'-1" 5-7' 5-3" 4'-11" 4'-8" 4'-6" 4'4" Im • • r.r s -. "r. - .- .-• - o 5'-5" 5-2" 4'-11" 4'-S" 4'-S" p 2X4 SMB 6'-2" 5-8" 5-3" 4'-i1" 4-7" 4'-5" 4'-2" 4-0" n D 2X5 SMB 7-10" 7-2" 6-7' 6'-2" 5-10" 5-6" 5-3" 5'-l" a c 2X6 SMB 8'-9" 8'-0" 7-5" 6'-11" 6'-6" 6'-2" 5'-11" 5'-8" 3 2X7 SMB 11'-4" i0'-4" 9'-7' 8'-11" 8'-6" 8'-0" 7-8" 7-4" C 2X8 SMB 17-3" 15-9" 14'-7" 13'-7" 12'-10" 12'2" 1l'-7" 11' 1" ' 3 Combination Sections 5-0" 6'-0" 7-0" 8'-0" 9'-0" 10'-0" 11'-0" 12'-0" c) i O 2)0 1-1T+1X2 OB 6'-4" 5'-10" 5-4" 5'-0" 4'-9" 4'-6" 4'-3" 4'-1" _ th CP _2X4 1-17+1X2 OB 7-9" 7'-1" 6'-7' 6'-2" 5'-10" 5'-6" 5'-3" 5'-0" r 2o 2X4 SMB+1X2 OB 7-0" 6'-5" 5-li" 5'-7" 5-3" 4'-11" 4'-9" 4'-6" o 2 A 0 v, z .- i = ALLOWABLE SPANS for Carrier Beans or Intermediate Roof Beams in lass Rooms Table 405c o v. C FOR Wind Zone = 130 MPH Exposure Category C c I F I Beam Extrusion(Profile) Beam Spacing /Tributary Load Width n o of Alloy: 6005T5/6061T6 6'-0" 8'-0" I 10'-0" 12'-0" I 14-0" I 16'-0" I 18'-0" i 20'-0" I 22-0" z 2 X 4 X 0.045 X 0.100 SMB 5'-8"a 4-11"a 4'-5"a 3'-11"a 3'-8"a 3'-6"a 3'-3"a 3'-1"a 2'-11"a 2 X 5 X 0.050 X 0.116 SMB 7-2"a 6'-2"a 5'-6"a 5'-0"a 4-8"a 4'-4"a 4'-1"a 3'-11"b 3'-9"b 2 X 6 X 0.050 X 0.120 SMB 7-11"a 6'-11"a 6'-2"a 5'-8"a 5'-3"a 4'-11"b 4'-T'b 4'-4"b 4'-2"b N 2 X 7 X 0.055 X 0.120 SMB 9'-0"a 7-10"a 6'-11"a 6'-5"a 5'-11"b 5'-6"b 5'-3"b 4'-11"b 4'-9"b CD 2 X 8 X 0.072 X 0.224 SMB 15'-7"b 13'-6"b 12'-1"b 11'-1"b 10'-3"b 9'-7"b 9'-0"b 8'-7"c 8'-2"c m 2 X 9 X 0.082 X 0.306 SMB 19'-9"b 17-2"b 15'-4"b 13'-11"c 12'-11"c 12'-1"c 11'-5"c 10'-10"c 10'-4"c n 2 X 10 X 0.092 X 0.389 SMB 23'-3"b 20'-1"b 17'-11"c 16'-5'c 15'-2"c 14'-3"c 13'-5"d 12'-9"d 12'-2"d Fs. Double 2X9X.082X.306 SMB 27-11"c 24'-3"c 21'-8"c 19'-9"c 18'-4"d 17'-2"d 16'-2"d 15'-4"d 14'-7'd Double 2X10X.092X.389 SMB 32'-10"c 28'-5"c 25'-5"d 23'-3"d 21'-6"d 20'-1"d 18'-11"e 17-11"e 17'-2"e N Note: Letter following span corresponds to Table 409 for Support Post Fastening Requirements O d> NI 8 a s NNNN ! FP t, XXX XXXXXX NNNN'N W NNNNN x XX NN ai C A A L X X X X X X A yXj X X L w w 's pe A A XX oo Q xOXOX xXO xxx x XX x x x x -°c A Y X x>xX XX `°O' x n ^R m o o 000 r _ o xx xag po .p 0 0�p 0p o p�p pp p p H N N,OO O:=-• l3 OV N N 1011 N '" O O N O O N O m OV - _ - N . o in1^O xx Q' XXX xx XXx x ^�vl000 j x XXXX XX ''"'� - oc D 1. 0°P PP'''P x x x x x x a - 0 00.... x x ' x[[[ app t0v N 0 0 0 0 0 Ste$. §E-4. §^;$ pO pO Y C '�H O O t/1 O O'''' O O N N N r r x — 8 111 N 1011 N$ W k g ` O O N O N O O IJ 3 �g a QQ a v��v�" ppp QEaaaQ ,,, . N i C 5 n n F F 5 f 5 5 o w o m m 3 F F f F F F G1°' .. 3 aiai m zQ 4 V V 00 o?' V°, 'Eli ul Q.2 V V+: ! .- m.2,4.2,10:1 `q a, - • cq 6ii * -1 o.o"; ?•'J., ": '1 yro ,m Ao J ovl o„°�,° °,�, r'=;i? pJ m- 7 P to p vv{f a, q p V m °'w V 111°'.. yam..wV my O Q v y�mm yin W •va 2p °1 0 ..NO-O °I W W~ 11 N N %N O; 6; 1coOifl z m A Z ,Q V m P W Y VJ m y v p',9-..4°'m v1 QQ : AVr Nb0, n Q - yV W V c]°'Oi S , • V ' ] -. Q �Nn-C _ 'owymA61.'7y ud4roq O A .i.O i'..4'r , NLI, No . P m . $ no oP n �Vm mm Vho: n Q,ym V m m.22g2 "'03 Vhmrn v? �'6!IE 3$ 610 ^ AA ,b y°I°I ,b' a m06'6;0 , o0 -g1v, Z n52o su1nx D 0°1°2 II- V,7°`.3 mw wV mmrn —, X. m m.2 N.)m ,..I A: mmgg6 70 1;QN �o" " N t; oNwS) 61w1;1y61� ..6- 1d; gi m x ° x 0�" .]a ,n v°i,.v, v±W V°'m y°' V D.. • •,m m m V°]m v1 0,j, . . m m E i� C N r do o .o'1;; , Chapter 4-Glass Enclosures- Exposure C Chapter 4-Glass Enclosures-Exposure C o o Concrete Slab Foundations with Monorlthic Footings(Detai Fl) Table 406a o Exposure C o - o zo Total Bottom Allowable Tributary Load Widths for Solid Roofs o ALLOWABLE SPANS for Secondary WALL MEMBERS Table 404 F - a0 Height(In) Width(In) Reinforcement` 110 mph 120 mph 130 mph 140 mph 150 mph 160 mph 0 (f;62T5 OR CHAIR RAILS n Solid Walls) t71 4"Nominal Patio Slab 3'-113/e" 3,41/4" 2'-104" 2'-5�%" 2'-I " 1'-103/x" ^z FOR 110 h Wild Zones rW.- F O np Bpowre C Table 404a 16 12 2 Each#5 9'-11" 8,4" 7'-1'/4" 6'41/2" 5'-4" 4'-8/4" f w Q (Solid Walls) Urit Load= 18.9_psf z 7'-4'/4" 6'-43/4' 5'-71/2" z U F Lnad Width/Spacing f f a 20 16 2 Each#5 14'-6%" 12'-2'/3" 10'43/4" 8'-111/4" 7'-93/4" 6'-101/x" Q (_^W a7 Extrusion 4'-0" 4'-6" 5-0" 6-6"-- 6'-0" 6'ti" -- T 0" U 2X2X.046 Follow S'4" 5'-1" 4'-9" 4'-T' 4'-4" 4'2" 4'-1' r 24 16 2 Each#5 17'-2" 14'-5" 12'-3W' 10'-7'/4" 9'-23/4' 8'-1' " r 0.La w a z 2X3X.050 Follow 7-8" 7'-2" 6-10" 6'-6" 6'-3" 5-11" 5'-9" O 24 20 3 Each#5 20'-5%" 17-24" 14'-73A" 1Z'-7'h" 11'-0" 9'-8" o W z c7 2X4X.05' 7-10" 7-30" 7-10" 7-10" T-9" - T 5" 7-2" p z LUCi ZX3X.072" 7-10" 7-10" 7-10" 7-10" 7-7 7-3" 7-0" vl F:21:3 9 Maximum Sparing(Vertical)7 ft c.c.,maidmun allowable span 7 10") ce a a< ce Exposure C a w0.' fOR 120 nph Wind Zones Fbriosure C Table 404b u., Allowable Areas of Wall[Wind]Exposure by Zone for Wall Bracing Table 412 u., u1w0 (Said Walls) Unit Load= 22.6 psf CC K Cable Pressure=> 18.9 PSF 22.6 PSF 26.5 PSF 30.7 PSF 35.2 PSF 40.1 PSF Load Width/Sparing 3 Pairs Wind Zone 110 120 130 140 150 160 3 6drusion 4'-0" 4-6" 5'-0" 5-6" 6'-0" 6-6" 7-0" 1 (TABULAR 152 128 109 94 82 72 1- ..__-, '' 2 VALUES 283 238 203 175 152 134 1- 2X2X.046 Follow 4-10" 4'-6" 4'-4" 4-1" 3'-11" 3'-9" 3'-8" 7 7 3 IN SOFT) 376 316 269 232 202 178 0 2X3X.050 Follow 6'-11" 6'-7" 6'-3" 5'-11" 5-8" 5'-5" 5'-3" 3 36"Lo n Solid Panels(Pairs) _ ' 3 b— _ 2X4X.05" 7-10" 7'-10" 7-9" 7-4" 7-1" 6-9" 6'-6" ' = c 1 317 266 227 195_ 170 150 h u 2X3X.072" 7-10" 7-10" 7-7 7-3" 6-11" 6-8" 6'-s" a 2 586 492 419 362 315 277 c Q- —N C N O Maximum Spacing(Vertical)7 ft o.c.;maximum allowable span 7 10") c o 0 Co ee et O Olu u L O FOR 130 nph Wind Zones Brposure C Table 404c oz = t ,o 4(j (Said Walls) Unit Lead= 26.5 psf 3 3 c•.t0 U c y o O=—a'7 Load Width/Spacing o o u o y •>,-c,- iu Edrusion ,b u a b 07 2 Ev-ij e ♦. 1:... ., ,. " 3'-11" 3.-8. 3.-6" 3.-5.. 3.-3" 0 0 c a c a w `0 7 Ca 2X3X.050 Hollow 6'-4" 6'-0" 5-8" 5-5" 5-2" 4-11" 4-10" z s ' Cj .°�. ev V. 5 §w'd - . T-1., 6-9" 6'-6" 6-3" 5-11" m m 'c §¢ u C r; 2X3X.072" 7-9" 7-4" 6-11" 6-8" 6'-4" 6-1" 5'-11" i--Oo. tor)'-..5L'`'N Maximum Sparing(Vertical)7 ft o.c.,maximum allowable span 7 10") z i v—.n o 0 C N G.0 4)._. O Li-1 2 2 = t7 C7 C7 0. W-a F5- u. t c o u ¢ m k SHEET# R-08 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition)2.1 Page 4C- 12 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition)2.1 Page 4C- 16 ` Chapter 4-Glass Endosures-Exposure C Chapter 4 -Glass Enclosures-Exposure C 44 0 0 z O O G O O SPACING(1N MOVES)OF 414 SMS FA SUERS TNRU cOmPOSITE PA PEES INTO EDGE BEA MS OZ TABLE MOTE#1:this Cade assumes an edge txea n wall thidrwss of at least 0.050" TA BLE 416 a #l4('k"0)SMS with 1'A"0 Fender Washers TABLE NOTE 02:this table is based upon ASCE?10 pressures using Allowable Stress Design("ASD') att spaced in accordance with Table 216 for the TABLE 6.07E d3:when tabular value exceeds 12,use 12 ?S Z selected edge beam by roof parte)load width Velocity Desgn ROOF.OADS WDT4S(?ER EDGE BEAM TABLES)1N FEETTT W p (Maximum spacing 12"O.C.) W F X , Zones qz hessure 5 6 7 8 9 10 11 12 £ i m 110 18.4 26.0 13 11 9 8 _ 7 6 6 5 ,� r/1 U i n. 777"Y//r77777rrr?r7 120 21.9 30.9 11 9 8 7 6 5 5 4 f U O F 7777777;67 130 25.7 3b.3 9 8 6 6 5 4 4 4 �., �� - ,77T1rr177777Tl77777777"7777• 140 29.9 42.1 8 6 5 5 4 4 3 3 < w PI V = 1. )) 150 34.3 48.3 7 6 S 4 4 3 3 i- = 0 3 = ///////////////!!///////!!////% Ll11JJJ1LLL!!/JJJILLl11JJJ 160 39.0 55.0 6 5 4 4 3 3 2 2 CS a¢z ° ��/ LCLL11/J-' 3 0 z p LLLl1/JJJILL!!11/J� 110 22.4 31.6 it 9 7 6 6 5 5 4 p U W 120 26.6 -37.6 9 7 6 5 S 4 4 3 on(; Composite Roof Panes(refer to w 130 31.3 44.1 8 6 S 5 4 4 3 3 E-.O o Table-101 for Allowable Spans) O 140 36.3 51.1 6 5 4 4 3 3 3 2 w CL 0.Q a 150 41.6 58.7 6 5 4 3 3 3 2 2 u. 1C4, p4 E i'T, W 160 47.3 668 5 4 3 3 2 2 2 2 w 10 O a 0. Edge Beam(selected from Table-102) 110 27.1 38.2 9 7 6 5 5 4 4 3 3 120 32.3 45.5 7 6 5 4 4 3 3 3 = The tables marked Table 416 are arranged,' • 130 37.9 53.4 6 5 4 4 3 3 3 2 r by the thickness("t")of the age beam • 140 43.9 61.9 5 4 4 3 3 2 2 2 150 50.4 71.1 4 4 3 3 2 2 2 2 o flange(penetrated by the*14 SMS). O = 160 57.4 80.9 4 3 3 2 2 2 1 1 F Gass Wall Post(select per Table-703) r , F, b 'c 1 110 18.4 21.9 16 13 11 10 8 8 7 6 3 ix _- 120 21.9 26.1 13 11 9 8 6 65 C .--:? w 130 25.7 30.6 11 9 8 7 6 5 S 4 s '�C rV•p g 140 29.9 35.5 9 S 7 6 5 4 4 4 cc c o. o 5 150 34.3 40.7 8 7 6 5 4 4 3 3 O 3 w rn 41 u. 160 39.0 46.3 7 6 5 4 4 3 3 3 ur y to o r4 o U 3 --''\ .1 V 110 22.4 26.6 13 11 9 8 7 6 6 5 3 �'p. U c ROOF PANEL FASTENING DETAIL#3 i C3 Y 120 26.6 31.6 11 6 6 5 5 54 z 3'- a�_ - iO 130 31.3 37.1 9 5 S 4 4 3 0 u O 2 c \ 2____/ q 140 36.3 43.1 8 - 5 4 4 3 3 o Q y v Q1 `-�� w a 150 41.6 49.4 7 S 5 4 3 3 3 2 , 'E e E TI:° O F 160 47.3 -56.3 6 S 4 3 3 3 2 2 00 oU C C 0 0 T. o w Av E e rou„ cc 110 27.1 32.2 10 9 7 6 5 4 4 5 +'d ALTERNATE DETAIL FOR THE CONNECTION OF 120 32.3 38.3 9 7 6 5 5 4 4 3 m t7 ¢ u p O 130 37.9 45.0 7 6 5 4 4 3 3 3 0 c,. a to o 1- COMPOSITE ROOF PANELS TO SUPPORTING BEAMS 140 43.9 -52.2 6 5 4 4 3 3 3 2 T i 150 50.4 -59.9 5 4 4 3 3 2 2 2 i a-� '--C 160 57.4 68.2 5 4 3 3 2 _ 2 a- ¢•y 0 0 p .0 C,---,.,....4 I - o.5 I c7d w� O 0 m SHEET# R-09 Page 4C- 17, AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition)2.1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition)2.1 ( Page 4C- 18 ELITE PANEL SPAN TABLES: 1. Net allowable loads are permitted to be multiplied by 1 .67 to derive ultimate loads (psf). 3' x 0,024 x 1 - LB EPS PANELS 3' x 0.032 x 1 - LB EPS PANELS 3' x 0,024 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, LLC NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN <FT) NET MAX. ALLOWABLE SPAN (FT) CONSULTING ALLOWABLEI ALLOWABLE ALLOWABLE ALLOWABLE STRUCTURAL LOAD (PSF) L/80 L/120 L/180 L/240 LOAD (PSF)1L/80 L/120 L/180 L/240 LOAD <PSF) L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 ENGINEERS 10 - . 1503 14.10 10 17.50 17.50 16.91 15.96 10 - - 8.31 17.66 10 20.11 20.03 19.42 18.81 20 1 .44 1 . 4 .2.22 10.35 20 16.64 15.96 14.06 12.16 20 18.11 17.66 _ -.36 15.06 20 1902 1881 _ 17.58 16.35 30 10.78 10.78 9.41 6,60 30 15.17 14.06 _ 11.21 8.36 30 16.80 16.36 .41 12.46 30 17.93 17.58 _ 15.73 13.89 P0 BOX 10039 40 - 6.60 2.85 40 13.69 12.16 8.36 4.56 40 . - .46 9.86 40 16.83 16.35 _ 13.89 11.43 Tampa,FL 33679 50 8.17 ' 8.17 3.79 - 50 12.22 10.26 5.51 0.76 50 14.18 13.76 10.51 7.26 50 15.74 15.12 12.05 8.97 Tat(813)857-9955 - _ 60 7.40 6.39 0.98 - 60 10.75 V 8.36 2.66 - 60 12.87 12.46 8.57 4.67 60 - 14.64 13.89 _ 10.21 6.52 70 6.81 4.51 - - 70 9.27 6.46 - - 70 11.57 11.16 . 6.62 2.07 70 13.55 12.66 8.36 4.06 rummies Description80 6.33 2.64 - - 80 7.80 4.56 - - - 80 1026 9.86 4.67 - 80 12.46 11.43 - 6.52 1.60 _ IBBUEO I-OR FBC Rh D]Orr an] &Man PRODUCT APPROVAL 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 (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) A NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE LOAD <PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD <PSE)' L/80 L/120 L/180 L/240 LOAD (PSE)1 L/80 L/120 L/180 L/240 n 10 19.00 19.00 17.17 16.53 10 20.50 20.50 20.11 19.24 10 21.97 21.97 21.52 20.97 10 24.17 24.17 24.17 24.17 20 15.01 15.01 15.01 13.95 20 19.61 19.24 17.49 15.74 20 20.77 20.77 19.86 18.76 20 23.6423.64 23.41 23.11 A _ 30 12.50 12.50 12.50 11.38 30 18.17 17.49 14.87 12.24 - 30 19.57 19.57 18.21 16.55 30 22.57 22.57 21.90 21.01 40 10.97 10.97 10.97 8.80 40 16.72 15.74 12.24 8.74 40 18.36 18.36 16.55 14.34 40 21.51 21.51 20.39 18.91 50 9.92 9.92 9.44 6.22 50 15.28 13.99 9.62 5.25 50 17.16 17.16 14.89 12.13 50 20.45 20.45 18.88 16.80 -I 60 9.13 9.13 7.51 3.64 60 13.84 12.24 7.00 1.75 60 15.96 15.96 1324 9.93 60 19.39 19.39 17.37 14,70 rA > 70 8.52 8.52 5.58 1.07 70 12.40 10.49 4.38 - 70 14.75 14.75 11.58 7.72 70 18.33 18.33 15.86 12.59 w O Wce 80 8.02 8.02 3.64 - 80 10.95 8.74 1.75 - 80 13.55 13.55 9.93 5.51 80 17.26 1726 14.35 1049 100 Z Z a C 3 Y CL < 6' x 0.024 x 1 - LB EPS PANELS 6' x 0.032 x 1 - LB EPS PANELS 6' x 0,024 x 2 - LB EPS PANELS 6' x 0.030 x 2 - LB EPS PANELS °' Wrn►- (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) m CL M I-f 0 D 0 NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET EL 0) a MAX. ALLOWABLE SPAN CFT) J a�0 o LL ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE 0 o o D d LOAD CPSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240E r le U -1 w _ 10 23.00 21.24 21.47 20.85 10 24.00 24.00 24.00 23.42 10 23.93 23.93 23.88 23.60 10 24.00 24.00 24.00 23.84 C m 112 IL Cl 20 18.06 18.06 18.06 1806 - 20 23,34 23.21 21.82 20.22 20 23.20 23.20 23.03 22.46 20 23.65 23.65 23.34 22.84 I0)V ce 2 30 13.13 15.13 15.13 15.13 30 22.10 21.63 19.42 17.02 30 22.47 22.47 22.18 21.33 30 22.94 22.94 22.59 21.85 j Cl) j o z F 40 13.34 13.34 13.34 13.34 40 20.86 2005 17,02 13.82 40 21.75 21.75 21.33 20.20 40 22.23 22.23 21.85 20.85 C 8 Q 50 12.10 12.10 12.10 10.91 50 19.62 18.47 14.62 10.62 50 21.02 21.02 20.49 19.07 50 21.53 21.53 21.10 19.86 y o-1 0.07 y 60 11.17 11.17 11.17 8.43 60 18.38 16.89 12.22 7.42 60 20.29 20.29 19.64 17.94 60 20.82 20.82 20.36 18.87 = C 70 1044 10.44 10.30 5.95 70 17.14 15.30 9.82 4.22 70 19.57 19.57 18.79 16.81 70 20.11 20.11 19.61 17.87 [r, If)U N O 80 9.85 9.85 8.43 3.47 80 15.91 13.72 7.42 1.02 80 18.84 18.84 17.94 15.68 80 19.40 19.40 18.87 16.88 ,. O. a' IL 0 GENERAL NOTES LI- SEAL INT WITH I. Composite panels shall be constructed using type 3003-H 154 aluminum facings,I or 2 PCF ASTM C-578 carpenter brand EPS CONTINUOUS CAULKING adhere to aluminum facings with Ashland Chemical 2020D ISO grip.Fabrication to be by Elite panel products only in • • • • ,'• • • • • -I accordance with approved fabrication methods. 0000 a: 000000 P a DRAWN BY: DYK 2. Elite roof panels maintain a UL 1715(int)class'B'(ext)rating and are NER-50I approved. a w CHECKED BY: DYK 0 0 0 no 3. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code + SCALE. As SHOWN 66 Edition(FBC),composite panels comply with Chapter 7 Section 720,Chapter 8 Section 803,Class A interior finish,and :i 1M A DATE: 7/19/12 Chapter 26 Section 2603.All local building code amendments shall be adhered to as required. INTERLOCKING CROSS SECTION OPTIONAL 4. The designer shall determine byaccepted engineering practice the allowable loads for sites specific load conditions(includingGUTTER OR 0 �( k, , g g Pa DRIP CAP �J� load combinations)using the data from the allowable loads tables and spans in this approval. SLOPE 4' MAX WIDTH INTERLOCKING O \CEN$F 7 PANEL (1/1'/FT MIN SLOPE) 5. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ.In HVHZ,this product shall be used u U U U v�.. °o°o°o°o°o°o W 2 0-°-a o DO'N9EtWkIM.P.E. • in structures"not to be considered living areas per Section 1616 unless impact resistance in accordance to the HVHZ io 0 0 0 0 o z a EPS CORE 1LB OR 2LB O°°°o°O FLA.REG.NUMBER 49487 1- 0 0 0 0 0 0 w o 0 0 - >4 * . requirements are met. ti o-o_o-o.o-o• aA 000.000 _ 6. Safety factor of 2.0 has been used to develop allowable loads and spans from testing in accordance to the Guidelines for •o°. DO KIM&ASSOCIATES.T ALUMINUM BOTTOM • o : 7() 1.141 Aluminum Structures Part I and conforms to the FBC Chapter 16 and 20. = I FACINGS •000 A. AWL tv 7. Testing has been conducted in accordance to ASTM E72-05:Strength Test of Panels for Building Construction, I CLEAR SPAN IL) INSIDE TO INSIDE •°O°; O.H. �. RS��� r _�,' 8. Reference test reports:HETI-05-1988,HETI-06-2104,HETI-06-2066,HETI-06-2105,HETI-06-2067,HETI-05-1002,HETI- .00•• y+S �V;' 06-2107,HETI-05-1987,HETI-06-2069,HETI-06-2070,HETI-06-2071,HETI-05-1994,HETI-05-1991,HETI-06-2072, •°0• ��NAL �0' HETI-06-2073,HETI-06-2074,HETI-05-1996,HETI-05-1989,HETI-05-1993,HETI-05-1985,HETI-05-1995,HETI-05- FOR ENGIROOF NEER CONNECTIONS F ORD 06PROVIDE ADD THICKNESS OF •°oo; 36' MAX IN FRONT I 257, "' 1990,HETI-05-1997,HETI-05-2037,HETI-05-2029,HETI-05-2039,HETI-05-2030,HETI-05-2041,HETI-05-2048,HETI- SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL •00•, OF PANEL WIDTH 2 SIDES THIS OR ANY OTHER ENGINEER. PANEL SPANS •00• (12' MAX AT SIDES) 05-2036,HETI-05-203 I,HETI-05-2038,HETI-05-2065,HETI-05-2040,HETI-05-2042. _ 9. Linear interpolation shall be allowed for figures within the tables shown. Drawing No.-FL-1001 10. Panels with fan beams shall be considered equivalent to similar panels without fan beams. Design professionals may include EPS ROOF PANEL/SPAN DESCRIPTION the strength of the fan beam to exceed shown figures as part of site-specific engineering. SHEET 1 OF 1