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440 OSPREY KEY - RESA20-0002 ILAI' RESIDENTIAL ADDITION PERMIT PERMIT NUMBER n s, CITY OF ATLANTIC BEACH RESA20-0002 800 SEMINOLE ROAD 75,of ISSUED: 2/10/2020 '�i�r ---f,' ATLANTIC BEACH, FL 32233 EXPIRES: 8/8/2020 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: RESIDENTIAL ADDITION SINGLE 440 OSPREY KEY OR TWO FAMILY RESIDENTIAL 14' x 13' SCREEN ROOM $14199.00 ADDITION TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 172027 5098 SELVA LAKES COMPANY: ADDRESS: CITY: STATE: ZIP: DAVID WESLEYS PATIO 2507 CORTEZ ROAD JACKSONVILLE FL 32246 ROOMS OWNER: ADDRESS: I CITY: STATE: i ZIP: MCCRARY ROBERT JR 440 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. Issued Date:2/10/2020 1 of 2 '''� RESIDENTIAL ADDITION PERMIT PERMIT NUMBER v4 qr.r rig,. "iii_ ' CITY OF ATLANTIC BEACH RESA20-0002 I-)��► ISSUED: 2/10/2020 800 SEMINOLE ROAD *:Lusw.)>. ATLANTIC BEACH. FL 32233 EXPIRES: 8/8/2020 2 PUBLIC WORKSr 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. 3 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 4 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. 5 PUBLIC WORKS OTHER PUBLIC WORKS CONDITION INFORMATIONAL Notes: No additional imperious area can be added to this property. I FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $125.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $62.50 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.81 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:$392.31 Issued Date:2/10/2020 2 of 2 r (Tor,jf.1TJ City of Atlantic Beach APPLICATION NUMBER �` ,\ Building Department be assigned by the Building Department.) r 800 Seminole Road �� Atlantic Beach, Florida 32233-5445 '<�sRZC r 000 a Phone(904)247-5826 • Fax(904)247-5845 .'�JBlor E-mail: building-dept@coab.us Date routed: 1 /1 ( Z-C ) City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 44OsPRe- eyKDe artment review required Yes No uildin Applicant: b 7c\\/1e L&) ESL-C,-L( PTLD �,-nning &Zonin n � Tree Administrator Project: So_erc...e---p o&m Cf)i,ca-- ublic Works` =ublic Utiliti ) K LST t eta SLA- Public Safety J 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: BUILDING / PLANNING &ZONING Reviewed b ::::::". ai _ 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: I (Approved as revised. I 'Denied. Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 .,i` `1',, Building Permit Application OFFICE Cj '1 Updated 10/9/18 Cityof Atlantic Beach BuildingDepartment **ALL INFORMATION `-,r W 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY 't='"i'�r IS REQUIRED. Phone: (904) 247-5826k-t;i Email: Building-De//pt@coab.us "1116 <s� t i U�e 1 Job Address: /4n P. Permit Number: �+ Legal Description (S U a- s `//'S� /7 -o?� 4-021EM RE# / &64:97. %7 Valuation of Work(Replacement Cost)_$ Il/ i 19 Heated/Cooled SF i-fs, Non-Heated/Cooled • Class of Work: ❑NewAddition Alteration DRepair 51J1ove ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial L9Residential • If an existing structure,is a fire sprinkler system installed?: ❑Yes E I'1 40 • Will tree(s)be removed in association with proposed project?'Nes(must submit separate Tree Removal Permit) ❑No Describe in detail the typ of work to perfor PL)/84 Q l If x.C3 C rc 6Jr) qp e vr�- .���Cl 79/11 /a� 6 4- 7(1 Florida Product Approval# for multiple products use product approval form PropertV�t� ner Information Orreycie.x,/ Name c/�' rt d.. ! YIC airy Address �itd City ,til ,ve 0.e State_??Zip3a` S3 Pe 'rf ?rI 7_ E-Mail Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor InformatiOvid Wesley Patio Rooms Name of Company 9951 Atlantic Blvd,Suite 317-5 Qualifying t. Na :1-mp VUS(T/67 Address JCk$onville,FL 32225 City State Zip Office Phone 91 e' D h!JO Job Site Co tact Number State Certification/Registration# E-Mail day, '/ a.. 1:2) 9 4,2a_ / • CD/r1 Architect Name&Phone# / / Engineer's Name&Phone# .___.. Workers Compensation Insurer Exempt❑ Expiration Date f v( ' ID~a2 0 Application is hereby made to obtain a permit to do the work and installations as 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 regulating 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. 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. 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 LENDE: •// / t'N ATTORNEY BEFORE RECO) DI G YOyR NOTICE OF COMMENCEMENT. , ____, ''''- (Signature of Owner o gent) r --ns---- _ . I re of Contractor) toliZ�� Signed and sworn to(or affirmed)before t�)lid�ay,of Signed and sworn to(or affirmed)before me this /7 day of goTri ��+►n a� y P�°�L �: c�Ua?r} d b rv�,��� !';c�g0p �',. ( i nature of N�?4F�LIC - (Si:nat;Pe ofFNotary) "ti �ii Comm.# G 129755 — = NOTARY My Comm.Expires Ju131,2021 PUBLIC [ ]Personally Known OR u jP : [ ]Personally Known OR Comm.#GG 129755 _ [ ]Produced Identification •e, 9TF OF FLO?\O`.` [ 1 Produced Identification i My Comm.Expires Type of Identification: 'I,, r r ‘‘` Type of Identification: ; �, Jul 31,2021 i1�,, OF F1_0' \NN 1.1-A) City of Atlantic Beach `' APPLICATION NUMBER `j`'r ` �}� Building Department (To be assigned by the Building Department.) itirr 800 Seminole Road JAN 2 2 2020 I -.1 Atlantic Beach, Florida 32233-5445 ' ��-~SRZ OOO Z_ Phone(904)247-5826 • Fax(904)2 45 i ^. o,.lt�r E-mail: building-dept@coab.us B ' Date routed: 1 / Z ( SCO City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 440 ,f✓y Department review required Yes No ( uiildin Applicant: 7:7)p0/1,0 Lk) 1 e-S(.-C-- y � (S'r'i � anning &Zoning / Tree Administrates Project: So_ec.::_e---(L) Re)&in, 111 Olf E C'blic Works�j Cublic Utilitie , K (ST t kC, SLA' 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: BUILDING PLANNING &ZONING Reviewed by;liekrih✓ a Date: /-29--4,40 4.�!C r TREE ADMIN. Second Review: ❑Approved as revised. (Denied. nNot 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 (vier7 4V# 20 - 4tv,2_ Z-16 " ?4,i7 -4, 03 r) A /7 17 _XII v VS Lioot 5( 7f 3; g = 2 ii3k 7 Sc' X go f2 y 1/1 , S,1 sCS fY iWg Plestev k ml faia,,,v4,4 k _44 __4z2 �.,L - ) Vip5 s(2. f_ /0_047(41404_40.v - - s�.�,�;. City of Atlantic Beach APPLICATION NUMBER 6 *A \ Building Department (To be assigned by the Building Department.) . � tla SeminolecRoad t'<r_C F\�^ 000 a ��� ����� ;•� Atlantic Beach, Florida 32233-5445 1�-.-� . ; Phone(904)247-5826 • Fax(904)247-5845 F„v,it�r E-mail: building-dept@coab.us Date routed: 1 / ( ri. C) City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 44 0 0 s PR-G f✓y K De artment review required Yes No uildiria Applicant: 1TT 0 L&) ES(.-c— P7i manning &Zoning Tree Adminis ra .• Project: SO. —•e-Pke3,6(YA l Oir (v ublic Work Public Utilial"—_) K lS l( � ^ SC-A- J E Public Safety (a J 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: BUILDING PLANNING &ZONING Reviewed by: Date: 1--27—ZD 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 tt:Lv;yy, City of Atlantic Beach APPLICATION NUMBER /$ Building Department (To be assigned by the Building Department.) Ifir (;. 800 Soa �=C7(�.,_ �O^Atlantic Beach, Florida 32233-5445 lf-� C.-u lJ Phone(904)247-5826 • Fax(904)247-5845 1 I�o,t �� Email: building dept@coab.us Date routed: fil—c) City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 44 0 EiiI)S PR-C- Ke Department review required Yep. No :uildin. f/ Applicant: 7Tpvc L&) F_S(--C pc-rt 0 _ming &Zonings Tree Adminis ra • Project: So__26.-____IL) 1&(y1 dl/ C ublic Works Public Utilitie�'�j El,K (ST ( KDC SCA 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: UILD PLANNING &ZONING Reviewed by: Date: 1--1.1.c7 0 TREE ADMIN. Second Review: EgrApproved as revised. ❑Denie . ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES / PUBLIC SAFETY Reviewed by: fil Date / i c) FIRE SERVICES Third Review: Approved as revised. De led. I 'Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 . . OFFICE c , , ,,,� Revision Request/Correction to Comments **ALL INFORMATION rt HIGHLIGHTED IN r is City of Atlantic Beach Building Department GRAY IS REQUIRED. '- a 800 Seminole Rd, Atlantic Beach, FL 32233 j� °T.i, Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: 1 Re-SR Z-0 !COC _ ❑ Revision to Issued Permit OR Corrections to Comments Date: [ ' 3/' c:720 Project Address: 11-4f0 63_,...ef•-ey f-PrUley ,Contractor Contact Name: , 0.,ir ''� 4� n S / ( S yS f Contact Phone: Op, 9 9 g. 6366 Email: 0.1rig . &YY1�rDd� n/o01� t 9 � � nth Description of Proposed Rev'sion/Corrections: Ne ed Irl 6( ,- om r- / (Cej ��4 (5 �'_ i '. 111-69`5-(76 I -(--;,m Ito 0 affirm the revision/correction to comments is inclusio o �' rowtcNn F-7,4 (pili a name) '. t,.... ;L.., j1 1 • W. proposed revision/corrections add additional square footage to original submittal? No ❑ Yes (additional s.f.to be added: ) JAN 31 2020 • Will proposed revision/corrections add additional increase in b 'ding valuelo oilginal_sulWiding Derrtment ❑No ❑*yes (additional increase in building v. ue $ )lcor tracir{r r isys nihil r $e!in valusi i FL *Signature of Contractor/Agent: i& c 2/ Y �� (Office Use Only) Pit .J Denied ❑ Not Applicable to Department Permit Fee Due$ 5'0'00 Revision/Plan Review Comments D artment Review Required: Jrn Building 4 Zoning eviewed By Tree Administrator Public Works _ c� Public Utilities ! ) C) Public Safety Date Fire Services Updated 10/17/18 � " ®F C` CITY OF ATLANTIC BEACH lc 800 SEMINOLE ROAD J ''/ ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 1/27/2020 Permit#: RESA20-0002 Site Address: 440 OSPREY KEY Review Status: Denied RE#: 172027 5098 Applicant: DAVID WESLEYS PATIO ROOMS Property Owner: MCCRARY ROBERT JR Email: AMY.GOODWIN1000@GMAIL.COM Email: Phone: 9049980300 Phone: 9043054962 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. Permit application is incomplbte wit t the space for State Certification/Registration#not being filled 2. Not e of commencement is recorded. ? Building Mike Jones /1' '- . / 120 Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mjones@coab.us Devi f w (Ar a S no I— Pn20;i4e) Resubmittal Notes: yr() f 7--;,2fj All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding". The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left Selva Lakes Homeowners Association, Inc. c/o Selva Lakes Homeowners Association, Inc. OFFICE COPY P.O. Box 331365 Atlantic Beach, FL 32233 Main Phone: Fax: Website: selvalakes.com Date: 1/11/2020 10:10:52 AM Project Ref: [77569598] 440 Osprey Key Robert& Patricia McCrary 440 Osprey Key Atlantic Beach FL 32233 Dear Robert & Patricia McCrary. For the listed project item(s): Screen Porch We wish to inform you that the Selva Lakes Homeowners Association, Inc. Architectural Committee is now waiting for the completion of this project. Please have it completed within the time specified in your CCRs and please let the committee know. Please retain this letter in your files. If you have any questions regarding this matter, please contact our office at . On behalf of the ACC Committee Sincerely, Selva Lakes Homeowners Association, Inc. 41:i„ TREE & VEGETATION AFFIDAVIT FOR INTERNAL OFFICE USE ONLY �s :if A City of Atlantic Beach sPERMIT# � Community Development Department 800 Seminole Road Atlantic Beach, FL 32233 Apr- 71 w; >a (P) 904-247-5800 SITE INFORMATION -6 i it J12 \i‘ a ADDRESS iii-IQ (26/)1.-44/ SUBDIVISION BLOCK LOT RE# / 7 cp Q 0 RESIDENTIAL ❑ COMMERCIAL ❑ OTHER APPLICANT INFORMATION NAME ` (�i. 0rCp c" PHONE# ADDRESSAli-to ful it.ty CELL# CITY 414441.e— A gv STATE ZIP CODE v4J 3 EMAIL ❑ OWNER El LEGAL AUTHORIZED AGENT I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation", of the Municipal Code of Ordinances for the City of Atlantic Beach Florida and/or I have participated in a pre- application meeting with the Administrator of those regulations. Subsequently, I affirm that no regulated trees and no regulated vegetation will be damaged, destroyed and/or removed from the above-described property and/or adjacent properties including right-of-way. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED IS CORRECT:Signature f Property Owner(s)or Authorized Agent I dt,,,-., Ilk (1 - f 'c�Q. 1' (�.,/� /' i7. U O SIGNATURE OF APPLICANT PRINT OR TYPE NAME e / DATE SIGNATURE OF APPLICANT(2) PRINT TYPE NAME DATE Signed and sworn before me on this /7 day of Q,'z. tlt, ' , �do/b by State of_ Cou�rl�y��ii�i�,, ,ZW '''.:: Identification verified: i2 NOTARY PUBLIC Oath Sworn: ❑ Yes ❑ No /c/ J MyCom GG 129755m.ExpiresNotar Si. 'atu : N� J- 1,2p21 :' ijF O O ,QP; My Commission expires �'�� F� �°` 04 TREE AND VEGETATION AFFIDAVIT 03.01.2018 . ,„ <'.f1,[{` 31d1fFlliYrlFuL"tti53 3L:l.7nu`•}..:. rr z t.,t'?iaa�5:i9i1k?r+tfisIS�"P la T 7 ..�.�. .�._ _ �, .,.mss_ �t - i! ORDERED BY: x - •:,, nr _ ' "- '_ p w9 ; , q \y T I T L E t .. _ .. l - 904 - 998 - 9733 � r 0 .. F ST qh, -3's. �� ^ PROPERTY ADDRESS: 440 OSPREY KEY ATLANTIC BEACH,FLORIDA 32233 SURVEY NUMBER: F'_1'06 ,i`;`)`) FIELD WORK DATE:6/23/2017 REVISION DATE(S):(REV 0 6/24/2017) &' 17063655 C-1 BOUNDARY SURVEY R=50.00'(P#M) DUI/AL COUNTY L=25.00'(P)24.52'(M) A =28°38'52'(P)25°26143.M N 82°25'26'W, 24.74r) w N 132°195/'W, 24.57'(M) Ty TABLE: • LI S 75°37'32'E 28.42'(P) ii 5 75°40'36'E 28.59'(M) p. L2 5 2°26'18'W 90.29'(P) // " 17 '4t 5 2°21'13'W 90.49'(M) L3 5 75°03'19°W 20.50'(P) ,( 5 75°1 1106.W 20.45'(M) FIR L4 N 75°37'32'W N 75°27'44'W 28.03'(M) << /�c 1 oto Y..:::.:..."..• . —1 fi • L— X I O'JEA-e e iIt y A 200,. ., :r in a' O.I'OFF h • ter, a LOT 47 W W a. ' - ..:,,,,,,,,,e"........% v•ii- ,., ',--,,z.5,-,.. k ` ES y,4g0/ ,e0 `c'J LOT 49 4:0P C N 0.3'OFF 0T4 .0, % 3 N PA Cr2! uta p N O.I'OFF a;{ FCM 1/2'FIPC L/ 41(4' ILLEGIBLE O LBM 1048 'f- • 1/2'PIP NO ID L4 NOTES: • I/2'Fl PC - E. FENCE OWNERSHIP NOT DETERMINED O.R.B. 16 135 PG. 70 ILLEGIBLE JEA-E.=JACKSONVILLE ELECTRIC AUTHORITY EASEMENT f �PRpX E•O W i .•B89a'dti •�• e4/ ' • • •(IFI • ••c'�No 39-11;,,• 2 l P•'. • 40 le 30 0 15 30 i �. I nergpy terti; : R Bougalary�/irvey of the hereon described property has been made under my F&ction1.a: t a tdPtesi of nowledge and belief,it is a true and accurate representation . of a t/(@y hat f, e'ts the%, Ards of Practice set forth by the Florida Board of Professional GRAPHIC SCALE (In Feet) ' $ p@9FMf Surveyors ........ 3'p ter 5J 17 of the Florida Administrative Code. 1 inch = 30' ft. I Use of This Survey for Purposes other than Intended,Without Written Verification,will be at the Users Sole Risk and Without Liability to the Surveyor. Nothing hereon shall be Construed to Give ANY Rights or Benefits to Anyone Other than those Certified. FLOOD INFORMATION: ' POINTS OF INTEREST tt BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING NONE VISIBLE '`. MUNICIPALITY OR WWW.FEMA.GOV,THE PROPERTY APPEARS TO BE ttk LOCATED IN ZONE X.THIS PROPERTY WAS FOUND IN THE CITY OF ATLANTIC BEACH,COMMUNITY NUMBER 120075,DATED 06/03/13. ' t'4 '''' Ka Teen McGuinness !e. CLIENT NUMBER 1 ', 17-1565 •,� DATE: 6/24/2017 ., U' _ ', «t 904.509.7584 .,.:_i3:,_. �..: MI BUYER:ROBERT E MCCRARY AND PATRICIA C MCCRARY 904.515.2700 .....;:,..L,.:L}.ai,t,i.Jlif,Y_.;11_u_:J:_:ci,,:.a-a_..,: -aSGk r._.. kmco@kw.com SELLER:TERRI A COLEMAN — - i CERTIFIED TO:LRABERT E MCCRARY NDMARK TITLE;O DANREPUBLIC PATRICIA O ALL C TITLE e INSURANCE PA BANK OF ENGLAND Land SurveyorsInc• www.ekactaland.com / P.866-735-1916•F.866-744-2882 This is page 1 of 2 and is not valid without all pages. LBM 7337 11940 Fairway lakes Drive,Suite 1.Ft.Myers,FL 33913 • , , ,,. , OFFICE COPY , / a, i , Hair , -i--- )•Z CO REVIEWED FOR O 0ICFODR ADEC0C70APNLILANCE ,rilil 0 CITY OF ATLANTIC BEACH ScER REQUIREMENTS AND CONDITIONS 1/1 .. , 01 REVIEWED BY: /11)._ DATE: ? — V d 0 , .. ' . ,..., kw ; 1 co ,. . .. . .•:,//, .. I__ . •• ,,,,,,,,<?, • COMPOSITE CORNER R •%t . 1... 74-5/8' ± _ ., •\// •VK>,.//, 8'O (I, I LOAD WIDTH I /\ 14" 60-5/8" / ,.. . ..'• \.. - . • - - • •—. r•— . = COMPOSITE CORNER \ \ \ \ \ \ \ • \ , /f " , . . \ \ \ \ \ . „ , •. „ „• „ „ , „ „ , , - ... ,. .. . . . . . a 5. . , „ R \ \ \ \ \[ N ••,‘ '•sl \. •. •\ • xi. •\ •\ • •\ •\ I • - • g. C) oa - I, le• • \• \'i't. \\ \\ - ' • ,, L., ....°.,• 1 - , - •\ . \ \ . •.. \ •• •• \ \ / • i ›.. . .. , -, ., . ,--, I 0 O la... 1 \ a • • • • 'I. \ • • '• ')14, ' • Z2,-.-, 1 i..1: :r -A. in 47.! '':13. ,4 IN '.\ •\ ',, 4 • \. \• \• 1•. 0 \. .., •\ •\ p \. \. \. ( •.\ ••.\ • 774 \ . . ,•• ,- ,...,• . • 0, •• . \ ,r --..-. , 0 \ • • I I \•,, ,. \. •\. s\. R . . \., \., 6, , 0.... 1\-::1\.•\\*\\\•\\\•\ -.4§ \ .,\\.,.\.\. \•. ..\• / 1 ,..„. ,.....1../ ›,,1 5 A I\ \ \ •\ \ \ t. i• • • ° \ \ \ \ \ / < 1 i • i `• \• `• • < • • •• • - / CD ! : • >,,,,. - \ , , \ \ \ ( 14, \ . . . - ' • \• \ ii 1-•\''.`• .\• \••• • • • • • •\ • `• _ '4 I . _ ,COMPOSITE CORNER / \. \. \• \- \' \- .\• •\- \• .\, .:',k,\%•>,,,,,,4, GI 14'0” 7 44/8”I _, EI X' I COMPOSITE•a• ER ,,, ..,,,, •:,•,;\\,: :,‘ > 0'.. x g'V k •,*< k -I (..n ?Z:11 *' 51 .,„;;14Z, ‘...4). so -"1 %+/ ,•' k k b .(A / . . (-r) ,>,/,* - ” r ,--....., „' r••••••, ' <, i'-- ;/X/\. k'- ‘,k,.• I. :,•,/,0,' 1 2 ..., ,(,• .. .. ., < • P . ,..,.\„; , .„,., tr"-11 , .. • , „ EXISTIN6HoST STRUCTURE W -yesign Urten.a:Designed in accordance elth the Homeowner:McCrory Drafting by: 6th Edition Florida Building Code I $. AAF Guide To Aluminum Construction In High Wind Areas Site Address:4443 osprey Key AlumiDesign,Inc. Residential(2017) as Published by the Aluminum Assocation at Rorl Builder:Wesley's Patio Rooms 1070 Nightingale Rd Ultimate Wind Speed 120 mph Referenced by the 6th Edban(2017)Flaide Residential Code(R301.2.1.1.1). 6th Edition(2017)Ronda Building Code(2002 4 1)8 FS 489 113(9) Date: 1/17/2020 Jacksonville,FL 32216 Nominal Wind Speed 93 mph Drawn by adb Exposure C Building Risk Category I Alumidesign,Inc.is a drafting service only. The Contractor maintains full responsibility for the design and the construction of the structure. , Chapter 2-Screen Rooms-Exposure C Chapter 2-Screen Rooms\., 11n.ual.s LsoH G a 9NLnSDG \\\\ 1 o t L7T -Tii. rT 1....--- z• D a y�_ J R.e �� a � 0z —Z GENERAL GENERAL NOTES: CHAPTER 2—SCREEN ROOMS f f o 4.1 E 5 _ 1)Design Pressures from ASCE? 10 with Internal Pressure Coefficients(GCpi)determined using f U p Table 200. a a w LL ry 2)Extrusion Alloy assumed to be 6005T5 or 6061T6 unless noted otherwise = _ 0 g 0 0 ^" w u 3)Concrete anchor terminology:Expansion Anchor/Sleeve Anchor/Wedge Anchors are terms ~ Z 1_ N Z o-<z for various types of compression anchors.These different terms are used synonymously in this o D N N LL w z? publication. o o g F— ----�-- _ —I' 0 O 'z CA rn O U w 4)"Approved Masonry Fastener"for connection to foundation must meet the following I a r 1, r O G specifications for 2'/2"embedment into 2,500 psi(minimum)concrete: is s a fi�II .8%,.'o, F'a z a. 3/8"0:allowable tension 1,055 4,shear 1,716 4 a -- � F N ,To* b. 1/4"0: allowable tension 567 4,shear 394 4 w L LL z �` O 4 �^ gi Jv �LLU 5)For screen rooms constructed upon an approved lumber deck,3/8"0 Lag Screws embedded 3 y II 14_ ~L__ 0 < by 3"into SYP lumber frame can be substituted for the approved masonry fasteners specified in I _ �' —— —'——�11 .. — Z > a`�` details Cl and C2. o! w g O ce a 6)Tables which have numeric entries versus scalar variables(e.g.spans vs.load widths,or = r W �' , 3 �++ '�z N O w spans vs.wall heights)may be interpolated. 3 33 ZZdW N XN p a fyQ}�� 5 o c H;., Q 4 a N N Z.r N 1�1 v Allowable Roof Panel Spans(Table 201)are for Industry Standard Generic Panel Products, z z °� 8 ~o �i o } ' o 0 approved equivalent products may be substituted based upon Product Approval,in accordance o CC I- o g r,, o N with design pressures specified in Table 201. I bij Z o a ... . 0 -.o - ae Z p L ono u o r o �_.— ou Screen Rooms built adjacent to Mobile Homes(the so-called"4t'wall"structure): z z '" V w ', S.� - c 3._ 3 u_._ a) select beams,columns and foundations from Chapter 5 using type I or type II as a o v -i P a „ c o-5 8 v o appropriate o > 1 _ _ i S (4-,,..9,�{ '4 —Q a u b) provide lateral stability using cables from chapter 2 or K-Braces from Chapter 1,or ° ((- O ) 1GIP ( a z W o 2 7 71 72 erl connection to an appropriate shear resistant structurew iv '4;._ Ia'� (�uJ m 13 8 i4 s� Q S LL S .- E 7 y'Sic— O - w cwv2 ONNNN �.OG.. ,^ 0 ^� O000� u a c o• c aLi_ u o a GH Q T �.O D O (W9 , v O HFFF- O= ...:p _ W 411 GO W ,, TNM 9NIHV39 IV 1.1-4913H C7 -.0 w b mwz w � ro 0 0 ois Q fq SHEET tt R-01 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1 Page 2C-0 Page 2- 3 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition)2.0 Chapter 2-Screen Rooms Chapter 2-Screen Rooms DETAIL Cl UTILIZED FOR FOUNDATION CONNECTIONS WHERE NUMERIC VALUE IN PARENTHESIS FOR ALLOWABLE SPAN(TABLE 203)OF POST IS 1;AND,DOES NOT EXCEED SPACING VALUES IN TABLE 207(TIP E I OR TYPE II).C1(a) ISA SPECIAL CASE WHERE SCREEN WALL IS FASTENED TO THE TOP OF A MASONRY WALL(REFER REFER TO TABLE 203 TO Cl(a)NOTES BELOW).TO PLACE A POST ON A MASONRY WALL IT MUST SATISFY FOR ALLOWABLE SPANS a TABLE 203,TABLE 207 AND TABLE 215.CO LUMNS(POSTS/UPRIGHTS)MUST NOT a Q EXCEED ALLOWABLE SPANS IN TABLE 203.NUMBER IN PARENTHESIS IN TABLE 203 CONCRETE FASTENING PER o INDICATES THE APPROPRIATE LOAD CONDITION DETAIL(C1 OR C2). o CONNECTION DETAILS BY LOAD CONDITION(TABLE 207) 0 O z CONCRETE EXPANSION z 0 ANCHORS BY O / 4'NOMINAL PATIO SLAB apa 2 h"EMBEDMENT a // W/6 X 6.10/10 W.W.M. O POST/COLUMN 2"•2"X1/8" u -OR SYNTHETIC FIBERS AND VAPOR BARRIER 2"x2 xt/8 ANGLE ANGLE 2'LONG 1,ZO ON WELL(XIMPACrED SOIL • :I-; -Da O8 SOLE PLATE44 pe e • • (COQ STRENGTH TO BE MIN.OF 2,500 P.S.I.) z �' a EACH r1a SMS }Tf INTO POST WEB r} h 1 FACE OF SCREEN WALL y • i z . (I IJ EDGE OF FOUNDATION w .a 4.1 4 G7 -• ■T` -~ -`- '_ PLAN VIEW SECTION(W/1X2 SOLE PLATE) 1-. y 5� • • o TYPICAL Cl POST/COLUMN AT FOUNDATION W z WALL FACE PARTIAL ELEVATION o F y 6 TYPICAL Cl POST/COLUMN AT FOUNDATION(sCp y AFOOTING DETAILfNOTES FOR CONNECTION Cl(a): f O p (SCREEN WALL ON PATIO SLAB(ONLY) d 1)Cl(a)CONNECTION WITH ONLY 2 EACH 3/8'0 CONCRETE FASTENERS; d OL 0. 2)COLUMNS MUST SATISFY BOTH COWMN SPAN TABLE 203 W AND 215(THE LESSER OF THE TWO); w Q 3)A 1X3 08 MAY BE SUBSTITUTED FOR THE 1X2 SOLE PLATE SHOWN. k '�` w v i..- 1-- 1... 2' H REFER TO TABLE 203111 iti 2X3 POST/COLUMN POST/COLUMN FOR SPANS i CENTER FASTENERS ON Ox 411 CONCRETE FASTENING PER 3 Mill 2•'X2"X1/8"ANGLE 2"LONG 2'XH.81!8"ANGLE 2"LONG FILLED TOP COURSE z CONNECTION DETAILS BY 2 EACH x14 SMS INTO POST H LOAD CONDITION(TABLE 207) a 2 EACH 714 SMS INTO POST OO 'WEB EACH SIDE OF POST a u Ct. ,• WEB EACH SIDE OF POST a �.2 N V Z SOLE PLATE zN 4'NOMINAL PATIO SLAB oc SFr ...: , 7 11II , s 7i1.5 c c W/6X6XIOJ10W.W.M. 0 N ] • Ni ri 3 c `2 OR SYNTHETIC FIBERS AND VAPOR BARRIER •d ON WELL COMPACTED SOIL / $ .G� c U (CONCRETE STRENGTH TO BE MIN.OF 2,500 P.S.I.) z 2 CONCRETE EXPANSION ANCHORS / . " •/, z m U 5 LIS '06' 318"0 X 2`h"EMBEDMENT / .••7/ o p ,�•�v (W"0MAY NOT BE USED) / % U O 11 >,C ii-T. i+•,.,-. a+ -i_ o SECTION/SIDE ELEVATION / l 0 E v rin-89 • � • ,, a /,' ce ,°j 2.95 O k 5 Z •+/�•ter-• �. K _`�___ h1_1-� K .55 L)E y.g FL co _ �` o TYPICAL Cl POST/COLUMN o �. w N 4l�✓l Z CONNECTION DETAIL FOR 8"CMU WALL o 7, 5 T r-0 A' o u N 0 o O y b FOOTING Cly WIDTH REFER TO TABLE 205 LIa Allowable Post Heights(Spans[ft])for 2 Each 3/8"0 Concrete Fasteners I y p FOR REINFORCING b Table 215 Post Spacing in feet(Load Width) f�1 d FOOTING DETAIL1111 0 zone psf 5.0 5.5 6.0 6.5 7.0 7.5 8.0 Y " (PATIO SLAB W/MONOLITHIC EDGE FOOTING) 110 13 18.5 16 .8 15 .4 14 .2 1{ .2 ll .3 1. .5 120 15 16.0 14 .5 13.3 1I. .3 1. .4 10 .7 10.0 130 18 _ 13.3 12.1 11.1 10.3 9.5 8.9 8.3 SHEET# 140 21 11.4 10.4 9.5 8.8 8.2 7.6 7.1 R-02 i r 1� G AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 Page 2-6 ME GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition)2.0 Page 2- 10 Chapter 2 -Screen Rooms Chapter 2-Screen Rooms ` \ \ 1"X 2"OB 0 PERIME r bR NOTE#1 :USE'/a"0 X 3"LONG LAG SCREWS INTO 1 X 2 OB @ PERIMETER \ 1 X 2 OB PERIMETER FASTEN PER NOTE#1 FASTEN PER NOTE#1 WOOD HOST AND 1/4"0 X 2'/4"LONG CONCRETE SCREWS a E2 INTO CONCRETE OR MASONRY CONSTRUCTION ` 2"X 2"HOLLOW ` 1"X 21/4"X 1/8' o 12 (1"EMBEDMENT TYPICAL)SPACING 24"O.C. AND WITHIN RE(fIVING a-tANNEL z \ 6"OF EACH PERPENDICULAR MEMBER HORIZONTAL(GIRT] '� \ 4-.‘' 1"X 1"X 1/16"ANGLES 2"LONG WITH 2-#8 X 1/2"LONG / S.M.S.AT EACH LEG TYPICAL EACH SIDE,TOP&BOTTOM) ` 05..�i •, m/s I 1"X 1"X 1/8"ANGLES _ ' 'HOST STRUCTU4tE{:CEMENTS •' • ti (LENGTH OF GIRT DEPTH .' w v o- • / N va z ` . : • , , .. -_ 2-#8 X 1/2"LONG S.M.S. -- F"- 0 • AT EACH LEG.(TYPICAL v,u p E ^' •• . .. TOP&BOTTOM) � E FOO Q ? •" ••• •�, i Gail G Q CONNECTION WITH EXPOSED FASTENERS CONNECTION WI EXPOSED FASTENERS �• '' b'o R IL r. 1"X 2"OB 0 PERIMETER ~kk \ 1X208©PERIMETER L.L. a REFER TO NOTE#1 THIS SHEET FASTEN PER NOTE#1 L' _ 2 44#10 S.M.S.FROM INSIDE FACE OF it _= ' \ 1 X 2 OB INTO SCREW SPLINES OF 1 x 2 :a GIRT(DETERMINED = . - -^ OB 1"EMBEDMENT MINIMUM. ` BY TABLE c o N:e:'': ;, NOTE#1 : USE '/a"0 X 3"LONG LAG SCREWS INTO o ,$5)= o \ REFER TO NOTE#1 THIS SHEET i WOOD HOST AND 1/4"0 X 21/4""LONG CONCRETE s S.9 o L z \ ••` SCREWS INTO CONCRETE OR MASONRY Z ....5'u „".E CONSTRUCTION(1"EMBEDMENT TYPICAL) o g ' \ �' SPACING 24"O.C.AND WITHIN o .a u¢..,':'4,,m S 6"OF EACH PERPENDICULAR MEMBER o c 'o °' U G a. 52 • HOST. mucrURE ELEMENTS ` • B 0 Q ',.c 2- # 10 S.M.S.FROM INSIDE FACE °° c.'g.,CC u o ••• • • s • ,' — OF I X 2 OB INTO SCREW SPLINES o § >, 1 z , . . OF HOLLOW GIRT(1"EMBEDMENT 7 p¢. o.o v MINIMUM.) 2•� —...-6 • • F. .: o R. CONNECTION WITH CONCEALED FASTENERS CONNECTION W/CONCEALED FASTENERS g cj oma', w J o t PARTIAL ELEVATIONS/ 1"X 2" TO 1" X 2"CONNECTIONS C3 PARTIAL ELEVATIONS/2 X 2 GIRT TO 1 X 2 CONNECTIONS / C4 2 \2 SHEET# R-03 - Page 2- 13 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 Page 2 - 14 Chapter 2 -Screen Rooms Chapter 2-Screen Rooms ` ROOF PANELS(SELECT PER TABLE 201) 1'Sr 2"XLONG 1/13*ANGLES WITH 2-#8X1/2"LONG . X ://7///7///////7/7////7///7////://,/://://,7777�77 d o S.M.S.AT EACH LEG // ://////////////////////:/// / E °C(TYPICAL EACH 9 TOP!#BOTTOM 1"X 2-1/4"X 1/8' // / oDE ) RECEMNGCHANNEL /// // / / / / / / // / / P. // / / / / / / // / // / // // - G i a ff l s Mg � E -i LS., ¢a z UOFw- MN.II I" i (4)-#10X4" , S.M.S.INTO a w ril CHANNEL ALTERNATE 2'X 2'X.046" sc w BOSSEStu a<Z —POST/COLUMN CONTINUOUS o w Z LD — S5 z FUS HOLLOW POST t;,' ] f s Fapp L., ce W a-1 a IIICONNECTION W/EXPOSED FASTENERS HOLLOW POSTS W/2" X 2" HEADER G a o 3 3 ROOF PANELS(SELECT 3 PER TABLE 201) a 4-#10 S.M.S.FROM INSIDE FACE OF x 3 POST INTO SCREW SPLINES OF HOLLOW .................. 's.... r - GIRT(1-1/2"EMBEDMENT MINIMUM) v p — d . 'D -- N z C N Z GIRT OR = g a —© CHAIR RAIL rz o 3 0 w $ cwc uo s=.3 oU z c ? o H u is'O aM I I I IIN ''a NW o o - 9 u<�,om a 0 2 Eb„ -v 3 d uc.5cao �(4)#10X4" cv §.Z;A n SELF MATING POST S.M.S.INTO m v §Q `o'= 2"X 2"X.046" SCREW BOSSES ° m°a. $ u N Z O v T �- ' Z `Q L O a SELF-MATING POST o V v CONNECTION W/CONCEALED FASTENERS fy • a L J C. W ED -0 Z PARTIAL ELEVATIONS/GIRT TO POST CONNECTIONS C5� SELF-MATING POSTS W/2X2 HEADER u ¢ G° 2 POSTS TO SIDE WALL HEADER CONNECTIONS C6 (PARTIAL ELEVATIONS @ WALL FACE) 2 SHEET# R-04 , , Page 2- 15 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 Page 2 16 ' , T I Clc a m H 0 Ca 2"X 2"HOLLOW(BEARING WALL) 3 Z . -- c 4 g. n z 3� rn rilli 1111111111111111r C) m in^I. =u{ • z m AGI ,D ♦ 1 o o _`�— O 1 .� `Ii. N n Z na 0 O Iz m O v D �` X c x N = 72 ... ... • N N (n N 111 G 1111111 z '.� ip �^ rDo (SIDE WALL) rD ;o)n pr . 2°n m O N °o (SCREEN FACE) o 2 121 ; Z g Pn _,_,,, 4D1 ` m tn ��a NJ A *X z m D 'Y = o O AZ r 3 Qi . 3 2 N D Vf f ?Z O 0 N g x -22 v 4/ l O N f f fDN CZ :COPYRIGHT 2014 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF THE ALUMINUM ASSOCIATION Of FLORIDA C 0 m p ROOF PANELS(SELECT ROOF PANELS(SELECT PER TABLE 201) a=_ _ PER TABLE 201) C I- 3 Fa17.7,''',"`"'"'"P"'imr ,. rrr7—rt..=.—rr9=l Z / / , / / / / / / / / / / / c : / / / / / / / / / / / / / / / / / / / / / / / / / / 3 / / / // / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / - / / / / / / / / / / / / / / / /z / / / / / / / / / / / / / / / / . / / / / / / / / / / / / / / / 7 / C r.rrrr a.r.w.rr.a. n WALL HEADER EDGE z BEAM 3"X 2"X 0.045" r�o _ (4)410 INTO SCREW BOSSES-1-1/2" z EMBEDMENT TYPICAL 1"X 1"X 1/B"ANGLE BY 3"LONGo (DRILL ACCESS R _ INTOO BEAM TO HOLES I I W/3 EACH#14 S.M.S.INTO EACH BEAM 3"WALL ADE X 0045" o p ACCOMODATE HEX DRIVER) I I I MEMBER AS SHOWN FII II 2"X 3"OR 2"X 4"HOLLOW 0I I I POST(POST NOTCHED TO -- ACCOMODATE BEAM) m i n a SECTION (SCREEN FACE)ELEVATION N O EDGE BEAM FASTENING DETAILS-3"X 2" BEAM &HOLLOW POST (3"X 2"HEADER DETAIL#1) to co ( )F ICE COPY N N N .. *COPYRIGHT 2019 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 x AAF Guide to Aluminum Construction in High Wind Areas as REFER TO SITE SPECIFIC SHEET 1 1 m Published by the Aluminum Association of Florida FOR PROJECT NAME,LOCATION 0 Referenced by the AND DESIGN CRITERIA al u 6th Edition(2017)Florida Residential Code(R301.2.1.1.1) and 6th Edition(2017)Florida Building Code(2002.4.1) Chapter 2-Screen Rooms Chapter 2-Screen Rooms-Exposure C ` t" - ca COMPOSITE ROOF PANEL o (REFER TO TABLE 201) LL e t RECEIVING CHANNEL WITH i o z #14 X 3D BOTS.M.S.Q 10'O.C.� � Fx FE TOP AND BOTTOM )(1 Allowable Wall Heights(feet) 8"CMU Knee-Walls in Screen Rooms w p °• ° •. f f by Exposure C Wind Zone W E.s OD o O•C> O n O • 0;.� i Wall Heights: • 110 120 130 140_ 150 160 = oG '.• EXISTING MASONRY J D 8"CMU: 6 5 4 3.5 3.5 3 oa FASTEN TO FASCIA WITH OR W000 FRAMED _ = Aluminum: 10 9 9 9.5 9 9.5 V U '4'0 X 2'h'LAGS 12'ON CENTER - PERIMETER WALL . '" Height Overall: 16 14 13 _ 13 12.5 12.5 y IC z ALONG HEADER o o 2 z 0 NOTE:FASCIA MUST BE T NOMINAL, o o in F Uj W I"NOMINAL FASCIA MAY BE A y C)O AUGMENTED TO 2"- w F' w aLaa..Q COMPOSITE ROOF PANEL CONNECTION TO HOST FASCIA Lg z w w c4 3 3 Concrete Slab Foundations&Monolthk Footings(Detal F2) Table 205 Evwsure C �_- Allowable Tributary Load Widths for Solid Roofs 1- 7 Total Bottom Solid Roofs/Screen Walls .- 3 t Height(Inl Width(In) Reinforcement 110 mph 120 mph 130 mph 140 mph 150 mph 160 mph 3 3 i, .. ' // 4"Nominal Patio Slab(only) S•T 3-l llh" 3'-5'/a" 5-10 2'-B WHERE PROXIMITY OF HOST EAVE PROHIBITS ~ s ..: a 8 R 1 Each#5 10'-834" NAM 7'-6'/i" 6'-7'4" 5%1034" 5'-2" —i7; INSTALLATION OF FASTENER INTO TOP OF PANEL,a n )�(, FASTEN PANELS p BOTTOM W/6 EACH#I4 SMS z = 8 12 2 Each#5 12-034" 8-5'h" 7-S' 6'-Th" 5'-934" o c 1 o 4 PER PANEL(THIS APPLIES ONLY TO MAXIMUM o o l2 12 2 Each#5 16'-034" 13'-13/4" 11'-3'/a" 9.-10,/2" 8-9i4" T-9" S w o ry • " ROOF PANEL SPAN OF 12'AND A ROOF HEIGHT ▪ 0_, 0 s' 12 16 2 Each#5 18-83/i" 15-314' 13'-134" 11'li'/s" 10-3'/a" 9'-0'4" u o EXISTING FASCIA OF 8',ALL OTHER APPLICATIONS REQUIRE SITE ° 'S•c N o .....ggigigillIl SPECIFIC ENGINEERING) 3 3 16 16 2 Each#5 24'-0'h" 19'-8" 16%10'2" 14'-914" 13'-2'/" 11'-74a" 6 '•7 c d us a a u o 8�.�a EXISTING MASONRY OR Pert peter Concrete Footings Table 206 Exposure C u G 3 • WOOD FRAMED HOST o• O Allowable Tributary Load Widths for Solid Roofs E-o y m • • °• lop Q °• 00 O • c• O STRUCTURE PERIMETER WALL 9 O �' 00 . 0 o o O ° �7w w w Height(In) Width(In) Reinforcement 110 mph 120 mph 130 mph 140 mph 150 mph 160 mph ci o,S 2 a•o 'r 8 8 1 Each n5 4'-5" 3'-84x" 3'-14a" 2'-834" 2'-S' 2'-1 h" .g UE o 4 0- m m 3a u c� #14 SMS 10'ON CENTER EXTRUDED OR MINIMUM.040 THICKNESS o A 12 2 Each a5 6'-7?h" 5'-634" 4'-8'h" 4'-1' 3-7'4^ 3'-2" aS `",.i-'THRU RECEIVING C}NNNEL ROOF HEADER(A.K.A.RECEIVING CHANNEL) o 0 12 12 2 Each 5 9'-11'h" 8'-4'/s" T-0i4" E-1'h' S'-S" 4'-9'4" INTO PANEL TOP AND BOTTOM WITH'4"0 X 2'h'LONG LAG SCREWS FOR z z 12 16 2 Each n5 13.354" 11-134' 9.5' 8'-2" T-2%' 6'-4'4" °' G.9. LUMBER HOST 1 PER STUD-3/8.0 X 2Ye" _.— A a s v't -" - LONG MASONRY SCREWS FOR MASONRY o ry 16 16 2 Each*5 1T-8'4" 14'-10'4" 12'-634" 10'-1014" 9'-7'h" - 8'•5'h" a. 'o Gil COMPOSITE ROOF PANEL CONNECTION TO HOST WALL HOST 0 16"O.C. D a° rc b Wo o e e '9 ▪ j SHEET# R-06 • AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition)2.0 Page 2-34 Page 2C- 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1 Chapter 2-Screen Rooms-Exposure C Chapter 2-Screen Rooms-Exposure C , ALLOWABLE SPANS for BEAMS SUPPORTING SOLID ROOFS in Screen Room; TYPE II Table 202a (ASO)Applied Unit Load= 21.7(PSF) Wind zone=110 MPH Egxw re Category:C C; ABN=600515/6061W Contributing Load Width/Sparing Single Extrusion Profiles 5'-0" 6'-0" 7-0" 8'-0" 9' 0" 10'-0" 11'-0" 12'-0' 0 0 2 X 2 X 0.046"Hollow 4-9" 4'-4 4'0" 3'-7 76" 34' 3-2" 3-1' z ALLOWABLE SPANS for Primary Merrier,In Screen Wats(Posts/Cc anis) Table 2030 3 X 2 X 0.050'Hollow 6'-4" 5-10' S-4' 5'-0" 4'-9" 4-6" 4'-3" 4-1" J Wind Zone - 110 MPH Design pressure: 10.7 PS Exposure C v. 3 X 2 X 0.072'Hollow 7'-10" 7-2" 6'-8` 6-3" 5,10" 5-7" S-4" 5-1" u_ O o FOR Screen Mesh: 18/14 Mean Roof Height Less Than or Equal m 15R 2 X 4 X 0.050"Hollow 8 2" 7.5" 711" 6'-8" 6'1" 5,9" 5-6" 5-3' z Alloy:6005T5/6061T6 Load Widths or Spedrg z 2X4 SMB 7-4" 6-7 6'4" 5'-10` S-6" 72` 4-11' 4'7 0 - 0 2X5 SMB 7 3' 8-5 7,10` 7-4" 6'-11" 6-7" 6'-3" 5,11` a Post/Column 4'•0' 4-6" 70' 76' 6'-0' 6-6" 7-0' 7-6" 8-0" a 2X6 SMB 10 4" 9'-5" 8-9" 5-2" 7-9" 7.4" 6'-11" 6'-8" 0 2'X 2"X 0.046"X 0.046"Hollow 6'1111) 6'-611) 6'-3(1) 71011) S-7"(1) 75"(1) 77"(1) 570'(1) 4-17(1) [a7 2X7 SM8 13'5" 12-3" 11'-4 10-7' 711` 7-6" 71" 8.8" R 2"X 3"8 0.08"X 0.05 Hollow 1011"(1) 7-611) 8-1111) 8-7"(1) 8-2"(1) 7.11"(1) 7-7(1) 7-411) 7,1"(1) �^ F,Z 2X8 SMB 20.4" 18-T 17-2^ 16'-1" 15'2" 14'-5" 139" 13-2" 10?ei Y X 3"X 0.05'X 0.05"Snap 10-7(1) 10-7"(1) 9'-8'(1) 7-2'(1) 8-10'(1) 8-6"(1) 8-2'(1) 7-11'(1) 7-8"(1) Combination Sections 5'-0" 6'-0" 7-0' 8-0" 7-0" 10-0" 11'-0' 12' Cr0' 2"X 4"X 0.050'X 0.050"Hollow 11'-8'1 1a-11-(1) 10.-511), 9-1111), 7-611) 9,211) 8-10"1 8'-6"1 8,311) 1X3 HT41X2 OB T�6" 6'-10" 64' 5'43' 5-7" S�4' S4" 9'-30' rn 2X4 HTr1X2 08 7.2" 8,5" 7-9" 7-3" 6'-10' 6'-6' 6'-2" 5-11" F 2"X 4`X 0.05"X 0.05-Snap 12'11"(1) 1Y-7"(1) 11'•6'(1) 10-1111) 10-6"(1) 10-1"(1) 7-7(1) 7-5(1) 71"(1) f �r U 2X45MB+1X2 08 8-4" 7-7" T-0" 6'7" 6'4' 5.10" 5'7" S-4' a 2"X S X 0.050`X 0.050'Hollow 1Y-P(1) 11'-4"(1) 10-911) 10-311) 7-10"(1) 7-5(1) 7-111) 8-10'(1) W-6"(1) ¢ C7 a Note:For Combination Sections,the 102 Open Back must be fastened to the accompanying edge beam 2`X4'X0.046"X0.10'SMB 10'-7"(1) 7.711) 7-111) 8-8`(1) 8 4"(1) 7-11'(1) 7.8(1) 7-5"(1) 7-2"(1) x i 0.S U per speoal fastening elevation on page 29. 1- r a 0 2"XSX0.05"X0.116"SMB 1741"(1) 12'3"(1) 11'-7"(3) 11'-1"(1) 10-7(1) 10-211) 7-10"(1) 7-6"(1) 72"(1) O rn z zz 2`X6"X0.0SX0.12"SMB 14'6(1) 13-7(1) 12'-1111) 12'-4(1) 11'1011) 11'-5(1) 10-11`(1) 177(1) 103"(1) zz y A LLOWA BLE SPA r6 for BEAMS SUPPORTING SOLID ROOFS in Screen Rooms TYPE II Table 20262"X7X0.055"X0.12"SMB 16'1"(1) 172"(1) 14-5"(1) 13-911) 13'211) 12-7(1) 12,2`(1) 11'-7(1) 11'4"(1) to W (ASD)Applied Unit Load= 25.9(PSE) Wind Zone=120 MPH Exposure Category:CSM8 27-I1 $ ABN=60051S/606 1T6 Contributing Load Width/Spacing2'X8X.02")(8X.0721(0.224" "(2} 28-3"(2} 26'-10'(2) 2S-TQ) 24'-6'(2) 23-6'(2) 22'-8'(2) 21,17(2) 21'2'(2) O 2"X9"X.082"X.306"SMB 38'012) 36'1`(2) 34'-212) 3Y T'(2) 31'3`(2) 2711`(2) 28-1112) 27.31'(2) 27-012) w Singe Extrusion Profiles 5' 0" h 6' 0" 7-0" 8' 0" 9'-0" 10 0" 11' 0' 12' 0' a a CC a 2X 2X0.046"Hollow 4-4' 3.11" 3-8 3'3" 3.1" 2'11" 2'-10" w 2"X10"X.092"X.389'S MB 44'-5"(2) 47-8"(2) 41'7(2) 37412) 37.7(2) 3617(2) 34-1012) 33'-812) 3Y-7"(2) w wOL 3 X 2 X 0.050"Hollow 5-10" 5-4" 4-11" WOW 4-4" 4-1" 3'-11" 3-9" 3"X 3"X 0.090"Hollow 12'11"(1) 12'-211) 11'711) 11'0(1) 10-7(1) 17-2-(1) 79(1) 7-511) 72"(1) IL • 3X 2 X 0.072"Hollow 7-7' 6'-7' 6'-1" 5-4" 71' 4'-10` 4-8` z 2 X 4 X 0.050"Hollow 6'-10` 6'-4` 5'11' 5-7" S-3' S-0' 4'-30' 5 3`X 3"X 0.125"Halow 16'-011) 15-5(1) 14-1011) 14'-5'(1) 13.11"(1) 13-T(1) 134"(1) 12'811) 12-4(1) 7-6" 2(45MB 77 6'-2" 3-8" 5-4" 5-0" 4'-7 4'-6" 4'-4" ui x x 2X5 SMB 8.6" 7-7 7-2' 78" 6'4' 5,11" 5-9" S-6" I- I- 2X6 SM8 7.6" 8-8" 870 7-6" 7.1' 6'-9" 6-5" 6-2" 0 2X7 SMB 13-4" 11'3" 175" 79' 7.2" 8.8" 8.3' 7-11" r x 2X8SMB 17.7 170' 15'-9` 14' 1311" 13-2" 12,7" 12"1" �-' ALLOWABLE SPA t6 for Prsrery I' nterS In Screen Web(Posts/Coeane) Table 2038 3 al Combination Semon 5' 0" 6'-0" 7 0" B' 0" 9' 0" 10 0" II' 0" 12' 0" - Wind Zone= 120 MPH Design 'recaire' 12.C. 'S= Exposure C 2x3 Hir1X2 OB 6'11'• 1 6'-7 5-10" S 8' 54" 4'30" 4-8' 4 5' i FOR Screen Mesh: 18/14 Mean Roof Height Less Than or Equal to 15R C w 2X4 HT+1X2 08 8.5" 7-8" 7-2" 6-8" 6'-3" 5-11" 5-8' S-5' I. 4 z Alloy:600575/606176 Load Widths or Spadrg zN 2X4SMB-e1X2OB 7-7' 6-11" 6-5" 6'-0` 5'-8" r 3-5" 5-2" 4-11" - - - - 'o p N O Nob:For Combination Seons,the 1X2 ctlre Past/Cohan 4'-0" 4-6" S 0" 5-6" 6'-0" 6'-6" 7-0" 7-6" 8-0" Ore •S W0 No Open Back must be fastened to the accompanying edge beam per speaal fastening elevation on ,age 29. w 2"X 2"X 0.046"X 0.046"Hollow 6'411) 5-Il"(1 '- 8-211) 4'-1111) 4'-7(1) 4-8(1) 4-6"(1) J C y e) 2"X 3"X 0.05"X 0.05'Hollow 7-311) 8-911 SINIMIN.-r(1) 7-311) 7-011) 6'-911) 6-7(1) o '4 c v o 2"X3"X0.05"X0.05"Snap 71111) 7-S(1 8-1'(1) T-1011) T-6^(1) 7-311) 7.0'(1) 3 iSx.," QU ALLOWABLE SPANS for BEAMS SI.PPORTOG SOLID ROOM n Screen Room TYPE II Table 202c z z •35.5 uU ASD Applied LMt Load- 30.4 PS Wind Zone=1.30 MPH Category:C 2"X 4"X 0.050'X 0.050"Hollow 10'-9(1) 10-111) 9-T(1) 74"(1) 8.9"(1) 8-S(1) 8.1"(1) 7-191) 7'7(1) $ ( (ASO) (PSE) 6posve Ca ow sa y m y Alloy=60(575/6061T6 _ Cortnbugrg Load Width/Spacing ..7 2"X 4"X 0.05"X 0.05'Snap 11-1111) II'-3"(1) 108(1) 10-Y'(1) 9-911) 7-411) 8-11"(1)y 8-811) 8,5(1) u C..10°a Singe Extrusion Profiles 5'-0" 6' 0" T 0" 8' 0" 7-0" 10-0" 11'-0" 12'-0' 0 2"X S X 0.050"X 0.050'Hollow 11'-1`(1) 10-6(1) 7-1111) 7.6`(1) 7-111) 8'7(1) 8311) 8-111) 7-1011) o ,� E 2 X 2 X 0.046"Hollow 4-0" 3'-8' 3'-5" 3 2" 2-I1' 2'10" Y-8" 2'-T 0 0 `o 3 w H'� 3 X 2 X 0.050'Hollow 5-5' 4-11" 4-T 4'3' 4'-0' 3-10' 3'8- 3-6' w Z'X4"X0.046"X0.10'8MB 7-211) 8-8"(1) 8'211) 7"4011) 7"6'(1) T-2'(7) 6'-11"(1) 6'611) 6-6'(1) w p-G C a C 3 X 2 X 0.072'Hollow 6-8" 6-1" 5-7" 5'3' 4-11" 4'8' 4'-6" 4-4" z 2-X5"X0.05X0.116"SMB 11'-7(3) 11'-1"(1) 10-611) 10-111) 7.7(1) 9'-3"(1) 8-11"(1) 8-7(1) 8-411) ce tO U �. 2 X 4 X 0.050'Hollow 8 11" 6'4" 5-10" 5-5" 5-2" 4'-11" 4'-8" 4 S m 2'X6"X0.0SX0.12^SMB 13'4(1) 37-7"(1) 11'-1111) 11'511) 10,1111) 10-6(1) 10-1"(1),l1.1 �7-911) 75(1) m a``a R 2)(45M8 6'2" 5'8" S-3' 4111` 4'7" 4'-5" 4'-2" 40` 0 0 Q 2"X7"X0.055X0.12'SMB 14'-1011) 13-11"(1) 13-3"(1) 12'-811) 12'1`(1) 11'-8(1) 11'-2"(1) 10-10"(1) 10.6"(1) 0 al:u R O 2X5SMB 7 10" 7'-2` 6'7' 6'-2' 5.10" 5-6' 5'-3' 5.1" '5 2'X8X.072"X0.2245MB 27-8"(2) 26-112) 24-9"(2) 237'(2) 27.7"(2) 21'-8"(2) 20-1112) 20.7"(2) 17-T(2) o �" 206 SMB 8 9" 8'0^ T-S 6'11' 6'6" 6'4" 5-11" S 8' zo 2'7(9'X 082'7(306.SM8 3513"2 33-3' 2 L 43 O O 207 SMB 11'4' 10 4" 77" 8'11" 8'6" 8'-0" 7 8" 7 4" O (2) 31'612) 30-1"(2) 28 9"(2) 27-8"(2) 26'-B'(2) 2517(2) 24'-11'(2) o 0 .o v t 2X8 SMB 17-3" 1517 14'-T 13'7" 12,17 12'-2` Il'-7' Il'-1' N 2"X30`X.092"X.789'SMB 42'-1"(2) 40-1'(2) 38-0'(2) 36'-3(2) 34'-9'(2) 33-4"(2) 32'-2`(2) 31'-1"(2) 30-1'(2) n S.q q'd Combination Semon 5' 0" 6' 0" 7-0" 8' 0' 7 0" 10-0" 11' 0" 12' 0" '' Fc7 _ = 3^X 3"X 0.090"HoNow I3'-1111) 11'-7(1) 17-8'(1) 10'211) 7-7(1) 9411) 7011) 8-9'(1) 8'-5(1) 15 'D 2X3 eft+1X206 6'4" 5-10" 34" 50" 4-9" 4-6" 4-3" 41` 0 7 b a 3"X 3"X 0.125"Hollow iS-2"(1) 14-7"(1) 14-1"(1) 33-811) 13-1'(1) 12'-T(1) 12'-1"(1)_�Il'-8"(1) 11'-4"(1)� 07 3 4 ply.d 2X4 HTr1X2 OB 7 9" 7 1" 6'-7" 6'4" 5110" 5.6" 5.3' S-7 > 2X4 SMB*1X208 70" 6'-5" 5-11^ 5'7"' S'3" 4-ll" 4'9" 4-6" O O Note:For Combination Semon,the lX2 Open Back mat be fastened to the accompanying edge beam u so per special hastening elevation on Page 29. SHEET n r R-07 " ME GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition)2.1 Page 2C-8 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition)2.1 Page 2C-10 C d a S e. r is. a a. O1 e. a $ d. a Qs 3 +�+c is iNNs 3 �"x yxy�,iNI.c1 Z Syyi�c�c iNAs1 Z tStJJc Sc sc sNc t Su'c SAS S�SN✓c S 3 Sc S'c Sc Sc ' ; 4n NXXX !XxX,)t ; XXtC X nU1%X K . f� XXXX pr Awis, r O O p O G f G O O b G O G it4 GOO 8 G G G 3 g U'g§g ilgg3i 1 a.� ggga a.� gggg 1 o Asstsg i , §1 ttEEs —faits c i. uuuu � x 777Eat5 a uu7iati�aV777 � u iii % j a a 9 a a �O On w 4 w w a a ' n -.1'71 a:++ n `i4 Y+A n Y YYy A r, '...i.:4 A n Y V- i°, YY Yy A (� C Y 299'11 k 249 . ., 2449.19E - 44R4g5 - 48 4R9�gL p �7 n 4 a n a a d S if. a. n K , 1 ; 171.,4,,,„; a 8 m O i-710,4, ..,; p1 YY°)a• a$ YYY?A 5Q Y Y Y y�4 A e 171-,.1„ ; P 6 N Y Y a A a. p N Z -446;+ ':.--'� O G •.'W P y-.-L' 88,1=6;.- .- g4R6462 � 444y 6' �n 444°;t 7f- - YF Z tnd 7m p.o• �Dn 3 �5�. Q O. 2 O. Q O D cl ' 2 4 YYmA ",,,h,1 .A -7"4...,.0.6 6' t0 YYYyy� 117 YY Yu,,na SSS i° YYYa:Ana ; r8, G) 6 gyc4Htio 0 808, ,19 n y .44'44 nt 144°9' 9 co nn 44444 0a i444i4 at li = $ y3N 4 A oYY . ',n 4 8,y Ya!A ue •RYY may I --Y Y,,,.! p. 4 YY Yy u� I '4YY..1 CO y I 3 O i .1iotic; z1 oqR,4�'a .8,1 44°4°+62 to 441' • ±6 ?R4°I' w8 g44`1°I 8,g' o n mn -4n .n an vn m a o:'I V1 c4? YYh!@4 Y.:1 A Y Y YA,, YY'I LI m Y Y Yom!O.` �' o rioii'44 .istr:ti4 44"7161 o4 .ob 44/W9 44444 C co"i-,..3 o n o .1a:v34 m N4`9 ,`n 4'1....!4,O! ''!Y6:At m YY'4 LI 6: NYYym Ill 14161161 ."7'44°2 /x41.1..462 8,449/6: 5.6, a 8,00/a _a a Q d d i. 6'rir dQ YQQ D ?°:y L4 Y 6 `7''7= W Y Y Yy 4 Y ! Yy@a Y F YYYi Y YY'I 14 N W N y621.162e, 4.:y4i 1 wy"1.".q Q 44ayb 1 4x449 i 44'il-i a N n a'• cO�COPYRIGHT 2010 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF THE ALUMINUM ASSOCIATION OF FLORIDA tOCOPYRIGHT 2010 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF THE ALUMINUM ASSOCIATION OF FLORIDA 0 a to ro NJ n N V 0 0 0 0 0 0 D p� C W N 1-. a C R d is O t O O O ,IQ l g 6 . c N c mNN _ 4 m NN _ 4 m O N 40 N -4 O R 8 LY, N 4D 9' A N V N $ w rn ; En rn V n ga w A vi a i., .. n A. n C a r I N I s ID 3 �, w .a' o O N -0 T 40 S O N . Cr, 10 In N ? r8, V N O in O d O N In au L V1 V V O O N N 3 q In P in O o N • n 2 2 a --. w in v ^ 2 2 L Zc° .-. m v 3 62 o' 8,o N N N .p N _ US coF I--. 1-• in Z2 p C O .- n a' 3 a. O iv V 8,o a8, m O j. - v O I, c'' °' Q' 8OD O w 4:, A O n 0 o 3 N 2 NN Z 7 m 3W m Z oo `O o N a G0, rp�p S V CO ,O N 'CA CO a ?' U I W •a bp V 0, N in at w w w In N 4A r+ In A w 0 tn p 9 ip pip C = prp '3 O fD * ,1 CO 0 �- w mo,t4 m .1 Co o p V E. 0 n z V V O bp Oi O C 8 O8, V W A .D , O �L Q a a CD 9 y V 90 50 r N p V n 0, V CO 1D V n (VF N 4.. O V .c, 01 w N N V ~ V1 1 er N cr N ra' 3- jry NJ 0 0+ V 96 ~O :', y O" N 7 Ln 04 V :4, ~O N O Ni O~ V Cr, CO l.! 40 O C N 0 O V V y W O 1.11 m m a CI. r: o` M N F+ Designed in accordance with the 2: AAF Guide to Aluminum Construction in High Wind Areas as REFER TO SITE SPECIFIC SHEET 1 1 to Published by the Aluminum Association of Florida FOR PROJECT NAME,LOCATION 0 .ml Referenced by the AND DESIGN CRITERIA CO 4t 6th Edition(2017)Florida Residential Code(R301.2.1.1.1) and 6th Edition(2017)Florida Building Code(2002.4.1) . , Chapter 2-Screen Rooms-Exposure C Chapter 2-Screen Rooms-Exposure C Qa a 0 0 0 2 O 0 0 = SPACING(IN ITCHES)OF*14 SMS FASTEtf'AS THRUCOMPZ6ITE PA PEELS INTO EDGE BEAMS P. TAKE NOTE x1.the table assumes an edge beam wall thiclmess or at least 0.050" TA BLE 216 #14(V."0)SMS with 11/4'0 Fender Washers 1ta7 a TABLE NOTE 82:71is table is based upon ASCE7 10 pressures using Allowable Stress Design("ASD") spaced in accordance with Table 216 for the h TABLE TOTE 03:when tabular value exceeds 12,use 12 Z selected edge beam by roof panel load width Jvd F'O Velocity Design ROOF LOADS WIDTHS(PER EDGE BEAM TABLES)1N=EET W,.., (Maximum spacing 12"0.G) ii w Q Q i x r Zones qz uressure 5 6 7 8 9 10 11 12 i m 110 18.4 26.0 13 11 9 8 7 6 6 5 rn U: •r7-7 rr1777777rrrrr77777Trrr/rr i f n 120 21.9 30.9 11 9 8 7 6 5 5 4 O F /. ? 130 25.7 -36.3 9 8 6 6 5 4 4 4 rrr 777 _ < C -7 777 -rrr77 77 //////////////////////////// 140 29.9 42.1 8 6 5 5 4 4 3 3 W LCL!!J!J f/I.� I _ 150 34.3 48.3 7 6 5 4 4 3 3 3 W V 1- ,_ ii0-QZ ./. /////////////////////////%Lt ;1 JJ LLL 11JJ111St 4 3 3 2 2 vl z v 160 39.0 55.0 6 5 4 0 0 W _/ _ LLL!!JJ LLLl1lJJ/// 0 110 22.4 31.6 11 9 7 6 6 S 5 4 U O o ti > w 120 26.6 37.6 9 7 6 5 5 4 4 3 Composite Rod Panels(refer to _ =3R 130 31.3 44.1 8 6 5 S 4 4 3 3 O O Table 201 for Allowable Spans) cc C 140 36.3 -51.1 6 5 4 i 3 3 3 2 a 0.G Q w i. 1S0 41.6 58.7 6 5 4 3 3 3 2 2 [LI Ce yl Z W 160 47.3 66.8 5 4 3 3 2 2 2 2 Ir0 0 ma Edge Beam(selected from Table 202) 3 3cl 110 27.1 38.2 9 7 6 5 5 4 4 3 120 32.3 45.5 7 6 S 4 4 3 3 3 The tables marked Table 216 are arranged ~ _ 130 37.9 53.4 6 S 4 4 3 3 3 2 by the thickness("1")of the edge beam 4 rs fR 140 43.9 61.9 5 4 4 3 3 2 2 2 flange(penetrated by the#14 SMS). O0 O150 50.4 71.1 4 4 3 3 2 2 2 2 Screen Wall Post(select per Table 203) 1 0i 160 57.4 80.9 4 3 3 2 2 2 1 1 . 3 q _ r 3 110 18.4 21.9 16 13 11 10 8 8 6 m _- G u 120 21.9 26.1 13 11 9 8 7 6 6 5 u A • ///�\\\\ 130 25.7 30.6 11 9 8 7 6 5 5 4 ¢'C n-I N y = z 6 b �• 140 29.9 35.5 9 8 7 6 5 4 4 4 C Q O 0 ea 0 150 34.3 40.7 8 75 4 4 3 3 3`o ed u 160 39.0 46.3 7 6 5 4 4 3 3 3 u t b pq C O ROOF PANEL FASTENING DETAIL#33 fff"f2222 120 22.4 31.6 13 9 9 7 6 6 4 x m x 1' 0__ F. i 1 n 120 26.6 37.6 9 9 7 6 5 5 4 8.g u J 2 - 130 31.3 37.1 9 7 6 S 4 4 3 u 0 _ 140 36.3 43.1 8 6 5 5 4 4 3 3 u QE.0 y 03 Q - . o w 150 41.6 49.4 7 5 5 4 3 3 3 2 2 E-0n ce0 F 160 47.3 -56.3 _ 6 5 4 3 3 3 2 2 8 e = 8 w ° O O ALTERNATE DETAIL FOR THE CONNECTION OF °` . 110 27.1 32.2 10 9 6 6 5 4 4 =v §w 41- as w m r� l20 32.3 38.3 9 7 C 5 5 4 i 3 Q rz p COMPOSITE ROOF PANELS TO SUPPORTING BEAMS 0 130 37.9 45.0 6 4 4 _ 3 3 3 = _F I o .- 4 140 43.9 52.2 6 S 4 4 3 3 3 2 3$ s i 0z 150 50.4 -59.9 5 4 4 3 3 2 2 - C -0 o 0 0 a 160 57.4 68.2 5 4 3 3 2 2 2 2 y 2 8S :o W S b- s = 0 -O ma 7a W.o a a [7 . ._ g Q Y SHEET# R-09 r • AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition)2.1 Page 2C-28 Page 2C-29 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1 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 ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE STRUCTURAL LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PEE)1 L/80 I L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120_L/180 L/240 ENGINEERS 10 16.17 1576 15.03 14.10 10 1750 17.50 16.91 15.96 10 .. .. - 18.31 17.66 10 20.11 20.03 19.42 18.81 20 13.44 13.44 12.22 10.35 20 16.64 15.96 14.06 12.16 20 18.11 17.66 16.36 15.06 20 19.02 18.81 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 14.41 12.46 30 17.93 17.58 _ 15.73 13.89 PO BOX 10039 40 922 9.22 6.60 2.85 40 13.69 12.16 8.36 4.56 40 - - 12.46 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 Tel:(813)857-9955 60 7.40 6.39 0.98 - 60 10.75 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 Rev/Date Description 80 6.33 2.64 - - 80 7.80 4.56 - - 80 10.26 9.86 4.67 - 80 12.46 11.43 6.52 1.60 � IssuEO TOR TOT 62 [01 p1,'., Edthon 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 A (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 (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 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 23.64 23.64 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 J 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 Q 60 9.13 9.13 7.51 3.64 60 13.84 12.24 7.00 1.75 60 15.96 15.96 13.24 9.93 60 19.39 19.39 17.37 14.70 J O 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 LU cc 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 17.26 14,35 10.49 ZCO < Z a Y G 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 0 o o to so 1- (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) 0- M (n 3 NET NET NET NET 2- m-1 a �0 MAX. ALLOWABLE SPAN (FT) MAX. ALLOWABLE SPAN (FT) MAX. ALLOWABLE SPAN (FT) MAX. ALLOWABLE SPAN (FT) o 0 LL ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE 0 o 0 3 6 LOAD (PSE)' L/80 L/120 L/180 L/240 LOAD (PSE)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 E . 0) U Q LU 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 2400 23.84 70 2 W O 20 18.06 18.06 18.06 18.06 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 H 0 Q 7 30 15.13 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 vt 7 U z F 40 13.34 13.34 13.34 13.34 40 20.86 20.05 17.02 13.82 40 21.75 21.75 21.33 20.20 40 22.23 22.23 21.85 20.85 Q O O 2 2 Q 50 12.10 1 .10 10.91 50 ' 19.62 18.47 14.62 0.62 50 21.02 21.02 49 .07 50 21.53 21.53 21.10 CI) 60 11.17 111..17 11.177 8.43 60 18.38 16.89 12.22 17.42 60 2029 20.29 19.64 17.94 60 20.82 20.82 20.36 18.87 J O U Q 70 10. 44 10,44 10.30 5.95 70 17,14 15.30 9.82 4.22 70 19,57it 19.57 18.79 16.81 70 20.11 20.11 19.61 17.87 § 0 4a 80 985 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 .. d LU 0 J GENERAL NOTES tL SEAL JOINTWITH I. Composite panels shall be constructed using type 3003-H154 aluminum facings, I or 2 PCF ASTM C-578 carpenter brand EPSCONTINUOUS CAULKING adhere to aluminum facings with Ashland Chemical 2020D ISO grip.Fabrication to be by Elite panel products only in • -e-4 1,7• • • • •--( accordance with approved fabrication methods. 0000 1. 00000C) .'- ',7_ DRAWN BY.. Dn( 2. Elite roof panels maintain a UL 1715(int)class'B'(ext)rating and are NER-50 I approved. ) O O O O O O O O O O C d Li CHECKED BY, Drn 3. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida BuildingCode SCALE AS SHOWN „ q • • • • •,i • • • • • I DATE' 2/19/12 6' Edition(FBC),composite panels comply with Chapter 7 Section 720,Chapter 8 Section 803,Class A interior finish,and BOTTOM FACINGS Chapter 26 Section 2603.All local building code amendments shall be adhered to as required. INTERLOCKING-CROSS SECTION OPTTER oR 4. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions(including DRIP CAP 0 Y' K/� load combinations)using the data from the allowable loads tables and spans in this approval. SLOPE a' MAX WIDTH INTERLOCKING �tGENSF 7 PANEL (1/4'/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 o v v v O O O 000002/' s O U tS� ooVEI3tP{(IM,P.E. in structures"not to be considered living areas"per Section 1616 unless impact resistance in accordance to the HVHZ a �`�p o0o0o00000o "±-':i EPS CORE 1LB OR 2LB Oo O000Od * FLA.MEG,NUMBER 49497* requirements are met. o_0„O„o„o„oP1 a„ o0O00ooQ 6. Safety factor of 2.0 has been used to develop allowable loads and spans from testing in accordance to the Guidelines for H o o• A DO KIM&ASSOCIATES.L1�{ o ALUMINUM BOTTOM Aluminum Structures Part I and conforms to the FBC Chapter 16 and 20. = II FACINGS °o° CAN 29667 t/ 7. Testing has been conducted in accordance to ASTM E72-05:Strength'fest of Panels for Building Construction. I- CLEAR SPAN (L) INSIDE TO INSIDE o°; O.H.-- 01 PO �1 9�L 8. Reference test reports:HETI-05.1988,HETI-06-2104.HETI-06-2066,HETI-06-2105,HETI-06-2067,HETI-05-1002.HETI- o° SS/O (G�1`;' 06-2107,HETI-05-1987,HETI-06-2069,HETI-06-2070,HETI-06.2071,HETI-05-1994,HETI-05-1991.HETI-06-2072, ENGINEER OF RECORD TO PROVIDE go: ,b NAL 111` HETI-06-2073,HETI-06-2074,HETI-05-1996,HETI-05-1989,HETI-05-1993,HETI-05-1985,HETI-05-1995.HETI-05- FOR ROOF CONNECTIONS 6 ADD THICKNESS OF °o. 36' MAX IN FRONT 6 25'/, 7SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL °0O OF PANEL WIDTH B SIDES 1990,HETI-05-1997,HETI-0S-_037,HETI-05-2029,HETI-05-2039,HETI-OS-_030,HETI-05-2041.HETI-OS-_048,HETI- THIS OR ANY OTHER ENGINEER. PANEL SPAN D0. (12' MAX AT SIDES) 05-2036,HETI-05-2031,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 Perm : 71 eSW,v ` 06,c)2.— NOTICE OF COMMENCEMENT State of Tax Folio No. County of I _ (.w 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 is sta ed i this NOTI OF OMME EME T. Legal Description of property being improved: /0 D C �(/�L, /, ctS Address of property being improved: 1140 CJ d J,( ky / / 2-/f"v1!-/� �,.eaP,A General descripti. .f improvements: (�o cf7g2 reed-) n Go Cur2 Owner: , Aid _ Address: O / M, � �i/��i Owner's interest in site of the improvement: ha 0 , L3 S40933 Fee Simple Titleholder(if other than owner): Name: Contractor: 9951 Atlantic Blvd,Suite 317-5 Address: Jacksonville,FL 32225 G} Telephone No.: /9 5 D360 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: Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER; `%•• o.(GOOD/i/4. ti Doc#2020034285,OR BK 19102 Page 2038, SIgned: fN 1116, ��� / Number Pages:1 Before me this I day of >► x �� f z•,my of i i. ate Recorded 02/12/2020 02:03 PM, Of Florida,has personally appeared/( • CI G-• ro r Comm.#GG 129755 _ RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL Notary Public at Large,State of Flo da,County of Duval. My Comm.Expires COUNTY My commission expires: Ju131,2021 S - RECORDING $10.00 Personally Known: O�\��• Produced Identification: AL ��/1,•UP F'``k‘�