Loading...
760 Plaza (vault) CITY OF ATLANTIC BEACH 800 SENMOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00034070 Date 10/13/06 Property Address . . . . . . 760 PLAZA Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc installation of water heater ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ TULL, KENNETH L. JACKSONVILLE PLUMBING AUTH. 760 PLAZA 10611 AKERS DRIVE NORTH ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 (904) 720-5647 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/11/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 42 . 00 42 . 00 . 00 .00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. a, CITY OF ATLANTIC BEACH 4r `s PLUMBING PERMIT APPLICATION J �r Date: Property Address: Owner: eec ,L e T"(_-'11 Telephone#: —2-1-l"? - 716 Contractor: f t �c t�r 4?J��•e ✓�,1 r Ai dkiDl I'4,c4 Telephone#: 7,20­37 Contractor Address: .e Fax Contractor Signature: In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, ❑ New list the building permit number: ❑ Re-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer ' Water Heaters Sprinkler System Other *See attached sheet see For Backflow and Irrigation procedures Fees Permit Issuing Fee: $35.00 Total Fixtures: �_ X$7.00 + $35.00= 800 Seminole Road .Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800. Fax: (904)247-5845. http:l/www.ci.atiantic-beach.fl.us Revised 9/06 CITY OF ATLANTIC BEACH CROSS CONNECTION CONTROL BACKFLOW PREVENTER INSTALLATION REQUIREMENTS INSTALLATION: General installation instructions. 1. All devices larger than 2 inch must be installed on hard metal pipe. The metal piping must include all components up to and including the first upstream and down stream underground elbow joints. 2. Assemblies 2 inches and smaller may be installed on PVC pipe. Schedule 80 pipe must be used near trafficked areas. Support brackets and guard posts are recommended. 3. Device assemblies are to be installed a minimum of 12 inches above flood grade. Measurement is to be made from the lowest point of the device. The maximum height of a horizontally installed assembly is not to exceed 60 inches. No vaulted installations are allowed. 4. Vertical installation of DCAs is permitted on fire risers only and only if approved by USCFCCCHR. 5. All Devices are to be installed in a manner to facilitate testing. All valves must be fully operational. All test cocks must be easily accessible. 6. Freeze protection is required for Fire Suppression System Backflow Preventers and is recommended for all other Backflow Preventer installations. Such protection may not prevent the unit from operating or being tested. All Backflow Preventers must be inspected by a COJB representative prior to application of freeze protection. 7. Thermal expansion must be addressed in situations were a device application may restrict such expansion. 8. AVBs and PVBs must be installed a minimum of 12 inches above the highest outlet served. No valve may exist downstream from these devices. 9. CALL MALCOLM CLEMONS AT 247 5839 JOB ADDREVS y /�% ;Z G- TYPE WORK PROPERTY OWNER M THONE2 C0.CTaR � , TELEPHONE PEBmr,rNUMBS g �1 DATE / MPEC77ONS: FOOTENG SLAB TIE BEAM LLVTEL NALLLVG/SHEA?H G FRANENGICOVER UP MULATION FLTAL BUff-D NG f/ cER=c4= OF OCL'i7PAN ELECnUICAL PERAIM INSPECT IONS BOUGH FINAL 3&CHANIC4L PFS JIM 12VSPEC77ONS ROUGH F17VAL PLUMBLVG PFAMM EVSPEC77ONS ROUGH/UNDER SLAP T OPOUT WATER/SEVER SAL NOTES: CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FI 32233- Tel. (904) 247-5826 ROOFING PERMIT ;., .I f 11 -1 -«-;EI7 KIN .�, L CATION`.INE R TION .. -a Permit Number: 24683 Address: 760 PLAZA DRIVE Permit Type: RE-ROOF ATLANTIC BEACH, FLORIDA 32233 Class of Work: ROOF Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section:0 Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: 7,865.00 ` „ p ER°1I11FE7t1V1 `'CI � ° f` z Date Issued: 8/21/2002 Name: KENNETH TULL Total Fees: 75.00 760 PLAZA DRIVE Amount Paid: 75.00 NTIC BEACH, FLORIDA 32233 Date Paid: 8/21/2002 P , 0 X7191 Work Desc: RE-ROOF A4 HICK MAN CONSTRUCTI INC I 75.00 07 ' r S, P 41 �i a *% NOTICE- IN CTIONS T'"BE REQUESTED AT LEAST 24 HOUjAPRIORT NSPECTION BUILDING MATERIAL, RU^ � HAND MTHIS-WORK O PLAC N PUBLIC SPACE, AND MUST BE CLEARED UP AND, U BY C R ."FAILURE TO COMPLY WITH t' 'N. RESULT IN THE PROPERTY OWNER PAYING TWIC N MENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Oper: moll type: OC Drawer: 1 Date: arhm W Receipt me: am < iow"18 21MMi0LDING 1 875.80 CITY OF ATLANTIC BEACH 7+60 PLAZA DR C[ CDDC><S ion 875.00 TiU# datQ: 9/21/82 Tift: 14:47:39 P. y ,. � F.9j.-IL141 _.... �City of Atlantic Beach•800 Seminole;Road•Atlantic Beach, FlPhone:(904)247-5800• FAX(904)247-5805 •httpJ/www/ci.atiantc-beach.tl.us PERMIT APPLICATION FOR ROOFING JOB LOCATION 72,2plGt Z a-- '4� /Q/�,'-7 C' eGZG�"7Ztll � OWNER OF PROPERTY E 1 -� / / PHONE# �� - a 9 -- 71 G CONTRACTOR �D-'), /& CONTRACTOR ADDRESS C• BDX ��� gs-!/C ZIP_i�/� CONTRACTORS LICENSE NO. CG' d 5 Z PHONE# SCOPE OF WORK DECK SLOPE GREATER THAN 2 : 12 LESS THAN 2 : 12 ACTUAL tv VALUATION OF WORK S 7/ 5 . L PRODUCT NAME& MAT L TO BE USED_,lf e ASTM DESIGNATYQN(S) A KEQUIRED INSPECTIONS SHEATHING , w ,RNAf,bllt ° ' .a LIBILITY INSURANCE POLICY SUPPLIED YES NO WORKERS COMP_POLICY SUPPLIED Y YES NO Cite of CONTRACTOR LICENSE SUPPLIED 'Y YES NO [T J OCCUPATIONAL LICENSE SUPPLIED �p YES NO SIGNATURE OF OWNER d . SIGNATURE OF CONTRACT SWORN RZ$iiD THYS JY DAY OF, �� 200 Z. DONALD L.H"MAN AR o My Comm Exp. 11/3/2002 AS TO No.CC 78807 NOTARY PUBLIC I 1 Personally Known y�00w i.D. AS TO CONTRACTOR NOTARY PUBLIC Plug 21 t12 G1:13p "ICKMRN CflSTR CO 3523774656 P• 1 FB ii2W .rw...r.........._ 5 �K Rrr:!OM L(7 My"Io:fmUoar aelf.addrucad camped ear". ddresr: /:fJ -012 -$L FL '3`�ll a7 //�� - ok 10625 Pagw 770 b1A IA61r4att 111 PTLPartd hy: �6r.• �" I Bmk pp��gp00 4193 1 Patti 770 sd,arc: P f• $� J� �nA t/+1$G'1/1L F I.•. Filed I RKWANd 3 d&07 7I09/20/M Ftl TER 01:17:27 PN openy APPraicers Parcel Iden+iticatioa L1.W I:IRWIT MT x"awy ooc�o tow I x:00 QQC��M�IppFY��' tt! $�ii�..ee0eee SPAM ABOVSTNIS UNE POR P90CHSS{NO DATA, i SPACE AidflE'IS skmr.Foe eECO wi"JrA7, NOTICE OF COMMENCEMENT Permit No Tax Folio No. State of Florida counfye 17u Yom/ } /7/ 67- 0-091? The undersigned hereby gives notke hist improwmerrts will be mads to certain mat property,and In accordance a M chapter 713 of the Florida Statutes,the lof oring Information Is provided In this NOTICE OF COMMENCEMENT. Legal description of property(ncdude Street Address,It available) 30— D 4* 31P—aP-S`—�4• k0hlgltl a 10,6i General description of improvements Owner's Name eth 4. Tia71 2e C!/G T. Li L j t Address 7!sQ .0/6L7_L_L AZAt'k Owner's Interest In silo of the improvement f><P aS,1 ,21e_. Fee Simple Tide holder(if other than owner) Address Phone:, Contractor i2lg I .,�y L• /f�c1E'�Y/�Lil Address Pd. B/iC 597 �i��t'i Py—%, V Phone:,,x..V7..Ph0 Fax: 35.7. _T77- Surely 77•Surely_ .923N_97 Phone: Fax: Address Amount of bond= Lenders Name Address: Phone: Fax: Pensions within the State of HorWa designated by owner upon whom notices or other documents may be served as pra I vided by Section 713.13(i)(a)T,Florida Statutes. Name 6 Address Phone: Fax: In addition to himself,owner designates Of Phone: Faz: r to receive a copy of the Lienor's Notice as provided in Section 713.13(l)(b),Florida Statale& Expiratio to of Notice of Comr�peocament(the expiration date is 1 year from the date of recording unless a different date is specified) Irnawa oroaiw Pop■$Id—of orae a NOTARY RUsaER STAMP lHAL I have rcl{cd lWt idoatificalics oof�thye Affiaat. D11 IWS at j I1MCt MMPjwNa ODt�11 66 rAft Sworn as M! _17 day e6 I y BaBBro> aglo , a FRarar War STATE OF FLORIDA DUVAL COUNTY 1,THE UNDERSIGNED Clark of the Ckmk Court Duval County Florida,DO HEREBY CERTIFY the w0la and foregoing is a Irue- and correct copy of the 660bal as It apprlare on nowt Myd file in fl>e oft of IM Clerk of Gmen Court of Duval County,1`1 816, and are same Is in full lo'ca and elect. WITNESS mylhand tadclhis seal of Clerk f of ,pcksinnift fkxlda,e{ia tne2!?day Of A.D.,20 Rl F R Clads,Ckcun and Cowl Court Coutey,Florida^� ACORD,. - CERTIFICATE OF LIABILITY INSURANCE�SR sx DATE(MM/DD/YY) ATIOHO 05/20/02 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE USI Florida HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR P.O.Box 1268 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Ocala FL 34478 Phone: 352-351-2289 Fax:352-351-8969 INSURERS AFFORDING COVERAGE INSURED INSURER A: Zurich Insurance Services, Inc Hickman Construction Inc DB1NSURERB: Hartford—SCICA ' National Homecraft INSURER C: P.O. BOX 5515 INSURER 0: Gainesville FL 32627 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, UP I LTR TYPE OF INSURANCE POLICY NUMBER DATE MM/DD/YY DATE(POLICYMMPDD/YY) LIMITS GENERAL LIABILITY - EACH OCCURRENCE $ 1000000 A X COMMERCIAL GENERAL LIABILITY SCP040408990 05/20/02 05/20/03 FIRE DAMAGE(Any one fire) $ 1000000 CLAIMS MADE FRI OCCUR MED EXP(Any one person) $10000 PERSONAL&ADV INJURY $ 1000000 GENERAL AGGREGATE $2000000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2000000 POLICY f7 PRO LOC JECT El AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1000000 A ANY AUTO SCP040408990 05/20/02 05/20/03 (Ea accident) ALL OWNED AUTOS BODILY INJURY $ X SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS LIABILITY EACH OCCURRENCE $2000000 A X OCCUR 7 CLAIMS MADE SCP040408990 05/20/02 05/20/03 AGGREGATE $2000000 DEDUCTIBLE $ X RETENTION $ 0 $ WORKERS COMPENSATION AND TORY LIMITS ER B EMPLOYERS'LIABILITY 21WBGDW7556 09/10/01 09/10/02 E.L.EACH ACCIDENT $ 100000 E.L.DISEASE-EA EMPLOYEE $1 0 0 0 O 0 E.L.DISEASE-POLICY LIMIT I$5500000 OTHER , DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS *30 days notice of cancellation required on Workers Compensation CERTIFICATE HOLDER N I ADDITIONAL INSURED;INSURER LETTER: CANCELLATION ATLANBE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL City of Atlantic Beach Building Dept IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 800 Seminole Rd REPRESENTATIVES. Atlantic Beach FL 32233 Michael G. Powell ACORD 25-S(7/97) ©ACORD CORPORATION 1988 i AD 0;4`5 5 8 42 STATE OF FLORIDA DEPARTMENT :,HUSYI�ESS ANDPROFESSIONALREGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SEQ#L02061300671 MARi 12002 011133109 C!C!C!057 A T., The ROOFING CONTRACTOR Named below'=IS -CERTIFIED !{ 4-J Under the provisions of Chape ' 4$9� FS. t Expiration date: AUG 31, HICKMAN, DONALD LAWRENCE NATIONAL HOMECRAFT JACKSONVILLE 4647 NW 6TH STREET SUITE E GAINSVILLE FL 32609 J98 BUSH BINKLg GOVEERNOR DI,SOLAY AS REQUIRED BY LAW KIM SECRETARYEYER CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address- 17 l� 0 Ptq Date Heated Square Footage @ $ per sq ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ 0y S - ` 7i, Total Val ion 1st $ 40 h r' $ 3 S Remkining Value $``'' p oer thousand Y portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ 2 ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE .0050 $ OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well ; Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: Aug 21 02 02: 12P HICKMAN CNSTR CO 3523774656 P• 1 AUG-21-02 WED.02,00 PM FL. METAL SALES MFG, FAX N0. 904 786 2092 P. 01 �� ..dAT RD NUFACTURING CORP. j?g3RTA , e..wrdw+w-ootax- SELLERSBURS,IN 47172 ORWR *4 —ter 9!�►Nc:�t P28 1215 - Qu VENDOR SNP TO " !' r mTromi., S rm, c70kP r ",TAt, sAms YPC �,.;t%Pgyp P o BQX 36(>1064 71.10 .STUART Avir bl. PITT.3BEJ►BCrld PA 152.51-11964 JACKSONVILLE. L - J L ORDER PLACED WITH BILL TO r M&TAT, SATS MFG CARP wl 7800 SR #80 PHONE SSLURSBUR'3 .IN 4717-2 Y 1 TTEVi- 1207,500 D� X 27 7/lC;, 7t1`3W X853, t Rt! An'lso 1't1:CT ur 7tiI+Nu13' MW-W, 7fb9AT/1)RY DrUjIM,, (NI . 1/01/02 1.1 00 1. 2 I T*l— 2'x7.t3C►6C1 .4147MINP X 40 7/11, E" d 11553. G'R80P G(90 • llFT..TVIi:�? • 1 NIL- f�Iq� L ' ✓1 ��r ,)1.8 K ;?i.4a-r' (28W tTAI.V s,lt'1M1st K 27 7/16. A4S'iK .A651i, G !) Itrky' CHEM TREAT/DRY ))Fi.+WER ON ./o ).. i / .0142 X 47.075 OR L n►. c"U'v .014 2PRTO X 47.375, ASTH AM.'s 01.10 LTlQ < 4Qf.► l/ PELT VE: ON 1/01Z 1. Ls w � 1. rt)ii:, :£1:U A1:+: Althi?fit';FTl TO M14a"I141. ,`ALF:S 1T PURCHASP.KAX C' sAF'.0 XFICA7tfl1;.; ;3. STANT)Aff , PAfiP,k :Pfl) i7kPPET7G 4. (,:1NTK, )L A+:l4xA T tiSl T WAVY UDGES. AND VUTr, CENTRRS. M WAY. AOCIEPTI ) r. ;filet; COG,f I I TO SWT.,I), F'Y9 T'') 53KY ic"RIXTI T SIDE UNLOADING :I.MCSIVAL FU AW _DON 7 R SI I IFcr ra i T"a rest 'ATE SALES TAX W) FE004AL QXGIiE TAX EXQf7110N ["i TAtf E,(FMPT [3 d CT WIOOUwe O 1A"a '0 lM�TIRCAC l6 m0T RK�MN.F 1-._J fQA AOSA{,Eas imu LqS,�OROMIICiIItl{{2RMYTTOgA009M11Ci�0,1&TlN,AJCCCOO,pinpU��rilVATMT�HftUFMOFTHEIIN*OpFT,M�1M M�11�CpNA5BFOWN. �t1+ IffWP5UF 1%i►iIO�A� A ply{Fly��pp1WLICl&YAC EF,�MC�1�Aii SOF�IADM�.,CTCMVAW TO160" M 8Ktf AtJTHOAILEoyt M PtX CM&a OnCLM N AW#%VMaHT ANO UNQAL FOOM4E WI7,{p AGH S,HPMl W. §1507.5 Metal roof panels. The installation of metal roof panels shall comply witti the provisions of §1507.5. §1507.5.1 Deck requirements. Metal roof panel roof coverings shall be applied to a solid or closely fitted deck, except where the roof covering is specifically designed to be applied to spaced supports. §1507.5.2 Deck slope. The minimum slope for lapped, non-soldered seam metal roofs shall be 3:12. §1507.5.3 Material standards. Metal-sheet roof covering systems that incorporate supporting structural members shall be designed in accordance with Chapter 22. Metal-sheet roof coverings installe over structural decking shall comply with Table 1507.5.3. ,3�� 3 �,9_ L; — TABLE 1507.5.3 METAL ROOF COVERINGS ROOF COVERING TYPE MINIMUM APPLICATION RATE Galvanized steel ASTM A 653 G 0 zinc coated Prepainted steel ASTM A 755 Aluminum-zinc alloy coated steel ASTM A 792 Lead-coated copper ASTM B 101 Copper 16 oz per sq ft (4. 9 kg/m^2) Hard lead 2 lb per sq ft (9.8 kg/m^2) Soft lead 3 lb per sq ft (14. 6 kg/m^2) Aluminum ASTM B 209 Terne (tin) and terne coated Terne coating of 40 lb (18 kg) stainless per double base box, field painted where applicable in accordance with manufacturer's installation instructions. §1507.5.4 Attachment. Metal roofing shall be secured in accordance with manufacturer's installation instructions. In the absence of manufacturer's recommendations, the following fasteners shall be used: 1. Galvanized fasteners shall be used for galvanized roofs. 2. Hard copper or copper alloy shall be used for copper roofs. 3. Stainless steel fasteners are acceptable for all metal roofs. §1507.6 Metal roof shingles. The installation of metal roof shingles shall comply with the provisions of §1507. 6. §1507.6.1 Deck requirements. Metal roof shingles shall be applied to a solid or closely fitted deck, except where the roof covering is specifically designed to be applied to spaced sheathing. §1507.6.2 Deck slope. Metal roof shingles shall not be installed on roof slopes below 3:12. §1507.6.3 Underlayment. Underlayment shall conform with ASTM D 226, Type I. In areas where the average daily temperature in January is 25IF (-4IC) or less or where there is a possibility of ice forming along the eaves causing a backup of water, an ice shield that consists of at least two layers of underlayment cemented together or of a self-adhering polymer PRO - PANEL II Metal Roofing System ........... . .............. AW1111111111111 Aim. MAMIRM. ion V WINDOW SUPPLY, INC . NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF SEC. 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION. 1. BASIC WIND SPEED- 120MPH. 2. WIND IMPORTANCE FACTOR- 1.0 3. WIND EXPOSURE-CATEGORY (B) 4. INTERNAL PRESSURE COEFFICIENT- 1.05 5. COMPONENTS AND CLADDING-(27.19/-36.43)PSF. STRUCTURAL DESIGN SERVICES �Ke<nz�Ehlers, P. E. Licensed Professional y No.18243 531 South S.R. 434 Suite 2005 Engineer No. 18243 Altamonte Springs, FL 32714 531 S. SR. 434, STE. 2005 x`• sraz ; $�$ Phone (407) 290-2799 Altamonte Springs, FL 32714 fax 407 290-2953 ;r ( ) Phone (407)-290-2799 v - TABLE OF CONTENTS GENERAL TERMS----------------------------- - - - 1 INSTALLATION INFORMATION----- -------------------------------------------------- - 2 INTERMEDIATE LOCATION CONNECTION-----------------_--------------------------------------3 EAVE / OVERHANG CONNECTION--------- ----------------------------- ---------------------------- A RAKE / GABLE CONNECTION------------ ------------------------------------------------------------------ -5 RIDGECONNECTION---------------------------------------- -------------------------- HIPCONNECTION-------------------------- ------- ---------------------------- --------- ------------- ----- VALLEY PITCH BREAK CONNECTION------------------ ____------------------------------------------ SPECIFICATIONS-------------- ______________________________-_______SPECIFICATIONS-------------- ----------------------- ------------- --------------------------------- --------- ---------- SECTION PROPERTIES & LOAD TABLES-----_------------------______---------------_--------------10 SIDEWALL FLASHING DETAIL___________________ --_-_ HEADWALL FLASHING DETAIL-----------------I-------------- ------------------ ---------------------------- 12 ROOFSLOPE 1 :12 TO 2:12 ----------------------------------------------------------------------------------------13 Ken Ehlers, P. E. , PRO - PANEL {{ Licensed Professional ,��" ,f Metal Roofing System Engineer No. 18243 �a..�.... F Wh" 531 S. SR. 434, STE. 2005 r :C sT.' N o Altamonte Springs,FL 32714 No.18243 x Phone(407)-290-2799 omEFPMX :,,' NOTE: WINDOW SUPPLY,INC. THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M.P.H.WIND REQUIREMENTS OF SEC. 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION. Y�f@Sir SZ#�HS Corporate Office FOR MORE INFORMATION ABOUT THIS AND OTHER PRODUCTS VISIT: (812)246-1935zr r www.mtlsales.com GENERAL TERMS 6 4 3 7 2 cl 8 9 0 1. RAKE/GABLE 2. EAVE/ OVERHANG 3. CHIMNEY 4. CRICKET 5. VALLEY 6. RIDGE 7. HIP RIDGE 8. ENDWALL FLASH 9. PITCH BREAK 10. SIDEWALL FLASH Ken Ehlers, P. E. "°"•~`�..,� PRO - PANEL ll Licensed Professional Engineer No. 18243 ,�„ Metal Roofing System 531 S. SR. 434, STE. 2005 �I I Altamonte Springs, FL 32714 + : No 18243 �ry "" Phone (407)-290-2799 SIIA1F.C'F :a; �� � •,. NOTE: WINDOW SUPPLY,INC. THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M.P.H. WIND �•a�. REQUIREMENTS OF SEC. 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION. Page 1 � INSTALLATION INFORMATION STITCH SCREW WOODSCREW WOODSCREW I I I �--WOODSCREW / STITCH SCREW (RECOMMENDED AT ALL SIDE LAPS ON ROOF ONLY.) / FASTENERS RECONENDED AT ONE SIDE OF MAJOR RIBS. I I i SLOPE.......................The minimum recomended slope for any Pro-Plan II roofing panel is 3:12.Lesser slopes must use an extended valley and flasshing system,but no roof slope shall be less than 1:12. SUBSTRUCTURE----------Pro-Panel II is designed to be utilized over open structural framing,but can easily be used with a solid substrate. To avoid panel distortion,use a properly alligned and unifrom substructure. COVERAGE__......_ Pro-Panel It panels are available in a 36"with a 518"rib height. LENGTH Lenghts under 4'-0"are available with some cutting restrictions.Maximun recomended panel length is 45-0". Longer panels require addittional consideration in packaging,shipping,and erection.Consult Metal Sales for Recommendations. AVAILABILITY.. .............29 guage. APPLICATON................Commercial,Architectural,and Residential panel. FASTENING SYSTEM------Direct Fasten(exposed) FASTENERS................The fastener selection guide should be consulted for choosing proper fasteners for specific applications.Quantity and type of fastener must meet necessary loading and code requirements. MATERIALS.................Galvalume or Galvanized. FINISH ......................Colorfast 25 .See Solutions brochure for color selection.Considerations for crushing of bearing surface may be required. Ken Ehlers, P. E. PRO - PANEL 11 Licensed Professional •`" ' `'' Metal Roofing System Enineer No. 18243 53 S. SR. 434, ST)=. 2005 N; All Altamonte Springs, FL 32714 • No 18243 Phone(407)-290-2799 STatE� �ME R •,: NOTE: xPR1r�A. THIS STRUCTURE HAS BEEN DESIGNED F•':' 5.;�.. WINDOW SUPPLY,INC., TO MEET OR EXCEED THE 120 M.P.H.WIND REQUIREMENTS OF SEC. 1606 OF THE " "1 FLORIDA BUILDING CODE 2001 EDITION. Page 2 INTERMEDIATE LOCATION CONNECTION EXISTING ASPHALT (5)#10 x 1" SMS w/ ROOF SHINGLES EPDM WASHER PAINTED TO MATCH ROOF PRO-PANEL 11 ROOF PANEL \ 0 ryPsf ES Ov- ROOF DECKING S .��v HERS 3/4"x 1"x 1-3/4"x 20GA. STEEL "Z" PURLIN. 48"O.C. ANCHORED THROUGH EXISTING ASPHALT ROOFING INTO ROOF DECKING w/ #10 x 1"SMS OR EQUIVALENT ALL PURPOSE SCREW, PER SCHEDULE SEE PAGE 9. CROSS SECTION OF TYPICAL INTERMEDIATE LOCATION OVER EXISTING SHINGLED ROOF OR NEW WOOD ROOF DECK PRO-PANEL II #10 x 1" ROOF PANEL WOOD ZAC RADIANT BARRIER OR EPS FOAM INSULATION SUBSTRUCTURE NOTES: TAPE ALL JOINTS OF EPS FOAM INSULATION BOARD USING 2"WIDE FOIL TAPE. Ken Ehlers, P. E. PRO - PANEL II Licensed Professional Engineer No. 18243 F Metal Roofing System 531 S. SR. 434, STC. 2005 91xAll Altamonte Springs, FL 32714 No 18243 « _1Phone (407)-290-2799 NOTE: ' E I .N srarr Gc THIS STRUCTURE HAS BEEN DESIGNED r'<• PrP y WINDOW SUPPLY,INC. TO MEET OR EXCEED THE 120 M.P.H.WIND REQUIREMENTS OF SEC, 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION. Page----- -- ------ --- ---------------- - 3 EAVE / OVERHANG CONNECTION PRO-PANEL II EXISTING ASPHALT ROOF PANEL ROOF SHINGLES 3"WIDE FACE 26 GA. DRIP EDGE ATTACHED TO TOP SIDE OF"Z" PRULIN w/PANCAKE HEAD FASTENER. (4) FASTENERS PER 12'-0"SECTION. s OR ROOF DECKING ��F Ems 3/4"x 1"x 1-3/4"x 20GA. STEEL "Z" PURLIN. 48"O.C. ANCHORED THROUGH EXISTING ASPHALT ROOFING INTO ROOF DECKING w! #10 x 1"SMS OR EQUIVALENT ALL PURPOSE SCREW, PER SCHEDULE SEE PAGE 9. CROSS SECTION OF TYPICAL EAVE / OVERHANG OVER EXISTING SHINGLED ROOF OR NEW WOOD ROOF DECK PRO-PANEL II RADIANT BARRIER OR ROOF PANEL / EPS FOAM INSULATION #10x1" WOOD ZAC •.r. DRIP EDGE SUBSTRUCTURE it i f NOTES: i 1. Tape all joints of eps foam insulation board using 2"wide foil tape, including the top edge of the drip edge. ( 2. Attach drip edge to roof deck w/ pankcake head fasteners.(4) per 12'-0"section. 3. Attach panel at eave with #10 x 1"wood zacs, per manufacturers specifications. Ken Ehlers, P. E. PRO - PANEL II Licensed Professional Metal Roofing System 1='n1 »neer No. 18243 �atfFL L Fq'•; 53S. SR. 434, STE. 2005 ;r L.1•' ltr. i AI Io Altamonte Springs, PL 32714 f No 18243 « ` Phone(407)-290-2799 sTa'�> �Dr NOTE: WINDOW SUPPLY,INC. THIS STRUCTURE HAS BEEN DESIGNED •:%•?<: i ;4�V' "' � TO MEET OR EXCEED THE 120 M.P.H.WIND � - REQUIREMENTS OF SEC. 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION. Page RAKE / GABLE CONNECTION PRO-PANEL II RAKE TRIM ROOF PANEL "J"CHANNEL \ EPS FOAM INSULATION r r+rr� 7 r1.APY-r.><N,FlI!',, ;1<.rf .. r•.{✓ .,r""'� .r.7 t`.w r'.�e R•}7' a J'1' zr,F'` y! it *r .00 ROOF DECKING #10 x 1" SMS OR EQUIVALENT Y r,' ALL PURPOSE SCREW PANCAKE HEAD FASTENER CROSS SECTION OF TYPICAL RAKE / GABLE OVER EXISTING SHINGLED ROOF OR NEW WOOD ROOF DECK PRO-PANEL 11 #10 x 1" ROOF PANEL WOOD ZAC RAKE TRIM "J"CHANNEL RADIANT BARRIER OR EPS FOAM INSULATION DRIP EDGE SUBSTRUCTURE NOTES: 1. Tape all joints of eps foam insulation board using 2"wide foil tape, including the top edge of the drip/ rake trim. 2. Install rake trim to top side of drip trim and flush on outside edge. Allow rake trim to overhang 1" on eave of roof or equal measurement of roof panel overhang. Ken Ehlers P. E. PRO - PANEL II Licensed Professional ,• Metal Roofing System Engineer No. 18243 :•• F ': .... 9 Y •'Fri=;fie R 531 S. SR. 434, ST):. 2005 Al 10 Altamonte Springs, FL 32714 No 18243 « Phone(407)-290-2799 HOMEW NOTE: THIS STRUCTURE HAS BEEN DESIGNED WINDOW SUPPLY,INC. •;;;��x�•�l�+�;:• TO MEET OR EXCEED THE 120 M.P.H.WIND REQUIREMENTS OF SEC. 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION. Page ---------------- i RIDGE CONNECTION PRO- PANEL II RIDGE FLASHING ROOF PANEL #10 x 1-1/2" WOOD ZAC 'CRP SER R ROOF DECKING RADIANT BARRIER OR EPS INSULATION CROSS SECTION OF TYPICAL RIDGE CONNECTION OVER EXISTING SHINGLED ROOF OR NEW WOOD ROOF DECK #10 x 1-1/2" ,...• WOOD ZAC ><: PRO- PANEL II `: :>::::::: ROOF PANEL RADIANT BARRIER OR EPS INSULATION TRUSS OR RAFTER SUBSTRUCTURE NOTES: 1. Stop panels 2"from center line of ridge. 2. When ridge substructure has been removed for ventilation, install synthetic baffle material in open area. 3. Attach ridge flash with #10 x 1-1/2"Wood Zac fasteners 18"O.C. Install fasteners at every other high rib in the panel to avoid dimpling the ridge flashing. Ken Ehlers, P. E. I PRO - PANEL 11 Licensed Professional Metal Roofing System Engineer No. 18243 53 1 S. SR. 434, STE-. 2005 ;k ;�04� '�;��•. NAI IQ Altamonte Springs, PL 32714 A No.18243 "" Phone (407)-290-2799 w :.. NOTE: ;f,;. WINDOW SUPPLY,INC. THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M.P.H.WIND !x�-.,•` REQUIREMENTS OF SEC. 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION. Page 6 HIP RIDGE CONNECTION PRO - PANEL 11 RIDGE/FLASHING ROOF PANEL #10 x 1-1/2" WOOD ZAC S .. .� ERPF R ROOF DECKING RADIANT BARRIER OR EPS INSULATION CROSS SECTION OF TYPICAL HIP RIDGE CONNECTION OVER EXISTING SHINGLED ROOF OR NEW WOOD ROOF DECK RIDGE/HIP FLASHING #10 x 1-1/2" WOOD ZAC PRO - PANEL 11 ROOF PANEL RADIANT BARRIER SUBSTRUCTURE OR EPS INSULATION NOTES: 1. Bevel cut panels to match slope of hip and install. 2. When hip ridge substructure has been removed for ventilation, install synthetic baffle material in open area. 3. Attach ridge flash with #10 x 1-1/2"Wood Zac fasteners 18"O.C. Install fasteners at every other high rib in the panel to avoid dimpling the ridge flashing. I Ken Ehlers, P. E. PRO - PANEL II Licensed ProfessioiialEHH*I •` L Metal Roofing System Engineer No. 18243 a F 531 S. SR. 434, STE. 2005 ;:r``.•'�E.°� r4r�.R� All IFRI Altamonte Springs, PL 32714 No.18243 * i Phone (407)-290-2799 :.`^.wry. 5Ta;£�;• I NOTE: WINDOW SUPPLY,INC. THIS STRUCTURE HAS BEEN DESIGNED { TO MEET OR EXCEED THE 120 M.P.H.WIND REQUIREMENTS OF SEC. 1606 OF THE FLORIDA BUILDING CODE 2001 EDItION. Page — — 7 VALLEY CONNECTION PRO- PANEL 11 VALLEY FLASHING ROOF PANEL r #10 x 1-1/2" WOOD ZAC 2'• MiN RADIANT BARRIER OR EPS INSULATION ROOF DECKING CROSS SECTION OF TYPICAL VALLEY CONNECTION OVER EXISTING SHINGLED ROOF OR NEW WOOD ROOF DECK RADIANT BARRIER OR EPS INSULATION PRO- PANEL 11 < ? �� ROOF PANEL #10 x 1-1/2"SUBSTRUCTURE WOOD ZAC `"`"k: '�` VALLEY FLASHING NOTES: I1. Bevel cut panels to match slope of valley and install. 2. When valley substructure has been removed for ventilation, install synthetic baffle material in open area. 3. Attach valley flashing with #10 x 1-1/2"Wood Zac fasteners 18"O.C. Install fasteners at every other high rib in the panel to avoid dimpling the flashing. Ken Ehlers, P. E. ,, '" -r''�'°'••�,,, PRO - PANEL II Licensed Professional Metal Roofing System Engineer No. 18243 �a ••• •. •. F 531 S. SR. 434, STE. 2005 Aho _ Altamonte Springs, PL 32714 No 18243 k �i: Phone(407)-290-2799 t uldiF � I NOTE: WINDOW SUPPLY,INC. ! THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M.P.H.WIND j REQUIREMENTS OF SEC. 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION. Page -- —-L - 8 __ SCHEDULE OF ANCHOR SPACING FOR Z- PURLIN FRAMING 1. SCHEDULE OF # 10 SCREW SPACING INTO TRUSSES WIND ZONE/APPLIED LOAD VALUES LISTED ARE MPH 19/SF RESPECTIVELY Z- BAR LOCATION ON ROOF 120/29 130/32 140/40 A. EDGE OR RIDGE 1 @ 2'-0" 1 @ 2'-0" 2 @ 2'-0" B. INTERIOR PURLINS 2 @ 2'-0" 2 @ 2'-0" ------ 2. SCHEDULE OF # 10 SCREW SPACING INTO 1/2" 4-PLY CDX, 7/16" OSB. OR 3/4" SOLID WOOD DECKING. WIND ZONE/APPLIED LOAD VALUES LISTED ARE MPH/#/SF RESPECTIVELY Z- BAR LOCATION ON ROOF 120/29 130/32 140/40 A. EDGE OR RIDGE 11" O. C. 10"O. C. 8"O. C. B. INTERIOR PURLINS 5"O. C. 5"O. C. 1 4"O. C. 3. SCHEDULE OF # 12 SCREW SPACING INTO TRUSSES WIND ZONE/APPLIED LOAD VALUES LISTED ARE MPH/#/SF RESPECTIVELY Z- BAR LOCATION ON ROOF 120/29 1 130/32 1 140/40 A. EDGE OR RIDGE 1 @ 2'-0" 1 @ 2'-0" 1 @ 2'-0" B. INTERIOR PURLINS 2 @ 2'-0" 2 @ 2'-Q" 2 @ 2'-0" 4. SCHEDULE OF # 12 SCREW SPACING INTO 1/2" 4-PLY CDX, 7/16" OSB. OR 3/4" SOLID WOOD DECKING. WIND ZONE/APPLIED LOAD VALUES LISTED ARE MPH/#/SF RESPECTIVELY Z- BAR LOCATION ON ROOF 120/29 126/32 140/40 A. EDGE OR RIDGE 12"O. C. 11"O. C. 9"O. C. B. INTERIOR PURLINS 6" O. C. 5"O. C. 4"O. C. NOTES. 1 THE TABLES ABOVE ASSUME TRUSS SPACING OF 2'-0"O.C.. 2. MAXIMUM PRULIN SPACING 48"O.C. 3. SCREWS SHALL BE S.M.S.OR MULTIPURPOSE SCREWS AND LENGHT SHALL BE SUFFICIENT TO PENETRATE THE RAFTERS OR TRUSS MEMBERS 1-1/4". SHEATHING SHALL BE PENETRATED SO THAT THE FULL SCREW DIAMETER IS EXPOSED AT THE UNDERSIDE OF THE SHEATHING. f Ken Ehlers, P. E. _ PRO - PANEL II Licensed Professional Metal Roofing System Engineer No. 18243 �a "7. (.�� 531 S. SR. 434, STE. 2005 _r . 44 •44_ N. A110 Altamonte Springs, FL 32714 • : No.18243 R'0ME [[ Phone(407)-290-2799 K•: SiAtctF i:.. NOTE: WINDOW SUPPLY,INC. THIS STRUCTURE HAS BEEN DESIGNED = ' u;�/t�� �•,�,. TO MEET OR EXCEED THE 120 M.P.H.WIND REQUIREMENTS OF SEC. 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION. Page-------- -- -- ---- —_ i 1 ALLOWABLE SPANS FOR ROOF PANEL SYSTEMS SECTION PROPERTIES PANELI X Sx GUAGE DEFLECTION BENDING COEFFICIENT 29 0.0065 0.0140 26 0.0086 0.0159 NOTES: 1. Span based on deflection limit of L/ 100. 2. Sx= Ix/Cy 36"x 5/8"x 29 GA. GALVALUME ROOF PANEL WITH 3/4"SOLID INSULATION BOARD LOAD CONDITIONS SPAN CONDITIONS WIND LOAD APPLIED (MPH) LOAD(#/Sq.Ft.) ONE SPAN TWO SPAN THREE SPAN FOUR SPAN 120 29 4'-0" 4'-0" 4'-0" 4'-0" 130 35 4'-0" 4'-0" 4'-0" 4'-0" 140 40 4'-0" 4'-0" 4'-0" 4'-0" 150 46 2'-9" 2'-9" 1 2-11" 2'-11" 160 52 2'-7" 2'-7" 2'-9" 2'-9" 36"x 5/8"x 26 GA. GALVALUME ROOF PANEL WITH 3/4"SOLID INSULATION BOARD LOAD CONDITIONS SPAN CONDITIONS WIND LOAD APPLIED (MPH) LOAD(#/Sq.Ft.) ONE SPAN TWO SPAN THREE SPAN FOUR SPAN 120 29 4'-0" 4'-0" 4'-0" 4'-0" 130 35 4'-0" 4'-0" 4'-0" 4'-0" _ 140 40 4'-0" 4'-0" 4'-0" 4--0' 150 46 3'-2" 3'-2" 3'-7" 3'-5" 160 52 2'-11" 2'-11" 3'-3" 3'-2" Ken Ehlers, P. E. PRO - PANEL II Licensed Professional t �` E H . Meta/Roofing System Engineer No. 18243 tea.:<cc,c 531 S. SR. 434, STE. 2005 ;r .•w�''< Ore s. I Altamonte Springs,FL 32714 No 18243 « = Phone(407)-290-2799 r SrAlEiJ� How CRUT. NOTE' " I � F1Ga; r~'. WINDOW SUPPLY,INC. f THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M.P.H.WIND •x; `` REQUIREMENTS OF SEC. 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION. Page 10 SIDEWALL FLASHING DETAIL COUNTER FLASHING RINGLET OR SKYLIGHT FACTORY CURB FLASHING WALL/CURB ASTENER (BY OTHERS) SIDEWALL FLASHING (FIELD CUT TO HEIGHT) STITCH SCREW 1'-0"O.C. (TYPICAL) CONTINIOUS TAPE SEALANT CLASSIC RIB PANEL �2 U0 0 J 7— w 0 WO lL F. 1" FLASHING PROFILE Ken Ehlers, PRO - PANEL fi Licensed Professional ,,,•'"E'H"" Metal Roofing System Engineer No. 18243 ;�� ..•�.z¢.. 531 S. SR. 434, STE. 2005 W[OW2 Altamonte Springs, FL 32714 w � s •• . No.18243 � ■ oW '} Phone(407)-290-2799 WINDOW SUPPLY,INC. THIS STRUCTURE HAS BEEN DESIGNED ti3r2P33.. ' � .''�'��%•+ � s °'=f� •' TO MEET OR EXCEED THE 120 M.P.H.WIND �rrk,.�',• REQUIREMENTS OF SEC. 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION. Page 11 HEADWALL FLASHING DETAIL COUNTER FLASHING RINGLET OR SKYLIGHT FACTORY CURB FLASHING WALL/CURB ASTENER (BY OTHERS) HEADWALL FLASHING (FIELD CUT TO HEIGHT) TITCH SCREW V-0"O.C. (TYPICAL) CONTINIOUS TAPE SEALANT ELF DRILLER SCREW CLASSIC RIB PANEL UO 0 -J:1 FLASHING �O ` SPECIFY PROFILE ANGLE HEM 6„ Ken Ehlers, P. E. PRO - PANEL ll Licensed Professional Metal Roofing System );ngineer No. 18243 531 S. SR. 434, STE. 2005 r �sS +r... m All Altamonte Springs, FL 32714 * No.16243 �i Phone(407)-290-2799 V OW RMNOTE: THIS STRUCTURE HAS BEEN DESIGNED t�c;, r•. WINDOW SUPPLY,INC. TO MEET OR EXCEED THE 120 M.P.H.WIND {'1iR>• +' REQUIREMENTS OF SEC. 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION. Page 12 ROOF SLOPE-1 :12 to 3:12 SYNTHETIC SOLDERED SEAM STITCH SCREW SM5227"TACKY TAPE" BUTYL TAPE SEALANT ASTM E 1646 CERTIFIED / AAMA 804.3&807.3 1:12 TO 2:12 12"O.C. +212 TO 3: 12 24"O.C. WOODSCREW WOODSCREW WOODSCREW STITCH SCREW (RECOMMENDED AT ALL SIDE LAPS ON ROOF ONLY.) FASTENERS RECONENDED AT ONE SIDE OF MAJOR RIBS. SM5227"TACKY TAPE"BUTYL TAPE SEALANT - - T I ASTM E 1646 CERTIFIED / AAMA 804.3&807.3 --------------- <, Ken Ehlers, P. E. PRO - PANEL I Licensed Professional Engineer No. 18243 E H L _ Metal Roofing System g -� `' •••'�• •' `� • 9 y 531 S. SR. 434, STE. 2005 ``r``:y��jtl`^C4Pf. QN NAS I Altamonte Springs, FL 32714 No.18243 x �"` Plione(407)-290-2799 S TA TE cf 'E HM NOTE: 800 HAROLD AVE. THIS STRUCTURE HAS BEEN DESIGNED '+,`t�i{�i���•�'' WINTER PARK. FL.32789 TO MEET OR EXCEED THE 120 M.P.H.WIND REQUIREMENTS OF SEC. 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION. Page 13 CITY.OF ATLANTIC BEACH. 800 SEWHNOLE ROAD �N ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00034618 Date 1/22/07 Property Address . . . . . . 760 PLAZA Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc micsl generator ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ SHAFFERS ELECTRICAL CONTRACTING INC 431 AULIN AVE STE A OVEIDO FL 32765 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/21/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total .00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. rj t�1`Jrf�i, r tij CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: J . Property Address: Owner: _ l `T 1, L Telephone#: i Contractor: � �;1'l 1, �i fele hone#: l'I Contractor Address:4 , I bV r GlFU I l J �t�5 Contractor Signature: - In consideration of permit given for doing�eciel wor scribed in the above statement, we hereby agree to perform said work in accordance with the attached plans and s ns tchare a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of ood ractice litherein. Building: Building Type: ❑ Trailer Service: If other construction is ❑ New ')i Residence ❑ Temp. ❑ New being done on this building Old ❑ Commercial ❑ Signs ❑ Increase or site,list the building � Permit number: ❑ Re-wire ❑ Addition Sq.Ft. Repair Conductor Size: AMPS: COPPER ALS Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS PH W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Switches -in Ampq 31 100 Ah" Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS jaMER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf Ea. Si Miscellaneous V I CC 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• httn://wNvw.ci.atiantic-beach.f7.us Revised 1/04 5 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ' ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000857 Date 6/15/09 Property Address . . . . . . 760 PLAZA Application type description SHED PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc NEW SHED 8X10 ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ TULL, KENNETH L. OWNER 760 PLAZA ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/12/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH �4 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 O`�4 I Is 1 1 OFFICE:(904)247-5826 s FAX NO.:(904)247-5845 BUILDING-OEPT(d1COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY T.JOB ADDRESS: 2.VALUATION OF WORK 3.SO:FT.UNDER ROOF '7144Q.i /o -o - 4.L CRIPTION: 5.CLASS OF RK: 6.USE OF STRUCTURE NEW BUILDING 0 DEMOLITION 0 RESIDENTIAL LOT_BLOCK_SUB DIVISION 11 ADDITION ❑CONVERTING USE 0 COMMERCIAL 7.DE RIPTION OF WORK. 0 ALTERATION 13 ACCESSORY BLDG. 8.FIRE SPRINKLJF 0 REPAIR 0 POOL/SPA 0 YES 0 NIA F 0 MOVE 0 OTHER ONO PROPERTY OW R:, CONTRACTOR: ARCHITECT-/ENGINEER: 9.NAME: QSlula 5.COMPANY NAME: 23.COMPANY NAME: of&I 6. AME: 24.LICENSEE NAME: 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: /t7 4 �/az.G�- 18.ADDRESS: 28.ADDRESS: 11.OFFICE PHOIJE: 12.FAX NO.: 19.OFFICE PHONE: 20,FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: 13.CELLPHONE: 21.CELL PHONE: 29.CELL PHONE:- 14. HONE14.EMAIL ADDRESS 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: FEE 01H E TITLE HOLDER: < BONDING COMPANY: MORTGAGE LENDER- OF OTERTIWroNNB�' 31,NAME: 33.NAME: 35.NAME: 32.ADDRESS: --. 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is Commenced. 1 understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT-I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning.I will not occupy or use the referenced building or any part therof,until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. * 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. OWNER or AGENT CONTRACTOR ��// (If Agent Power of o/r/Agency LOW Required) (Oualifler(my) Sigry}d: ° ` Date: 4 -�s " 0 Signed: Date: Before me this-4f-day of ,2009 in the county of Before me this day of 2009 in the county of Duval,State of Florida,has personally appeared Duval,State of Florida,has personally appeared herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. true and accurate. Notary Public at Large,State of County of tt/ Notary Public at Large,State of ,County of 0 Personally Kn0 0 Personally Known Produced 0 Produced Identification- neu Notary Sign u( Notary Signature: Com plres e ��` Co #DO 516!533,. Bonded By tional Nota BLDG01 Permit Application Bldg:REVISED:12/13/2033 Date... _y �l ._.1! Permit ! 03 S0 ......Fee CITYOF ATLANTIC BEACH ®o 1 Valuation ;.-��.:..................._.........._......... FLORIDA Hous. APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all Sub- contractors engaged by him are duly licensed in the City of Atlantic Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. Date......._.._......_. Owner..-,�wy-----------------------------°-CZ u L.L_...................... R-0 Address-:74.�`.... L•i4 Z/¢-..., '0.....Telephone No..L4.4._��. fz� -------------•----- Architect.............................................................._............................... ddreu.................................._.__.....__....._�Telephone No-----_-.---------------- Contractor Builder.....= 4C- ........................................................Address............................_.............................Telephone No...... Lot No.....1.�.....................................Block No.­.6...................... Division-.��1L.-�:L....'.!9 M.S............!<!. q . �s�. - .......................Street...............-...-......Side Between. rSts. , - Valuation ¢--1 _/_' ' ..........For what purpose will building be used. •� ..... .......Type or constraeaon !LC.! !`'u�'`y`-. f -y Dimensions of Building..-_..................................Dimensions of Lot.so'6S....X-.7_-? /O f r x °t � ................._._$ize of Foot{ngs........._......................... Size of Piers... . 1..x. O�ize of Sills................................Greatest Sill Span in ft......._.................Type Roof........_..... ........... _�.. How will Building be Heatedt............ ........................Will Building be on Solid or Filled Ground?...�; ' 6jr SLXA Size of Ceiling Joists........................................... Distance on Centers..................................._......., Greatest Span............. Size of Floor Joists...............................................Distance on Centers............................................ Greatest Span-................... .-.._ _.. Size of Rafters.......................................................Distance on Centers.......................................... Greatest Span......_...-....._..... _.._.._. This sect nxie is to represent the lot Locate the building or buildings in the A ht position. Give distance in feet from APPROVED ff lot-lines and existing buildings. CITY OF .AT1.ANT1U BEAMI REAR LOT LINE Two copies of plans and specifications shall BUILDING OFFICE be submitted with application. %6 q 30 Inspections required. �� 8 198 1. When steel is in place and ready to pow footing. ` S. When steel is in place and ready to pour columns&Mlo y S. When steel is in place and ready to pony beam. �"yy ,s,,,� u x .7 4. When framing is completed. b. When rough plumbing is completed,and ready to cover up. qsS 6. When septic tank drain field or sewer is laid but before it is covered. W Z. Electrical inspection by City of Jacksonville. C C L Final inspection. Note: In case of any rejection,re-iaepeetion MUST be called for after corrections are made. FRONT OF LOT In consideration of permit given for doing the work as described in the st*ve statement, we hereby agree to perform said work In accordance with the attached plans and spedneations, which are a part hereof, and in accordance-with the building regulations of the City of AAI&ntic Beach._ _� Signature of Bnildes_!'�._�w..w r -� j�J ellAddress . �' �� ...............................................� _... ............. L 7rc ` _ /. Signatureof Owner...... .........� .........__...... .._. ._.._ Address...__.._.�..._..._..._._.._......_.........._.......................................».. CITY OF ATI..FINNNrIC BEACH 716 OCEAN BOULEVARD ATIANTIC BEACH, FLORIDA ADDENDUM TO BUILDING PLAN 1. Building 7 ocatian z / K fZX 2--4 2. The attached plan for the above building is approved subject to meeting the following applicable construciton requirements: a. Footings shall be continuous monolithic concrete under exterior walls, reinforced with two 5/8" deformed reinforcing rods for one-'story buildings and three 5/8" deformed reinforcing rods for two-story buildings. Reinforcing rods shall be placed in the lower one-third of the footings, properly placed and fastened on metal cables with wire. Footings shall be six inches wider on each side than the wall above, shall be at least eight inches thick and shall rest on firm soil at least twelve inches below undisturbed soil. b. In hollow masonry unit ccnstruction, each unit cell shall be reinforced with at least on No. 4 bar at all corners, poured and tammped with concrete; such rein- forcing shall be properly tied into the footing and spandral beam- c. All wood truss rafters (roof construciton) , shall be securely fastened to the exterior walls with approved hurricane anchors or clips. d. Construction of nearby one-family dwellings, which are duplicates or intensely similar, shall be avoided. Such similarity considers the external configuration and appearance (i.e., roof, outer wall materials, window size and design, and other like characteristics) of structures. in- accord with the foregoing, similar or duplicate homes shall not be constructed within close proximity of each other, and shall be at least 500 feet apart if any one similar dwelling is visible from arr . other similar dwelling. e. The final connection betwoen the house plumbing and ewer service connection (at the property line) must be by th before being covered. ` Manager The undersigned hereby certifies that he has read the above and understands that this addendum takes precedence over any contrary details to the plans and specifications and agrees to comely with the intent of this addendum. Contractor/Owner - L q-S V Date CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 ,. IlanlIO 110 1 ca=n Permit Number: 18905 Address: X= PLAZA STREET 740 Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: ALTERATION Township: 0 Range: 0 Book: Proposed Use: Logs): Block: Section:0 Square Feet: Subdivision: Est. Value: Parcel Number: p � {,":nW�IE y Imrov. Cost: Date Issued: 9/30/1999 Name RMA01t RAMOS, MELVIN Total Fees: 27.00 Address: MIZ PLAZA STREET 740 Amount Paid: 27.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 9/30/1999 Phone: 904 246-0240 Work Desc: REPLACE HEAT PUMP OCEAN STATE HEAT&AIR PERMIT 27.00 A I i i i I FINAL I ' — — —--— NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $27.88 14 Date: 18/01/99 81 Receipt: 8888833 ATLANTIC BEACH UILDI PT. CHECKS145 e32z18e8 UUILUII'Vl7 AINU i_UI4I14l7 IIYJI��:u iV I v 1./I y I.JII�/f CIN OF ATLANTIC BEACH ATLAN11C ACACII, rl_On1OA 12130 APPLICATION FOR MECHANICAL PERMIT ---coif lff NUhlClf;fl IMPORTANT — /applicant to compleio all items in suctions I, II, III, and IV. 14b ,�- LOCATION S1ti••t Addrau: ___--OF Inl•rutling Proofs: Sefw••n And BUILDING Sub-di.ilien 11. IDENTIFICATION -- To be compleled by all applicants In cont;darar;nn of pa.m;I q;.an for doinq the were as datcr;bad in fhe above IfrTement w• hereby ngree to perform raid wnil In •crnrdnncn _;th +1,e arrachpd plant and tpec;fication% which are a pare hereof and In accordant• with The City of Jacttonv8l• ordin•nutl and tlanderdt of gncd p,acf;ce I;ttad thera;n. el ►.1•chanial C"kat►OI Ihin►IcWJ e/ Mailer , 4- 10 Roane el Irl Il i hIIIA p S hererly O.n•r S44ANI• of 0-hotSi9nelure el w Aelberic•d A joal `y Arehibel at Enyin•er III. CHri INFORMATIO A. Irpe of beeHrlV, IS OTHER CONSTRUCTION 1EING bON1 ON EI•cl^c ` `r THIS SUILOING OR SITE 1 Q Goo —Q V ❑ Nelvrel Q cenfre) Utility If YES, GIVE NUMBER Or CONSTRUCTION ❑ Od PERMIT ❑ Ofhw Specify IV. WOCKMICAL I QUWMBNT TO S! INSTALLSO NATURE OF WOnK (rre14e ceanp;ele lief of eanpewent•001 beck of Ihie"I neeldenllel or ❑ Commercial `IA ties, Q Spate Q Rece»*j -ir Ceitlal O Blow ❑ New Bulldlnp '19- tit Co+tetrf;o4liB: ❑ Room I& Ceefrel Exiellnp Sulldinp ❑ Dvc► Syvf"., Lf&t*r6 Ilridner niplacement of exlellnp system MONIM04" especIfy e.1.nl, ❑ New Installation INo system preylously Installed) ❑ Rel.iper.tieat O Exlenslon or add-on to exlellnp system ❑ Coeiinp Iowet: cap4elly ❑ Other -- 8peeify [� Kn rtprinklory: Ntrnlbee of {Mede -- [� fi...•ler• Q Llenlilf ❑ btwlefe� (nutwbw) _ tells SPACI 0011 OTIC$ tlfl ONLY ❑ 6e•oline pvmf.a (nvmberl (Reeef+retll [] TsA' (number) Retnerls ❑ LPC ceslsl4om—(svmbet) ❑ Us/'W" p+wevn re•eM ❑ 004W h.r1,11 Approved by pal. ❑ Othe► -- Specify rw,nil ha L18T ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUUMENT Thnnset Vislti Dwcrlptlea No"I NunlMr 3taftu("tur+r 0tr•elty A "vyit HEATING FURNACES, BOILERS, PIREFLACpB DSP�' ALNT Aft IIFT 1TY t `ATLANTiC'BEA71 ".t PERMI I MPOM TI CN, ..:�..�.-_ ., 'LOCATION IN lAT IOC lit ' T :PL[MiG ATLIC �iAC 1'LC?RITA '3 �s atak.AL NATION :. �.� . `; �. SCki#Trow n t r. Ty :1400 T) 10 A Lot : , ropeased pINT�1NOL-1'r Sat3"tz Qubd ft + , 1�t ell n 0 scz�i.v s�:nn: Est . Val 0: t?:1�� nlpray.. Cer t : 0.016 Total j? � � fe A, 25tit}fl � E�"A ou,nt APPLICATION 1 top b .p PEI , " y 04 .< dT dP PRO^ �T P C Ib "4 t ,. C' A tA�►T I C " ,.. E �aTC r� Nom. `L .32240 s k@ � � �'etw. N E$. z Y Nt?TI+G ALL CbNCRETE FQRM.S 1lND F00TIN+GS,musT lig *pp0ct`SD.Bie#t0Ri�l�t'?tli��#�p PERMIT VOID SIX'MIC3NTHS AFTER DA* ©F IB8"UE f BUILDING C�AATE I IAL,fiUSSISH!4[+IA U 3Ri EROMf THIS WORK MUST k0l!Se PLACED IN PUBLIC sPA015,AND, ST E C .EARED UP'AN. HAULf.DAWAY BY EITHER CONTRACTOR`©R OWNER r. " FAILURE xTC� Ct1M L Y' "W ' H TH MiCkM44CB' Ltd: .A1�1� O�Afsu NE PRC RTY`'t AY1I 1. ► l#� . 1 4"Ov , tI 'SUED ACCt R i 4. G TO APPAOvE1 PLAN$ WHICH:ARE PART OF THI PL=RNIIT AND,SUBJECT TO REV 71 EGR Lp TiUfi�1 QE.A PLICASLE-ORC VIBIflI u"C3F LAW. AT AN-Tlb BEACH BUILDING DE ART Mt tIT I 3 tD (FF F E �tf .row?z)A .s,.�cth- CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: PLUMBING CONTRACTOR r�Gy CONTRACTOR'S ADDRESS: STATE LICENSE NUMBER: �i �Ur✓n'�� —TELEPHONE: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURES: x $3. 50 + $15 .00 MINIMUM PERMIT FEE - $25 .00 SIGNATURE OF OWNER: SIGNATUkE OF CONTRACTOR: ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834 �� CITY OF Office of Building Official 7 �] REQUEST FOR INSPECTION Date_ / / Permit No. Time A.M. Received_ P District No. D Job Address Locality Owner's Name BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ ❑ Rough Cl Air.Cond.& ❑ Re Roofing r, Slab ❑ Temp Pole C7 k Top Out ❑ Heating Lintel ❑ Final t3 1 Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. 77 Wed. Thurs. Friday P.M. Inspection Maoe mac'` Inspector Final inspection❑ Certificate of Occupancy Date CITY OF ATLANTIC> BEACM, FLORIDA G b APPLICATION Et3R ELICTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: — IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE`WORK'AS DESCRIBED IN THE FQLLOWIN WE iEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECND F WHICH ARE A P RT HEREOF, AND IN,ACCORDANCE WITH'THE ELECTRICAL REGULATIONS►CODES AND OF ATLANTIC BEAC A ORDINANCES. BILL TH.-OMPS011 ELECTRIC CO., INC. P. 0.,BOX 50398 JACKSONVILLE BEACH, FL 32240.0398 LECTRIC IL Floft M:NAME R R IAN / ADDRESS: ,RFD...._._.BOX..�._.- BLDG.SIZE BETWEEN: RES. APT.( ) 1VIl1A.I ?- j PUBLIC t ) iNous,t ) NEW! i OLD( ) REW.t ) ADDITION( ) TRAILER r) TEMPI ) SIGNS t ) 90.FT. FEE SERVICE: I' NEW:{ INCREASE i ) REPAIR ---a— OR SIE AMPS COPPER ALUM. :ICH OR BREAKER PW W V L RMEWAY '.EXIST.SERV. EA11PS PH W I.T RACEWAY ll ,FEEDERS NO. SIZE NO. SIZE NO. SIZE ,"LIGHTING OUTLETS CONCEALED OPEN TOTAL 'RECEPTACLE41 EALED OPEN TOTAL 0-30 9Kmm I 3!.100 Ikmps, SWITCHES ".'INCANDESCE FLUORESCEN &M.V. FIXED 0.100 AMPffi. OVBR APPLIANCES BELT.TRANSF. .AIR H.P.RATING HP.RATING 9 'CONDITIONiNC COMP.MOTOR OTHER MOTOR AI[PS CEIL"EAT: KW-HEAT MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAIaE . MISCELLANE US _ TRANSPI R RS: UNDER 600 V. OVER! V. DEPARTMENT OF BUILDING 3917 CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Data 11/2270 1s Valuation$ 350.00 Fee $ 5.00 This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of law. This is to certify that Kenneth Tull has permission to build close in Ca1'yort with prop lded Of f—St paved parking Classification re i dent i a l Zone Owned by Kenneth Tull. Lot 14 Block 8 SSD RPUni$ 2 House No 760 Plica According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 4 0. 11 ► O Building material, rubbish and debris Z from this work must not be placed in � public space, and must be cleared rep and hauled away by either contractor or owner. Ri 1-1 fin, T)&ViN Building official. FOR OFFICE PERMIT t:0111L TL USE ONLY NUMBER DATE CO TR CTOR a>c f PLUMBING ���'•17 t�tl.-belt ELECTRICAL Brit SEWER WATER ME,CHANIC'S FOR OFFICE USE ONLY 14FAILAE T43� COTAI?Ly WITH TIM LIM LADate._ ...... W C!,1 1 R761ULT IN TRE PROPERTY FJJPermit 7..._.Fee OWE P ILI AMR GA 7Valuation $ ................................ Imp FLORIDA use #....q6.g..... NO ,8 0 . .................................................................... APPLICATION FOR BUILDIN(�/fPRMITV - 1918 .......... . . .......... ..•.......S't... ....... of ..................... ................... )Vrlc 4. ... Application is hereby made for the-approval of the detailed statement of the pl2n specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit IF; automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final Inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. 0 Date...........................�..V.....d.... Z...... 19.2S... —C Owner-1-<E C--t 14 6- C6""116 r&'. --_____----_Address- ..&A.Z01_-___..................Telephone No.?.....4..T. -----------------­--................---------........................ —, —5-6 C_3Z Architect....•...................... ------_-----------------------------------------_--------_-.____Address...__ .............................................Telephone No..__...._....._...-_-__--_- '— o................... Contractor Builder...-----S"---------C---L---- -----------------------..........Address... ----- -- ...........-----Telephone No...............­.......... F Division.......-•---.......... ............ L-t6t No............1.4---- ----------_-----------Block No...---------------------------Sub Di ............... ---- .................................Zone................ ........... ........................Street-----------------------jSide Between...................................................and.....................................................Sts. VV`afuation ......For what purpose will building be used_447&W44�-----------Type of construction.._._.w..........._ ............................ Dimensions of Building.] _X---Iv-----------Dimensions of ----------_.-Bize of Footings.....*7..................­­........ Size of Piers..... --—----_-------------Size of Sills_---------—--------.-.....__.Greatest Sill Span in ft..___...-................Type How will Building be Heated?_............. ........................................Will Building be on Solid or Filled Ground?.._.................................... Size of Ceiling Joists.2_"y.(._r................. Distance on Centers------ (J�." Ic V ............................ Greatest Span....!:;Z%.. ......................... Size of Floor Joists. sp ..................Distance on Centers...._..................I................... Greatest Span............................................ Size of Rafters----- ---------------_- Distance on Centers............ ............................ Greatest Span............................................ to Ct-0s ,Cr / /v A Fa JZT F,0 (Z S 7-4 This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance In feet from CQ KJ U C- Kr TO C> C#J , �t6ST7* all lot-lines and existing buildings. ALL �Alm 5'7-49uc-7-ugc5 REAR LOT LINE Two copies of plans and specifications shall be submitted with application. PiZwC W 4 IS Inspections required. Soo S4 FT. P1_ S 1. When steel is in place and ready to pour footing. 2 2. When steel is in place and ready to pour columns and/or lintel.AV 0� z )4 0 3. When steel is in place and ready to pour beam. CITY uv&k 'WrTIL A ON TIC t 4. When framing is completed. 13UIL,DING OFF BEA 5. When rough plumbing is completed,and ready to cover up. �c N C.#4 a rej)t 'T 14- 6. When septic tank drain field or sewer is laid but before NjVot4d. 7. Electrical inspection by City of Jacksonville. 8. Final inspection. Bm Note: In case of any rejection,re-inspection MUST be cal corrections are made. FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby Wee to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of the City _4 4tlantic Beach. .. ........� Address...Z.6P..&&1000_!o;Z1174�................................................ Signature of Builder e��. ............. JV_ T_ 19t-147A JZ ................................ Signature of Owner.....__. Address.... 1�1�. ...... M � F � t Fat . �. � Wr �r A&6 t R a4' 7 r CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 MOM, dmWli Permit Number: ''- t9093 Address: 760 PLAZA DRIVE Permit Type: CARPORT ATLANTIC BEACH, FLORIDA 32233 Class of Work: REPLACMT PERMIT Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section:0 Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: 2,600.00 u ' Date Issued: 11/04/1999 Name: KENNETH TULL Total Fees: 37.50 Address: 760 PLAZA DRIVE Amount Paid: 37.50 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 11/04/1999 Phone: 9( 04)241-7191 Work Desc: REPLACE CARPOR PER PLANS SOUTH71'ERN HOME PRODUCTS, INC. PERMIT 37.50 s rt.. sst r "3 r � �# b NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. PAID NOV 9 1999 CRY of NW& 66. , 137.58 14 _ Date: 11/18/99 81 Receipt: 81109351 ATLANTIC BEACH )�LDIIN DEPT. Cele ee32210s�8 3119 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 1 C/���'Z► /2 Date 3 " 9'� — Heated Sauare Footage rd per sq t = a Garage/Shed @ ,?_p e r sq =` _ Carpo r`, Pour ;a /-��a peg s _ = a �� Q Dec � _q = _ T !'_ 'i Ai,ii AT!i a . 60 71 ist per ' iaOL;33i1 )r -cu-r ti on try e-eo TOTAL BUILDING FEE $ + 1/� Filing Fee S I •� � Fireplaces @ Si5 : 00 S BUILDING PER TT FEE. WATER IMPACT FEE $ SEWER IMPACT FEE $ METER/' T--i? CAITAL IMPRCVEMEN` S SEWER TAP S l ) RADON (HRS) . 0050 S SECTION. H PAVING HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 S OTHER $ GRAND TOTAL DUE $ 37 �5� ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish _Floor_ Elevation Survey Other CALCULATIONS and/or NOTES : CITY OF ATLANTIC BEACH 7 PERMIT APPLICATION REMODEL, ADDITIONS, OR AL ;40NS X0VZNG,DMf0LXT10NS City of Aflant-ic [,Cach and Zoning Owner (s) '2 Address: 7 (e�o Z_X Phone: 7- '2- Lot # Block or Unit # Subdivision:- C )PqZ_,C7_5 Contractor: �ntz,-UuA-A Neaw State License # t,_AA C, 0 AP7 `7 / 3 -4a Phone No: 14 1 Address:.5 700 C_-e_a�t L City_41�iX State Zip Code L/ Describe work to be done: C11"44C rXX /Z I- 1,0 Present use of building: Valuation of Proposed Construction: 41 ZU Proposed use: IS this an addition? if yes, what are the dimensions of the added space Z) f t. X ft. Will the added area be heated and cooled? PO New electrical (or increase) New plumbing fixtures? New fireplace? '—`New Heat/AC? SUBMIT ME= (CObfiIIERCIAL) TWO (RESIDENTIAL) COMPLETE SETS Or PLANS, INCLUDING SITE PLAN, SURVEY, I-ENERGY CODE FORKS, NOTICE OF ComaNCMvENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. 4".11-t-cf-L) o - )_ 0 -0 Signature OWNER: Date: '_---:Z 5,9, Signature CONTRAC . ­ Date: Sworn to and subscribed before me this day of V C 19 NOTARY PULI t STATOF FLORIDA AT LARGE WH BAUER State of Florida RALPH BAUER o.C 3 , C 645581] OFFICIAL Notary Public,State of Florida OF',, SEAL Commission No.CC 645581 FF my Commission Expires 5/8/2001 nn CITY OF ri4aAC Be=A-416 ' Office of Building Official REQUEST FOR INSPECTI N --F f lV a F3 Date Pe it No. Time Received Job Addre Locality Owner's / C/�+�V \ Name Contractor a ILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring Ci Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab 1j Temp Pole ❑ Top Out ❑ Heating Insulation El Lintel ❑ Final ❑ Sewer ❑ Fire Place C Pre Fab READ INSPECTION Mon. Tues. Wed. j Thurs. Friday _P.M. A.M. Inspection Ma P.M. Inspector Fina! Inspection Certificate of O cupa cy ❑ ��( Date J 7 MAP .'. SHOWING SURVEY OF Lot 11,, • Block 8, as shovm on the Plat of Royal Palms Un.i., ;, recorded in (`1A Book 30, Pages W; and 94A of the Current Public Records of Duval County, i-lorld.a. For: Kenneth i.. Will /o /7' 0 � 42 N � m co.vo• r I � Q � ..B./• �..__ �Gam._, M 'VV M,�?Sov�Y s 'I1 N N F m No. , 6o So /G.g 70 r rF1M� Ccs✓C2Et> G'O�tafG'• 2.6 7"R io E.4sEMGNT�F._o� civ. ur��, ; MANN a.E 5' ,��.. _m � //' �' �� 1 �' V ,. 4035 pG `7 96z WARRANTY DEED rU , t Mfg. /Sold by PRINNPE. INC., Jacksonville, 355-5292 print, Inc. R.E. .01 (Rer) o f{ I C I A L RECORDS, 19 'This lVarranty Peed Made the 5th day Of November A. D. t9 75 by Frederick E. Lewis and joy K. Lewis, his wife hereinafter called the grantor, to Kenneth Lee Tull and Cecelie T . Tull, his wife whose postof f ice address is 760 Plaza Atlantic Beach, Florida hereinafter called the grantee: all the thehheirsr used herein the legal representatives sand"grantor" of ndiv/duals, anincludethe successors aand s assignto s of scorporations) witnesseth: That the grantor, for and in consideration of the sum of $ 10.00 and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, re - valuable releases, conveys and confirms unto the grantee, all that certain land situate in Duval County, Florida, viz: _ yrM -n Lot 14, Block 8, Royal Palms, Unit 2, according to N 00 > N z A f, O O � plat thereof, recorded in Plat Book 30, pages 94 and v o rn c D n, 94A, current public records, Duval County, Florida m z A z I < —i D � DOCUMENTARY ° C „ �} b SURTAX = >: ° tM �Z e FLORI A D N O D N Xl DEPi. NOV-5'75 Z 6. 5 0 "' c1t nF P.B. tv a IEIENUE A r N STATS aF FL.ORIDA'I Q 4r; DOCUMENTARY ,,txEsr,r,STAMP 7AX I Ul >j DEPT.OF REVENUE I to _ pov-srs sV a 7y 7 3. 50 I (� as — EB.^ 0 11029 . '°.,..��• i D �O9etheCZ with all the tenements, hereditaments and appurtenances thereto belonging or to any- � p wise appertaining. ml TO 1140C and n l;PpId, the same in fee simple forever. M And the grantor 11 hereby covenants with said grantee that the grantor is lawfully seized of said land g in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the A grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of P all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 19 75 -in Witness Igher0f, the said grantor has signed and sealed these presents the day and year first above written. Signed, sealed an ered in our presence: ---•-•-- ---- ---- -••----- . F"`"" Brick"" : "L wfs •___._._._.".---- --- ...::a x.,.• Wk. .f n..a:x. ..n.v..:�, ,�(:N':M,...... SPACE BELO FOR RECORDERS USE STATE OF Florida l.....,..mv ter. •rte......T MAP ' SHOWING SURVEY OF Lot lt;, • Block P?, as sho,,m on the Plat of royal Palms U:,'., :', recorded in 1-1:it Book 30, ;l Pages W, M 94A of the Current Public Records of Duval County, 1'l orl dn. For: Kenneth L. 7NO3 ti Co • N ` m � r ; �� s• za. � STC.N�i4GLT � S"Too.� �• N 1 ' / /O G'ASEMC'l�/_T„,FO,,,,,,.aE',_C►4��N. es ;ur��, -�- a.� �A� I.4 oe� - MANN oLE --- q c'ntiiC GtG.K. N/ALG. MAP SHOWING SURVEY OF Lot 14. - Block P. as shovm on the Plat of Royal Palms Un-l.. :, rreorded in FLA Book 30, Pages 91, and 94A of the Current Public Records of Duval County, i-lorlda. For: Kenneth L. 'hi1:1 C x kt 7 1999 City 0 s�ii(. J 'LCiI 13 lidp; r< 'i 1 Vk O O � � 1)4- Z15. K F/CgMQ CO✓E,QEL� C PAA::7• �f � ST�4'AGG' S'TOO.Q Lw; G.�45EMc!�,/r�_fOQr_ N. !� LJT/L, o. `{f� I 14Z _ _ .. MAwI ._.�q•G'ovC 134K. .� ib!AL.L Out of Town: 1-800.788.9102 Westside: 786.9241 HOME 11ft Clay:272.4010 Gainesville:335.930; SOUTHERNPRODUCTS, INC. Southside: 737.0193 St.Johns:826.1500 5700 Grace Lane•Jacksonville, Florida 32205 CBC 047713 Volusia/Flagler:437-6500 Putnam:325.9200 SOUTHERN HOME PRODUCTS,INC.(Seller)agrees to furnish all materials and/or labor necessary to do modernization work as set forth below on the premises located at the following address: /� 9 Owner's Name LAS <�L /Vr N K'4—�j Date AD -41;z 0-1 < p gC / (-Ar _ Home Phone Souse or C si ner Name Address Z Work Phone �� G city A State— Zip Code G 7 /,)QAS� L,4'T /OAS © � LcJ f V C 6x ,p s 'Y�, S• 1` 52 --�. IVc(-N ops oq G� Sketches:Actual construction may vary to comply with engineering requirements,material limitations and local building codes.Gable fill will be obscure vinyl unless otherwise specified.Ga I is any area a9��17CDUgA7 ont. �Qws AT7-A—Gl Gv ERe" Cj SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS ANCHOR WITH HEADER CHANNEL WOOD FRAME SHED W/2 x 4 PRESSURE TREATED PINE PLATE ANCHORED TO uj CONCRETE W1 1/4"CONCRETE FASTENERS @ 4'-0" 0. C MID-SPAN BEAM (SELECT'L' UJI FROM TABLE 2.1.1 AND/OR TABLE 2.1.2) U) 0 FRONT WALL BEAM (SELECT -► j 'L' FROM TABLE 2.3) . . . . . . . . . . . . . . . . . . z . . . . . . . . . . . . . .. . . SHADING TYPE 11 . . . . . . . . . . . . . .— . . . . . . . . . . . . . . . .... DENOTES INTERIOR POST U) .'.'.'. .... . . . . .. . . . . . . . . . . . . . . MAX. ROOF AREA(SEE TABLE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2.1.1 AND If OR TABLE 2.1.2) . . . . . . . . . . . . . . . SHADING TYPE I DENOTES EXTERIOR POST . . . . . . . . . . . . . . ROOF AREA(SEE TABLE 2.2.1 IL W_ w AND/OR TABLE 2.2.2) MIN. 3"x 3"x 0.060" ,—W/2 W W/2+O.H. THRU-BOLTED TO HEADER POST ANCHOR TO CONCRETE (SEE DETAIL REQUIRED POST) (TYPICAL) DOUBLE CARPORT WITH CENTER POST SCALE: 1/4"= V-0" ROOF CONNECTION DETAILS (SEE SECTION 7) MID-SPAN BEAM SIMPLE SPAN (SEE TABLE 2.1.1 AND/OR TABLE 2.1.2) POST TO BEAM (SEE Lu TABLE 2.3) POST SIZE AND SPACING ROOF PANELS (SEE TABLE 2.2.1 AND/OR D (SEE TABLES TABLE 2.2.2) U) SECTION 7) 3-1/2"2500 P.S.I. CONCRETE SLAB W/6 x 6 WELDED WIRE 0 MESH OR FIBER MESH —VARIES CONCRETE OVER VAPOR BARRIER DOUBLE CARPORT WITH CENTER POST P,P R 0 V E D Ty SCALE: 1/4"= l'-O" I TY OF ATLANTIC BEACH Milli QlAir, of=fm?eLv Lawrence E. Bennett, P.E. 1999 CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA.FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL PAGE COPYRIGHT 1999 52 FINOTTO R BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. ---- 0 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 ANCHOR WITH HEADER • CHANNEL w FRONT WALL BEAM(SELECT W 'L' FROM TABLE 2.1.1 AND/OR U TABLE 2.1.2) MID SPAN BEAM (SELECT'L' Lu FROM TABLE 2.1.1 AND/OR dTABLE 2.1.2) CnO '.'.'...'.'.'.'.'...'.'. N . . . . . . . . . . . . . . POST SELECT BEAM (SEE TABLE 2.1.1 AND/OR TABLE 2.1.2) x U SHADING TYPE (SEE TABLE 2.2.1 AND/OR TABLE 2.2.2) SHADING TYPE II W W (SEE TABLE 2.2.1 AND/OR TABLE 2.2.2) W/2 W W/2+0.H. DOUBLE CARPORT WITHOUT CENTER POST SCALE: 1/4"= V-0" 3"RECEIVING C'IANNEL ANCHORS W/(3) EACH#8 S. M. S. @12"O. C. MID-SPAN BEAM (SEE SPAN TABLE 2.1.1) POST TO BEAM (SELECT Lu FROM TABLE 2.3) POST SIZE AND SPACING U (SEE TABLE 2.2) cc C/) ROOF PANELS o (SEE TABLES SECTION 7) 3-1/2"2500 PSI CONCRETE = SLAB W/6 x 6 WELDED WIRE N MESH OR FIBER MESH CONCRETE OVER VAPOR VARIES A BARRIER SECTION THRU CARPORT SCALE: 1/4"= 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTON&FL 32121 TELEPHONE(904)767.4774 FAX(904)767.6556 SEAL © COPYRIGHT 1999 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E 53 SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS j DO NOT BLOCK FIRE EXIT WINDOW OVERHANG VARIES 2"x FRONT WALL BEAM SELECT'L'FROM TABLE 2.1.1 Lu AND/OR TABLE 2.1.2 USE'L'= D W/2 +O.H. U I I 2"x 3" MIN. SEE TABLE 2.2.1 AND/OR TABLE 2.2.2 � I I 0 2 z 1W, U VARIES (� x Lu �I w I� > II I i SINGLE CARPORT SCALE: 1/4"= V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)787-4774 FAX(904)767.6556 SEAL PAGE © COPYRIGHT 1999 54 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT.P.E. ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 SEE CONNECTION DETAILS (SECTION 7) PAN OR COMPOSITE PANEL (SEE TABLES SECTION 7) w - TOP PLATE P.T. OR W/VAPOR = BARRIER @ ALUMINUM ROOF w m 2 x 4 TOP PLATE @ ROOF g 2 x 2 ALUMINUM OR 2 x 4 LUMBER#2 z S.P.F. (MIN.) SHEATHING: 7/16"O.S.B. OR 1/2" x PLYWOOD W/STUDS 24"O.C. OR STRUCTURAL GRADE THERMAL PLY W/STUDS @ 16"O.C. 2 x 4 PRESSURE TREATED PLATE W/ 3/8"x 4-1/2"CONCRETE ANCHORS @ j SEE CONNECTION DETAILS 4'-0"O. C. (SEE SLAB DETAILS) (SECTION 7) ATTACH SHED OR ROOM WALL TO HOST STRUCTURE W/ 1/4 x 3-1/4 Lu TAPCONS @ 16"O.C. FOR MASONRY OR#16d COMMON @ 16" O.C. OR#10 x = 3-1/2" FOR WOOD OR#10 x 2-1/2" J S.M.S. FOR 1 x 2 ALUMINUM OR#10 x in 3-1/2"S.M.S. FOR 2 x 2 ALUMINUM 12"x PAN SEE TABLES SECTION 7 ' ' SHED IS FRAMED FOUR WALL C7 ( )USEWSTRUCTURE OR ATTACHED TO HOST z TO SELECT PAN FOR REQUIRED SPAN MAXIMUM FLOOR AREA 200 SQ. FT. W1' VARIES FLOOR AREA GREATER THAN 200 SQ. w FT. USE SECTION 4 FOR FRONT BEAM USE L=W/2+OVERHANG POST AND BEAM DETAILS AND TABLES SECTION 2 FOOTING AND CONNECTION DETAILS SECTION 2 UTILITY SHED AND CARPORT WALL SECTION SCALE: 1/4"= V-0" 1, SHEDS AND UTILITY ROOMS BUILT UNDER SECTION 2 SPECIFICATIONS SHALL BE LIMITED TO 16 FT. IN ROOF SPAN DIRECTION AND 200 SQ. FT. MAXIMUM AREA. 2. ALL WOOD FRAMING AND SHEATHING CONNECTIONS SHALL BE IN COMPLIANCE WITH STANDARD CODE 1997 CHAPTER 23, TABLE 2306.1 OR AS NOTED BELOW. CONNECTION FASTENER I NUMBER/SPACING WALL SHEATHING 1/2"OR LESS 1 #6 COMMON I 6"O.C. EDGES AND 12"O.C. FIELD TOP OR SOLE PLATE TO STUD A. END NAIL 1 #16 COMMON 1 2 B. TOE NAIL 1 #8 COMMON 1 2 Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL © COPYRIGHT 1999 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 11 Y SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS . W W W II it II II II II II II II MONO-SLOPED ROT W II OVERHANG II VARIES IF- W II OVERHANG VARIESII Co II it II in II III A2tW/2+O.H. A2tW/2A'=W/2+R.H. 4 Air/2+0.H.*A=W/2+ jH. ZII . . . . . . .. . . . . .. .. . . . . .. i I Z a. II :::::::::::::::::::: H ::::: :: : :::::::j � II II .:.:.: : in II .:I: : :.:: :.:.:.:.:.: Co..... II II . . . . . . .. . .. . ... II NOTE: FOR BEAM SPAN LENGTH"A"FOR SHADING DENOTES MAXIMUM ROOF TABLE 2 EQUALS THE LARGER OF: A=W OR AREA FOR COLUMNS AND FOOTING A=W/2+O.H. DOUBLE CARPORT SINGLE CARPORT SCALE: 1/4"- V-0" SCALE: 1/4"- 1'-0" BEAM IF REQUIRED FOR KNEE BRACING 'SLOPE •SLOPE 1/2 : 1/2 12 12 KNEE BRACE11'W' OR BEAM SIZE SEE TABLE 2.1.1 AND 1--'W' OR BEAM SIZE 'WFOR BEAM SIZE OR TABLE 2.1.2 AFTER COMPUTING'A' LARGEST VALUE MINIMUM SLOPE SHALL BE 1/2" PER 12" POST SIZE AND SPACING PER EXCEPT FOR 0.026"PANS FOR WHICH THE TABLE 2.1.1 AND/OR TABLE 2 . 2 . 2 SLOPE SHALL BE 3/4"PER 12" FOR SPANS NOTE: KNEE BRACES ARE REQUIRED IF POSTS EXCEEDING 12'-0"OR MANUFACTURERS ARE NOT SET IN CONCRETE FOOTING RECOMMENDED SLOPE END VIEW DOUBLE CARPORT (GABLED) END VIEW SINGLE CARPORT SCALE: 1/4"- V-0" SCALE: 1/4"= 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767.4774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 1999 56 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 -W/4t---W/2W/4 W/2 = LOAD WIDTH FOR RIDGE RIDGE CAP BEAM SPAN RIDGE BEAM (SEE TABLE 2.1.1 AND/OR TABLE 2.1.2) 3"x 3" PAN OR COMPOSITE PANEL ROOF NOTCH POST TO RECEIVE BEAM 2'-0" WITH (2)3-1/2"x 1/4"THRU-BOLT WITH LOCK NUT TOP AND BOTTOM q BEAM (SEE TABLE 2.1.1 AND/OR TABLE 2.1.2) POST(SEE TABLE 2.2.1 AND/OR TABLE 2.2.2) W GABLE CARPORT FRONT ELEVATION SCALE: 1/4"= V-0" U2 /I-- - RIDGE BEAM LOAD WIDTH FII CENTER BEAM (SEE TABLE 2.1.1 AHD/OR TABLE 2.1.2) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NOTE: KNEE BRACES REQUIRED IF POSTS ARE NOT SET INTO CONCRETE FOUNDATION o IF ATTACHED TO HOST STRUCTURE, i� KNEE BRACE IS NOT REQUIRED L L GABLE CARPORT SIDE ELEVATION SCALE: 1/4"= V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA.FL 32121 TELEPHONE(WM)767.4774 FAX(904)767-6656 SEAL PAGE © COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 57 SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS t • v. d ' v INTERNAL OR EXTERNAL RECEIVING CHANNEL SCALE: 1/4"= 1" t 2"x 2"x 0.063"ANGLES v ° 4 v. 4 v INTERNAL OR EXTERNAL ANGLE CLIPS - SCALE: 1/4"= 1" EXTRUDED ALUMINUM BASE ALUMINUM TUBE COLUMN OR BREAK FORMED U-CLIP CONCRETE ANCHORS (SEE SCHEDULE) = CORROSION RESISTIVE STEEL THRU BOLT PER SCHEDULE w ° 4 v. d v CONCRETE SLAB OR FOOTING NOTE: ATTACHMENT DETAILS SHOWN REQUIRE DIAGONAL BRACING FOR FREE-STANDING COVERS TUBE COLUMN BASE SCHEMATIC INTERNAL BASE SCALE: 1/4" = 1" Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(9M)7874774 FAX(904)767.6556 SEAL PAGE © COPYRIGHT 1999 60 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 4 BEAM SPAN — "W" FOR BEAM SIZE (SEE TABLE 2.1.1 AND/OR TABLE 2.1.2 AFTER COMPUTING"A"LARGEST VALUE) POST SIZE (SEE TABLE 2.2.1 AND/OR TABLE 2.2.2) SIDE VIEW SINGLE OR DOUBLE BAY CARPORT SCALE: 1/4"= 1'-0" SPLICE TO BE LOCATED 1/4 TO 1/3 BEAM SPAN AND DENOTES SCREW STAGGERED EACH PATTERN NOT NUMBER OF SIDE OF SELF MATING SCREWS PLATE TO BE SAME BEAM1 MAX, THICKNESS AS BEAM SELECT FASTENERS _ .75" + + + + + + + + 444 WEB FROM TABLE 1.6 1 c PLATE CAN BE INSIDE `n OR OUTSIDE BEAM OR d = HEIGHT OF BEAM 75„ 1 LAP CUT BEAM SPLICE SHALL1" MAX FASTENER SIZE, BE MINIMUM d - .50" NUMBER AND SPACING HEIGHT 2 x(d - .50") (SEE TABLE 1.6) LENGTH TYPICAL BEAM SPLICE DETAIL SCALE: 1/4"= 1" Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 - TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL © COPYRIGHT 1999 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 61 SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS - - - - - - - - - - - - - - - - - w ROOF PANEL SEE SECTION 7 Q - - - - - - - - - - - - - - - - - ANCHOR(SEE DETAIL FOR PAN - - OR COMPOSITE PANEL) FOR NUMBER OF BOLTS AND SIZE OF POST(SEE TABLE 2 . 3) BEAM AND POST SIZES (SEE TABLE 2.1.1,TABLE 2.1.2 AND/OR TABLE 2.2.1,TABLE 2.2.2) COLUMN NOTCHED TO SUIT SIDE NOTCH POST TO BEAM CONNECTION SCALE: 1/4"= 1" - - - --- - - - - - - - - - - - w Q ROOF PANEL SEE SECTION 7 - - - - - - - - - - - - - - - - - - - ANCHOR PER DETAIL FOR PAN OR SIDE I O - COMPOSITE PANEL. BEAM I FOR NUMBER OF BOLTS AND SIZE OF POST(SEE TABLE 2.3) BEAM AND POST SIZES(SEE TABLE -71 2.1.1,TABLE 2.1.2 AND/OR TABLE 13/4'x 1 3/4"x 0.063" RECEIVING 2.2.1,TABLE 2.2.2) CHANNEL THRU BOLTED TO POST COLUMN NOTCHED TO SUIT W/THRU BOLTS FOR SIDE BEAM (SEE TABLE 2.3 FOR NUMBER OF BOLTS) CENTER NOTCH POST TO BEAM CONNECTION SCALE: 1/4"= 1" Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)7674774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 1999 64 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 O J m ►a- PRIMARY BEAM 1-1/2"x 1-1/2"x 0.080"ANGLE w (SEE TABLE 2.1.1 EACH SIDE OF CONNECTING Qo = AND/OR TABLE 2.1.2) BEAM WITH SCREWS AS o0 a SHOWN O o CARRIER BEAM (SEE TABLE MINIMUM#8 S.M.S. x 3/4" LONG NUMBER 2.1.3) REQUIRED EQUAL TO BEAM DEPTH IN INCHES 16-11 NOTE: EXTRUSIONS WITH INTERNAL SCREW BOSSES MAY BE CONNECTED WITH (2)#10 x 1-1/2" INTERNALLY CARRIER BEAM TO BEAM CONNECTION SCALE: 1/4"= 1" ANGLE OR RECEIVING CHANNEL NOTE: EXTRUSIONS WITH INTERNAL SCREW BOSSES MAY BE CONNECTED WITH (2)#10 x 1 1/2" m@ INTERNALLY. Q Q PRIMARY BEAM ►- MINIMUM#8 S.M.S. x 3/4" LONG (SEE TABLE 2.1.1 w °0 NUMBER REQUIRED EQUAL AND/OR TABLE 2.1.2) a Qo TO BEAM DEPTH Cl- Lu O BEAM TO WALL CONNECTION: (2)2"x 2"x 0.060" EXTERNALLY MOUNTED ANGLES ATTACHED TO WOOD WALL WITH MINIMUM (2) 3/8"x 2" LAG SCREWS PER SIDE OR (2) 1/4"x 2 1/4"CONCRETE ANCHORS TO CONCRETE OR MASONRY WALL ADD (1)ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3" (ALTERNATE) (1) 1 3/4"x 1 3/4"x 1 3/4"x 1/8" INTERNAL U-CLIP ATTACHED TO WOOD WALL WITH MINIMUM (3) 1/4"x 2 1/4" LAG SCREWS PER SIDE OR(3) 1/4"x 2 1/4"CONCRETE ANCHORS TO CONCRETE OR MASONRY WALL ADD (1)ANCHOR PER SIDE FOR EACH INCH OR CANTILEVERED BEAM DEPTH LARGER THAN 3" CARRIER BEAM TO WALL CONNECTION SCALE: 1/4"= 1" Lawrence E. Bennett, P.E. CIVIL ENGINEER•DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)767.6556 SEAL © COPYRIGHT 1999 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P E 65 SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS 12"ALUMINUM PANEL 12 ROOF (SEE TABLE 2 . 5) 1/2 0 RECEIVING CHANNEL RECEIVING CHANNEL 12"ALUMINUM PANEL (SEE TABLE 2 . 5) ALUMINUM UTILITY SHED WALL ALUMINUM UTILITY SHED WALL WITH DOOR (ELEVATION) (ELEVATION) SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" #8 x 1/2" S. M. S. INTO EACH RISER @ PANEL ENDS 12 PAN ROOF (SEE TABLE 2 . 5) TOP AND BOTTOM PAN 1/2 �- I � BOTTOM CHANNEL ANCHORED TO SLAB W/ 1/4"0- �_ RECEIVING CHANNEL I; x 1" EMBEDMENT EXPANSION BOLTS @ 24" O. C. OR PAN TO WALL CHANNEL (3) CONCRETE SCREWS #8 x 1/2" PER PAN OO PAN WALL 12" RISER PANEL 2"x 2" x 0.044 BRACE FOR (SEE TABLE 2.5) i� GREATER PAN HEIGHT (REFER TO TABLE 2 . 5) 1/4"0 x 1-1/4" EMBEDMENT EXPANSION BOLTS OR EQUAL DRIVE PINS @ 24" O.C. ATTACH PANELS TO CHANNEL W/(2) 3-1/2" CONCRETE SLAB #8 x 1/2" S. M. S. EACH PANEL @ MAX. SHED FLOOR AREA EACH END 200 SQ. FT. PAN WALL CONNECTION SECTION THROUGH UTILITY SHED SCALE: 1/4" = 1" SCALE: 1/4" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767.4774 FAX(904)767.6556 SEAL PAGE © COPYRIGHT 1999 66 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 Allowable Roof Beam Spans for Carports, Patio Covers, Screen Rooms,and other Open Buildings with Solid Roofs Aluminum Alloy 6063 T-6 Wind Zone= 102 MPH 1 110 MPH 120 MPH 125 MPH 140 MPH Applied Load= 17#/S .Ft. I 20#I S .Ft. 23#1 S .Ft. 26#/S .Ft. I 32#/S .Ft. Load Width 2"x 3"x 0.050"Hollow Tilt S. 9'-9" 9'4" 8'-5" T-11" T 1" 6, 8,•11" 8'-3" T-8" T-2" 6'-6" 7 8'-3" 7" -1" 6'8" 6'-0" 8' 7'-9" T_1 6'•8" 6'-3" 5'-8" 9' T•3" 6'•8" 6'•3" 5'-11" 5'-4" 10' 6'-11" 6'-4" 5'•11" 5'-7" 5-0" 11' 6'-7" 6'-i" 5•8" 5'-4" 4'-10" 12' 6'-4" 5'-10" 5'-5" 5'-1" 4'-7" Load Width 2"x 3"x 0.050 Hollow 5' 111.1" 10'-3" 9'-7" 8'-11" 8'-1" 6' 10'-2" 9'-4" 8'-9" 8'-2" T-5" 7' 9'-5" 8'-8" 8'-1" T-7" 6'•10„ 8' 8'-9" 8'4" T-7" T 1" 6'-5" 9' 8'-3" T-8" T'-1" 61-8" 61-0" 10' T-10" T-3" 61-91, 6'-4" 5%9" 11' T-6" 6'-11" 6'-5" 6'-1" 1 5'-6" 12' 7-2" 6'-7" 6'-2" 5'-10" 1 5'-3" Load Width 2"x 4"x 0.050 Hollow Tilt 5' 12'.3" 11'3" 10'-6" 9'-11" 8'-11" 6' 11,-2" 10,_4" 9'T" 91_01, 8'-2" 7' 10,_4., 9'-7" 8'-11" 8'-4" T-T' 8' 9'-8" 8'-11" 8'4" T-10" T-1" 9' 9'-2" 8'-5" T-10" 7'5" 6-8" 10' 8'-8" T-11" 7-5" T-0" 6'-4" 11' 8'-3" T-7" T-1" 6'-B" 6'-0" 12' T-11" T-3" 6'-10" 6'-5" 5'•9" Load Width 2"x 4"x 0.050"Hollow 5' 13,_9„ 12,_8" 111_10„ 111_11, 101_01, 6' 12,_7, 11'.7" 101_9„ 10,_2" 9'-Z' 7' 11'-7, 101_81, 9'-11" T-5" 8%6" a' 10'-10" 10'-0" 9'•4" 8'-9" 7'•11" 9' 10'-3" T-5" 8'-10" 8'-3" 7'-6" 10' 9'9" 8'-11" 8'-4" 7'-10" T-1" 11' 9'3" 8'-6" 7'-11" T-6" 6'-9-' 12' 8'-10" 8'-2" 7.8" T-2" 6'-6" Load Width 2"x 4"x 0.038"x 0.100"Self M ting Beam 5' 14'-6" 13,_4„ 12'-6„ 11'9" 10'-7" 6' 13,_3„ 12'-2" 11'_4., 10'-8" 91-8" 7' 12'.3" 11'.3" 10'.6" 9'•11" 8'•11" 8' 10'-7, 91.10" 9'-3" 8'-4" 9' 10'-10" 9'-11" 9'-3" 81•9" T-10" 10' 10'-3" 9'-5" 8'-10" 8'-3" T-6" 11' 9.4. 9'-0" 8'•5" T.1" 12' 9'.4" 8'•7" 8'•1" 7'•7" 6'•10" :d Example: For 2"x 4"x 0.038"x 0.100"Self-Mating Beam;Beam span between uprights use load width to enter table. For 12'Roof Panel+2'Overhang; Load Width=LW=12'/2+2'0.H.=8';Enter table on left at 8'read allowable span under required load;Thus for 100 M.P.H.wind load/live load or 17#/Sq.Ft.and Width=8'-0" Maximum Beam Span for 2"x 4"x 0.038"x 0.100"= Spans do not include length of knee brace. Add horizontal length of knee brace to above spans for total beam spans. —Note: For small covers 2"X 2"beams may be used.(see table 3.1.1 for spans) Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL © COPYRIGHT 1999 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT.P.E 67 SECTION 2 TATTACHED & FREESTANDING COVERS AND UTILITY SHEDS Allowable Roof Beam Spans for Carports, Patio Covers, Screen Rooms,and other Open Buildings with Solid Roofs Aluminum Alloy 6063 T-6 Wind Zone- 102 MPH 110 MPH 1 120 MPH 125 MPH 140 MPH Applied Load 17#I Sq.Ft. 20#I Sq.Ft. 1 23#1 Sq.Ft. 26#/Sq.Ft. 32#1 Sq.Ft. Load Width 2"x 6"x 0.050"x 0.120"Self Mating Beam 8' 16'-11" 15'.7" 14'-7" 017- 12'_4,. 9' 15'-11" 14'-9" 13'-9. 11,_8„ 10' 15,_2„ 13' 11" 13,_0„ 11'0" 14'5" 13'-4" 12'5" 10'-6" 12' 13' 10" 12,_9„ 11,_11" 10' l" 13' 13'-3" 12'-3" 11'-5" 9'-8"14' 12'-10„ 11'_10„ 11, „ 9'4" 16' 11'_11" 11_0„ 10'-4" 9'-8" 8'-9" Load Width 2"x 7"x 0.055"x 0.120"Self Mating Beam 8' 19'-4" 1T-10" 16,_81. 16-8" 14--l" 9' 18,_3„ 16' 10" 15,_8„ 14'-9" 13'-4" 10' 17'-4" 15' 11" 14'-11" 14'-0" 12'.7" 11' 16,_6„ 15'-3" 14,_7, 13'-4" 12'-0" 12' 15,_10„ 14'-7" 13,_7, 12,_9„ 11'-6" 13' 15'-7' 14'-0" 13--l" 12'-3" 11' 1" 14' 14'-8" 13'.6" 12'-7" 11' 10" 10,8" 16' 13,_8„ 12'.7" 11'9" 11,_1" 9'-11.1 Load Width 2"x 8"x 0.072"x 0.224"Self Mating Beam 8' 24'-10" 22' 11" 21'-4" 18' 1" 9' 23'-5" 21'-7" 20'-2" 18'-11" 17.1., 10' 22'-3" 20'-6" 191-11, 17'-11" 16'-2" 11' 21'-2" 19'-6" 18'-3" 17'-2" 15'-5" 12' 20,_4„ 18'-8" 17.5, 16,_5, 14'-9" 13' 19'-6" 17' 11" 16'-g" 15'-9" 14'-3" 14' 18'-9" 17'-4" 16'-2" 15'-7' 13'.8" 16' 17'-7" 16'-2" 15'-1" 14'-3" 12'-10" Load Width 2"x 9"x 0.077'x 0.224"Self Mating Beam a' 27,_7, 25,_1„ 23,_4„ 21,_11„ 191_10„ 9' 25'.8" 23,_8„ 22'-0" 20,_9„ 18'-B" 10' 24,_4„ 22'_5, 20,_11„ 19,_8„ 17'_9„ 11' 23'-7, 21,_4„ 191_111, 181_9„ 16'-11" 12' 22,_7, 20,-6„ 191_11, 17,_11„ 16'.2" 13' 21,_4„ 19,41• 18,-4„ 17,_3„ 15'.7" 14' 20,_7, 18,_11„ 17'_8„ 16'_7. 14' 11" 16' 19,_3„ 1T-9" 16,_6„ 15'.7" 14--0" Load Width 2"x 9"x 0.082"x 0.306"Self Mating Beam 8' 29'-8" 27'-4" 25,_6„ 23,_11„ 21'-7" 9' 27'-11" 25'-9" 24'-1" 22'-7" 20'-5" 10' 26'-6" 24'-6" 22'-10" 21'-5' 19-4- ill 9'4"11' 25'-4" 23'-4" 21'-9" 20'-5'* 18'-5" 12' 24'-3" 22'-4" 20,_10„ 19,_7, 17'.8" 13' 23'-3" 21'-5" 204" 18'-10" 16'-11" 14' 22'_5, 20,_8„ 19,_3„ 18,_7, 16'4" 16' 20'.11" 19'-4" 18'4" 16'-11" 15'-3" Notes: Above spans do not include length of knee brace. Add horizontal length of knee brace to above spans for total beam spans. Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)7674774 FAX(904)767.6556 SEAL PAGE © COPYRIGHT 1999 68 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P E 0 0 D v o { W D m ^ A \/ M = o m Allowable Spans For CARRIER Beams in a Solid Roof,OPEN Structures fll C: m (102 MPH Wind Zone,Applied Load=17 lbs/sq.ft.) Aluminum Alloy 6063 T-6 n M Qp o Tributary Load Width Z Single Self-Mating Beams 6'-0" 8'-0" 10'-0" 12'-0" 14'-0" 1 16'-0" 1 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28'-0" f 0 Allowable Span"L" m m 2"x 4"x 0.038"x 0.100" 12'-8" 10'-11" 9'-9" 8'-11" 8'-3" 7'-9" 7'-4" 6'-11" 6'-7" 6'-4" 6'-1" 5'-10" m X 2"x 6"x 0.050"x 0.120" 18'-8" 16'-2" 14'-6" 13'-3" 12'-3" 11'-5" 10'-9" 10'-3" 9'-9" 9'-4" 8'-11" 8'-8" Cn Z 2"x 7"x 0.055"x 0.120 21.-4.. 18._6.. 16._7•. 15._1" 13'-11" 13._1" 12•-4" 11'-8" 11._2.. 10'-8" 10._3.. 9'-11" D 2"z 8"z 0.072"z 0.224" 27'-5" 23'-9" 21'-3" 19'-5" 17'-11" 16'-9" 15'-10" 15-0" 14'-4" 13'-9" 13'-2" 12'-8" Z 2"x 9"x 0.072"x 0.224" 29'-11" 25'-11" 23'-3" 21'-2" 19'-8" 18'-4" 17'-4" 16'-5" 15'-8" 14'-11" 14'-5" 13'-11" 2"x 9"x 0.082"x 0.306•• 32._9.• 28'4•. 25.4" 23'-2" 21._5. 20•_1.. 18'-11" 17'-11" 17•_1" 16'-4" 16_9.. 15'-2" Z o G) c 1 Tributary Load Width n M Double Self-Mating Beams 10'-0" 12'0" 14'-0" 16'-0" 18'-0' 1 20'•0" 1 22'-0" 1 24'-0" 26'-0" 28'-0" 30'-0" 32'0" O LAllowable Span"L" 2"x 8"x 0.072"x 0.224" 30'-0" 27'-5" 25'-5" 23.9" 22'-5" 21 3' 20'_3' 19'S" 18'-8" 17'-11" 17'x" 16'9" m Z 2"x 9"x 0.072"x 0.224" 32'-10" 29'-11" 27'-9" 25'-11" 24'-6" 23'-3" 22'-2" 21'-2" 20'-4" 19'-8" 18'-11" 18'-4" M Un M 2"x 9"x 0.082"x 0.306 35_10 32.9 30'4" 28'-4" 26'-9" 25'-4" 24'-2" 23'-2" 22'-3" 21'5" 20'-8" 20'-1" N D v ly Double Self Mating Beams Tributary Load Width Z Z m i 2 x 4 Self Mating Beam 0 -na z (D added to ToplBottom 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28'-0" 30'-0" 32'-0" C mm - (perpendicular to webs) Allowable Span"L" A m v m z (D 2"x 8"x 0.072"x 0.224'• 34'-6" 31 6.. 29._2.. 27'-4" 25'-9" 24.5« 23._3.• 22'_3.. 21_5« 20'-8" 19._11•. 19'-4" t' z Z0 m m Z O r�r m 2"x 9"x 0.072"z 0.224 37.5 34'-2" 31'-7" 29'-7" 27.11 26'_5 25.3 24'-2" 23.2' 22'-4" 21'-7" 20.11 !n m i 2"x 9"x 0.082"x 0.306" 40'-2" 36'-8" 33'-11" 31'-9" 29'-11" 28'-5" 27'-1" 25' 11" 24'-11" 23'-11" 23'-2" 22'S" � m R y 0 W Z ' �, m _ Notes: _ Z Z Z Above spans do not include length of knee brace. Add horizontal length of knee brace to above spans for total beam spans. M a? On C Wind Zone Conversion: Table is constructed for 102 mph wind zone,open structure(17 lbsfsgft),to convert tabular value to higher(more severe) in wind zones,multiply by the factors in the following Conversion Table: Cn N y Wind Applied Conversion g ('n Zone Load Factor 102 17 1.00 110 20 0.92 (n 120 23 0.86 M 125 26 0.81 m 140 1 32 0.73 --� O rD- Z fV SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS Allowable Attributable Roof Area per Post for Carports, Patio Covers,and other Open Buildings-ALUMINUM POSTS Aluminum Post Wind Load= 102 MPH 110 MPH 1 120 MPH 1 125 MPH 1 140 MPH Applied Load= 17#/Sq.Ft. 20#/Sq.Ft. 23#/Sq.Ft 26#/Sq.Ft. 32#/Sq.Ft. Maximum Allowable Roof Area in Square Feet for Various Loads on Post Height Load in Lbs 2"x 2"x 0.044"Hollow Extrusion or 7'-4" 2,064 121 1 103 1 90 1 79 65 8'-7" 1,548 91 1 77 67 1 60 48 9'-10" 1,204 71 1 60 52 1 46 38 11'-1" 903 53 1 45 39 1 35 28 Height Load in Lbs 2"x 3"x 0.050"Hollow Extrusion or 8'-2" 2,736 161 137 1 119 1 105 86 9'-6' 21502 147 125 109 1 96 78 10'-11" 1,596 94 80 69 1 61 50 12'-3" 1,197 70 60 52 1 46 37 Height Load in Lbs 3"x 2"x 0.070"Hollow Extrusion-Aluminum Alloy 6063 T-6 8'-2" 3,408 200 170 1 148 1 131 107 9'-6" 2,556 150 128 111 98 80 10'-11" 1,988 117 99 76 62 12'-3" 1,491 88 75 1 65 1 57 47 Height Load in Lbs 3"x 3"x 0.040"Roll Formed-Aluminum At oy 3105 H-14 10'-0" 2,381 140 119 1 104 1 92 1 74 11'-8" 1,786 105 89 1 78 1 69 56 13'-4" 1,389 82 69 60 1 53 1 43 15'-0" 1,042 61 52 45 1 40 1 33 Height Load in Lbs 3"x 3"x 0.060"Roll Formed-Aluminum A oy 3105 H-14 11'-0" 3,600 212 1 180 1 157 1 138 113 12'-10" 2,700 159 1 135 1 117 1 104 84 14'-8" 2,100 124 1 105 1 91 1 81 66 16-6" 1 1,575 93 1 79 1 68 1 61 49 Height Load in Lbs 3"x 3"x 0.060"Fluted Hollow Extrusion-Aluminum 6063 T-6 11'-10" 3,408 200 170 1 148 1 131 1 1107 13'.10" 2,556 1 150 128 1 111 98 15'-10" 1,988 1 117 99 1 86 76 62 17'-10" 1,491 1 88 75 1 65 57 47 Example: Find Roof Area Needed;Area=W;Post Spacing='S';Structure Projection='W`. A=S x(W/2+O.H.); lf'S'=7',W=12',and O.H.=2'then:'Area'=56 Sq.Ft. For a 10'-11"post and 120 m.p.h.wind load or 23#/Sq.Ft.post choices are: 1)2"x 3"x 0.050"Hollow Extrusion 2)All post sizes listed below the 2"x 3"x 0.044"Hollow Section Note: Where job conditions dictate a post height of 10'in a 120 MPH wind zone,a 3"x 3"Roll Formed COULD NOT BE used because when it is more than 10'tall it can only support 39 SF of roof.On the other hand,a 3"x 3"Fluted Post with a post height of 10'-7"can support an area of 128 square feet of area.Thus,design must satisfy both height and area requirements. Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 1999 70 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 Allowable Attributable Roof Area per Post for Carports, Patio Covers,and other Open Buildings-ALUMINUM POSTS Aluminum Post Wind Load= 102 MP 1 110 MPH 120 MPH 1 125 MPH 140 MPH Applied Load= 17#/Sq.Ft 1 20#/Sq.Ft 23#/Sq.Ft 1 26#/Sq.Ft 32#/Sq.Ft Maximum Allowable Roof Area in Square Feet for Various Loads on Post He Load in Lbs 3"x 3"x 0.090"Hollow Extrusion-Aluminum Alloy 6063 T-6 11.10 , 4 305 259 225 199 162 13'-10" 194 1 1 1 1570' 3,024 1 151 1 1 1195 17'-1 2-T67 1 3 11 1 Height Load in Lbs 3"x 3"x 0.125"Hollow Extrusion-Aluminum Alloy 6063 T-6 13'-9" 671-22— 407 34-6-- 1 1 •1 5.184 305 199 162 197" 4, 155 126 7671 024 1 1 1 1 t E 1 11 Height Load in Lbs 4"x 4"x 0.125"Hollow Extrusion-Aluminum Alloy 6063 T-6 151-91, 1 466____r__405 1 358 1 291 1 - 6,984 411 349 4 9 1 218 15,432 320 272 1 236 1 ZU9 170 4,074 24U 204 1 177 1 1571 Steel Post Wind Load- 102 MPH 110 MPH 1 120 MPH 1 125 MPH 140 MPH Applied Load= 17#/Sq.Ft 20#/Sq.Ft 1 23#/Sq.Ft. 1 26#/Sq.Ft 32#/Sq.Ft Maximum Allowable Roof Area In Square Feet for Various Loads on Post Height Load in Lbs 3"x 3"x 14 Gauge Post-46 k.s.i.Steel 17-_1 -17-035— 1 437 1 387 1 314 211-911 7,430 4 8 232 38MY— 282 245 1 217t 4, 1 1 iqu 166 137 Height . Load in Lbs 3"x 3"x 11 Gauge Post-46 k.s.i.Steel _777_8 1 4 6901 496 21'-7" 11,730 690 5871 451 367 276' 528 44345 280 6 0 4 4 1 Height Load in Lbs 4"x 4"x 14 Gauge Post-46 k.s.i.Steel 6-8 1 ,6 44 933 550 1 487 1 395 550 468 407 1 360 1 292 172 Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767.4774 FAX(904)767.6556 SEAL © COPYRIGHT 1999 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E 71 SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS Schedule of Post to Beam Size and Number of Thru-Bolts Required Aluminum Alloy 6063 T-6 Beam Minimum #Thru-Bolts@ L=D+%" Size Post Size 1/4"a 3/8"e 2"x 3"x 0.050"Hollow Tilt 3"x 3"x 0.060"Scalloped 2 - 2"x 4"x 0.050"Hollow 3"x 3"x 0.060"Scalloped 2 2"x 4"x 0.038"x 0.100"Self Mating Beam 3"x 3"x 0.060"Scalloped 2 2"x 6"x 0.050"x 0.120"Self Mating Beam 3"x 3"x 0.060"Scalloped 2 2"x 7"x 0.055"x 0.120"Self Mating Beam 3"x 3"x 0.093" 3 2 2"x 8"x 0.072"x 0.224"Self Mating Beam 3"x 3"x 0.093" 3 2 2"x 9"x 0.072"x 0.224"Self Mating Beam 3"x 3"x 0.125" 4 3 2"x 9"x 0.082"x 0.306"Self Matin Beam 3"x 3"x 0.125" 4 3 The minimum number of thru-bolts is two(2) Footings-Maximum Roof Area for Carport Posts Wind Zone= I 102 MPH 110 MPH 120 MPH 125 MPH 140 MPH Applied Load= 117#/Sq.Ft. 20#/Sq.Ft. 23#/Sq.Ft. 26#/Sq.Ft. 32#/Sq.Ft. Existing Slab on Grade with unknown 20 17 15 13 10 reinforcement Isolated Footing Uplift Dimensions— Rating# Maximum Attributable Roof Area in Square Feet V-0"x V-0"x 1'-0" 520 30 26 22 20 16 1'-4"x 114"x 1'-4" 1000 59 50 38 31 1'-6"x 1'-6"x 1'-6" 1320 77 66 57 51 41 1'-8"x 1'-8"x T-O" 2040 120 102 89 78 64 1'-8"x 1'-8"x 2'-6" 2540 150 127 111 98 80 2'-0"x 2'-0"x 2'-0" 2640 155 132 115 102 83 2'-0"x 2'-0"x 2'-6" 3300 194 165 143 127 103 2'-6"x 2'-6"x 2'-6" 4000 270 230 200 177 144 2'-6"x 2'$"x T-O" 4800 324 276 240 212 172 "Notes: Isolated Footing is a poured concrete rectangular solid(Length x Width x Depth). Slab on grade must be new or in good condition. Pre-Cast Block Footing Pre-cast footing block 16"x 16"x 4" at 24"below grade with 80#bag pre-mix concrete and backfilled to grade, Dimensions Uplift Rating# Maximum Attributable Roof Area in Square Feet (1)80#Bag 1,734 102 87 76 67 54 (1)80#Bag 1,819 107 91 79 70 57 (1)80#Bag 1,904 112 95 83 73 60 Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA.FL 32121 TELEPHONE(904)767-4774 FAX(WA)767-6556 SEAL PAGE © COPYRIGHT 1999 72 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 Allowable Spans/Heights for Aluminum Pans Utility Shed Roof or Walls 1.1/4"x 12"x 0.026"Panel 1-1/4"x 12"x 0.032"Panel Wind Overhang Condition Wind Overhang Condition Region NONE 1'-0" 2'-0" Region NONE 1'-0" 2'-0" 102 M.P.H. 7'-4" 7'-7" 8'4" 102 M.P.H. 8'-1" 8'-4" 9' 1" 110 M.P.H. 6'-9" T-0" T-10" 110 M.P.H. T-6" 7'-9" 8'-6" 120 M.P.H. 6'4" 6'-7" T-6" 120 M.P.H. 6'-11" 7'-3" 8'-0" 1.1/2"x 12"x 0.026"Panel 1-1/2"x 12"x 0.032"Panel WIND Overhang Condition Wind Overhang Condition REGION NONE 1'-0" 2'-0" Region NONE 1'-0" 1 2'-0" 102 M.P.H. 8'-5" 8'-8" 9'4" 102 M.P.H. 9'4" 9'-6" 10'-1" 110 M.P.H. 7'-9" 8'-0" 8'-9" 110 M.P.H. 8'-7" 8'-10" 9'-5" 120 M.P.H. T-3" T-6" 8'-3" 120 M.P.H. T-11" 8'-3" 8'-11" 3"x 12"x 0.026"Panel 3"x 12"x 0.032"Panel Wind Overhang Condition Wind Overhang Condition Region NONE 1'-0" 2'-0" Region NONE 1'-0" 2'-0" 102 M.P.H. 13'-11" 14'-1" 14'-6" 102 M.P.H. 15'-5" 15'-6" 15'-11" 110 M.P.H. 12'-10" 12'-11" 13'-5" 110 M.P.H. 14'-2" 14'-4" 14'-9" 120 M.P.H. 11'-11" 12'-1" 12'-7" 120 M.P.H. 13'-3" 13'-5" 13'-10" Room Roof Panel span="W'as shown on drawings. Note: To span install 2"x 2"x 0.036"Extrusion at Midspan increase span by 25%maximum shed area. Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)7674774 FAX(904)767-6556 SEAL © COPYRIGHT 1999 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 73 SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS Allowable Stud Heights Utility Sheds Framed With Hollow Aluminum Extrusions 6063 T-6 Aluminum Alloy(Fb s 16,000 psi) Load Condition Wind Load 102 M.P.H 110 M.P.H 120 M.P.H 130 M.P.H 140 M.P.H Applied Load 19#I Sq.Ft. 23#I Sq.Ft 26#I Sq.Ft 29#/Sq.Ft 36#I Sq.Ft. Load Width 2"x 2"x 0.032"Hollow Extrusion 16" 9'-4" 8'-6" T-11" 7'-7" 6'-9" 6'-11" 6'-6" 6'-2" 5'-6" Load Width 2"x 2"x 0.036"Hollow Extrusion 16" 10'-2" 9'-3" 8'-8" 8'-3" T-4" 24" 8'-3" 7'-6" 7--1" 6'-8" 6-0" Load Width 2"x 2"x 0.044"Hollow Extrusion 16" 111-11, 1014• 9'-6" 8'-11" 8' 1" 24" V-0" 8'-3" T-9" 7'4" 6'.7" Load Width 2"x 2"x 0.055"Hollow Extrusion 16" 12'-1" 10'-11" 10'4" 9'-10" 24" 1 9'-10" 8'-11" 8'-5" 7'-11" T-2" 11111111111M. #73T-M Allowable Stud Heights Florida Extruders International, Inc. TRIPLE BOSS TM 2 x 2 (PATENT PENDING) Load Condition Load Width 2"x 2"x 0.032"Hollow Extrusion 16" 10'-1" 9'-2" 8'-7" 8'-2" 7'-4" 24" 8'-3" 7'-6" 7'-0" 6'-8" 5'-11" Note: The above listed allowable heights are measured from the bottom of top plate to top of bottom plate. Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767.4774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 1999 74 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SECTION 7 SOLID ROOF PANEL PRODUCTS Allowable Spans for Riser Panels for Various Loads Aluminum Building Systems,Inc. Manufacturers Proprietary Products: Aluminum Alloy 3105 H-28 1-114"x 12"x 0.019"Riser Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'-0" 2'-0" 3'-0" 4-0" Region Load NONE 1'-0" 2'-0" T-0" 4'-0" 102 M.P.H. 17 T•5" T-9` 8'-5" 9'-7" 10'-11" 102 M.P.H. 29 E47 6'-1' 6'-11' 8'3" 9'.10- 110 M.P.H. 20 61•10" 7'-2" 7'•11" 9'-1' 10'•T 110 M.P.H. 35 5'•7" 6'-7` 7'-11" 120 M.P.H. 23 8'-5" 6'-9' T-7' 8'-9" 10'•3` 120 M.P.H. 4 5'-2" B'-3` 7'•8' 9'-4" 125 M.P.H. 26 8'-0` 6'-4' T-3" 8'-8' 10'-0' 125 M.P.M. 45 4'-11' 6'•1' 140 M.P.H. 32 5'-5" 5'•9" 6'-9" B'•1' 9'-B' 140 M.D.H. 58 4'•T 5'-9" 3"x 12"x 0.019"Riser Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'4" 2'.0" T-O" 4-0" Region Load NONE I 1'-0" 2'-0" 3-0" 4'-0" 102 M.P.M. 17 12'•11" 13'-2" 13'47` 14'-4' 15'•3" 102 M.P.H. 29 9'-11" 10'•2' 10'9" 11'7` 12-9- 1110 29"110 M.P.H. 20 11'-11" 12'•2` 12'-8` 13'-5" 14'-5' 110 M.P.H. 35 9'-1" 9'-3` 9'•11- 10'-10" 12'-1` 120 M.P.H. 23 1l'•2' 11'd` 11'010" 12'•8` 13'•9" 120 M.P.H. 41 8'•4" 8'-7" 9'-3` 10'-4` 11'-7` 8 125 M.P.H. 26 10'-" 10'•8' 11'-3" 12'-1" 13'-2' 125 M.P.H. 45 7'-11" 8'-3` 8'-11- 9'-11` 11'-4' 140 M.P.H. 32 9'-6" 91•8" 10'-3` 11'•3" 12'•5" 140 M.P.H. 56 7.2" T-5" 8'-2" 9'-4" 10'-9" 3"x 12"x 0.026"Riser Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'-0" 2'-0" 3'-0" 4'-0" Region Load NONE 1'-0" 2'-0" 3'-0" 4'-0" 102 M.P.H. 17 161-6" 16-7" 18'•11" 17'-7' 18'4" 102 M.P.H. 29 12'•7' 12'-9" 13'•3- 13'-11" 14'-11` 110 M.P.H. 20 15'•2" 15'4" 15'-9" 164" 17'-2" 110 M.P.H. 35 11'-6" 11'-8" 12'•2' 12'-11" 14'-0- 120 M.P.M. 23 14'•2' 14'4' 14'•9' 15'-5" 16'3' 120 M.P.H. 11 10'•T 10'-10' 11'-4' 12'-2' 13'•4' 125 M.P.H. 26 13'-11' 14'•7- 15'-7' 125 M.P.H. 45 10'•2" 1014` 101•11" 11'-9` 12'-11` 140 M.P.H. 32 g 12'-0" 12'• 12'-8' 1 13'-5' 14'-5" 140 M.P.H. 56 9'-1" 9'-4" 91•1110'-11' 12 1' 3"x 12" x 0.032"Riser,Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'-0" 2'-0" 3'-0" 4'-0" Region Load NONE 1'-0" T-0" 3'-0" 4'-0" 102 M.P.H. 17 18'•3" 1814' 18'•8' 19'•3' 19'-11' 102 M.P.H. 29 13'•11" 14'-1" 14'-6' 15'-2' 16'-1' 110 M.P.H. 20 16'-10" 18'•11' 17'4' 17'-10' 18'-8" 110 M.P.H. 35 12'"9' 12'-11" 13'-4' 14'-1' 120 M.P.H. 23 15'•8" 15'-10' 16'-2" 16'•10' 17'-7' 120 M.P.H. 41 11'-9" 11'-11" 12'-5" 13'•2' 14'•3' 125 M.P.H. 26 14'-9" 14'•11' 15'-3' 15'-11" 161•9' 125 M.P.H. 45 11'-3" 11'•5' 11'-11" 12'•9` 13'9' 140 M.P.H. 32 13'-4' 13'•5' 13'-11' 14'-7' 15'•6' 110 M.P.H. 56 10'-1' 10'-3` 10'-10' 11'-9" 12'•10` Note: Total roof panel width=room Width plus wall width plus overhang. Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT Ak, P.O.BOX 4368,SOUTH DAYTONA,FL 32121 ALUMINUM BUILDING SYSTEMS TELEPHONE(904)767-4774 1107 North Thomas Road,Leesburg,FL 34748 FAX(904)767-6556 Telephone(352)787.7766 FAX(352)787-4517 SEAL Fiorida 1-800.342-9077 National 1-800-874-0002 PAGE © COPYRIGHT 1999 184 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SOLID ROOF PANEL PRODUCTS SECTION 7 w ................ Q -- 48' A.B.S. PRO-FAB 48" x 0.024" ROOF PANELS SCALE: 1/4"=1" Allowable Spans for EZ-LOK Composite Roof Panels for Various Loads Aluminum Building Systems Manufacturers Proprietary Products: Aluminum Alloy 3105 H-14 or H•25 Foam Core E.P.S.1#Density 3"x 48"x 0.024"Roof Panel with R Value of 11.58 Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition-0" 7-0" 3'-0" Region Region Load NONE 1' Load NONE 1'-0" 74" 31-0" 102 M.P.N. 17 161•11' 1T-0' 1T-4' iT-11' 102 M.P.H. 29 17-/1' 13'•1' IT-W 14'•3' 110 M.P.H. 20 15'•7' 151-8' 161-1' 16'4'- 110 M.P.H. 35 i t'-9' 111•11' 17.5' 13'-2' 120 M.P.H. 23 14'41' 14'-6' 15'•1' 15'4' 120 M.P.H. 41 10'-10" 11'-1' 11'•7' 17-5' 125 M.P.M. 26 13'•8' 1 ' 14'•3' 14'•11' 125 M.P.H. 45 10'-5' 10'•7' 11'-1' 11'-11' 140 M.P.M. 32 12' 12' 12'-11' =140 M.P.H. 66 94' 9'41' 101•2' i 1'•1' 4"x 48"—%0.024-Roof Panel with R Value of 15.44 Open Buildings Enclosed Buildings Wind Applied Overhang Condition wind Applied Overhang Condition Region Load - NONE V-W X.W. T-W' Region Load NONE 1.4. 7.0" T-O" 102 M.P.H. 1718' 18'•8' 19'•2' 102 M.P.H. 29 13'-11" 14'•1" 14'-8' 15'-2' 110 M.P.H. 20 18'--2'9' 18'-11' 17'-3' 1T•10' 110 M.P.H. 35 12'•8' 12'-10' 13'4' 14'-0' 120M.P.H. 23 15'-8' 15'-9' 16'•2' 161•9' 120 M.P.H. 41 179" 11'•11' 12'-5" 13'•2' 125 M.P.H. 26 14'-9' 14'-10' 15'•3' 15'•11' 125 M.P.H. 45 11'•2` 11'4' 111•11' 12'-8' 140 M.P.H. 32 IT-T 13'-5' 13'•10' 14'-7' 140 M.P.H. 56 10'-0" 10'•3" 10'-10" 111•8' 5"x 48"x 0.024"Roof Panel with R Value of 19.30 O an Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'-0" 2'4" T.0" Region Load NONE T-W- 74- 3--W- 102 M.P.H. 17 20'-5` 20'-8' 20'-10' 21'•4` 102 M.P.H. 28 15'•8" 15'-9' 16'-2' 18'•9' 110 M.P.H. 20 18'•10' 18'•11" 19'•3" 19'•8' 110 M.P.M. 35 14'•3- 14'-5' 14'-10' 15'-5' 120 M.P.H. 23 17'•7' 17'-8" 181•0' 18'-7" 120 M.P.H. 41 13'•2" 13'-4' 13'•9" 141-6' 125 M.P.H. 26 18'-8' 18'•8' 1T-0' 17'-7' 125 M.P.H. 45 12'•7" 17.9" 13'-2" 13'•11" 140 M.P.H. 32 14'-11 15'-0' _71-575— 16•1' 140 M.P.H. 56 11'•3" 11'-5" 11'-11" 12'.9- -6"x 48"x 0.024"Roof Panel with R Value of 23.16 Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'-0" 7-0" T-V Region Load NONE 1'-0" 2'-0" T-W' 102 M.P.H. 17 22'-0' 22'-7' 22'•10' 23'-4' 102 M.P.H. 29 17'-3' IT-' 17'-8' 18'•3' 110 M.P.H. 20 294 " W-10' 21'•2" 21'-7' 110 M.P.H. 35 IVA" 15'•10" 18'-2" 15'-10' 120 M.P.H. 23 194' 191-8" 19'•9" 20'-3" 120 M.P.H. 41 141-81 14'-8` 15'•0' 15'•6' 125 M.P.H. 26 18'•2' 18'-4' 181•8" 19'-2' 125 M.P.H. 45 13'•10" i3'•ii' 14'-5" 15'•i' 140 M.P.H. 32 181•5' 181-8' 18'-11' 17'-8" 140 M.P.H. 58 12'-5' 12'-7' 13'•0' 13'•9' Notes: For Live Load+Dead load requirements the following conversion applies. For panel span use'Room Projection'+'Overhang'(See drawings).Panel span under wind load is from attachment point on existing building to front wall add overhang desired to obtain total panel length. .4�k Lawrence E. Bennett, P.E. CIVIL ENGINEER•DEVELOPMENT CONSULTANT ALUMINUM BUILDING SYSTEMS P.O.BOX 4368,SOUTH DAYrONA,FL 32121 1107 North Thomas Road,Leesburg,FL 34748 TELEPHONE(904)767-4774 Telephone(352)787.7766 FAX(352)787-4517 FAX(904)767-6556 Florida 1-800-342.9077 National 1-800-874.0002 SEAL PAGE © COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 185 SOLID ROOF PANEL PRODUCTS SECTION 7 . . . . . . . . . . THERMALLY BROKEN METAL SKIN ALUMINUM EXTRUSION FOAM CORE EASY LOCK SUN RAY TWIN WALL FULL LENGTH DOUBLE SKYLIGHT SYSTEM SCALE: 1/4"= 1" MEW Allowable Spans for Easy-Lock Panels for Various Loads Royal Easy-Lock Sun Ray Sky Light System Manufacturers Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S.1k Density 0:024"Aluminum Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'-0" 2'-0" 3'-0" Region Load NONE 1'-0" 2'-0" 3'-0" 102 M.P.H. 1s 13'•7' 13'•9' 14'-2" 14'•11' 102 M.P.H. 31 10'•5- 10'-7' 1 i'-2' 12'-0" 110 M.P.H. 22 12'-7- 17.9• 13'-2• 13'-11• 110 M.P.H. 37 9'-8- 9'-8" 10'-4" 11'-3" 120 M.P.H. 25 111-8" 11'-10" 12'-4' 13'-2' 120 M.P.H. 43 8'-9" 8'•11' 9'-8' 10'-7" 128 M.P.H. 28 11'-0' 11'-2" 11'-9" 12'•8" 125 M.P.H. 47 8'-4• 8'-7- 9'-3• 10'-4- 140 M.P.H. 34 9'•11' 10'-1' 10'-8' 11'•7- 140 M.P.H. 58 7'-8• r•e• 8'•9' 9'-7' 0.032 Aluminum Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'-0" 1 2'-0" T-0" Region Load NONE 1'-0" 2'-0" 102 M.P.H. 19 15'-a' 15'-9' 18'-2' 18'-9' 102 M.P.H. 31 11'•11" 12'•2" 12'•8' 13'-5" 110 M.P.H. 22 /4'-5" 14'-7" 141•11" 15'-a' 110 M.P.M. 37 10'-11" 11'-1' 11'-7" 12'•5' 120 M.P.H. 25 13'•5' 13'•7' 14'-0' 14'-9' 120 M.P.H. 43 10'-1" 10'-3' 10'-10" 11'4 125 M.P.H. 28 12'-8' 17.10- 13'•3- 14'-0" 125 M.P.H. 47 9'•7• T-10" 10'-5" 11'4' 140 M.P.H. 34 11'•5- 11'-7- 12'-1' 12'-11' 140 M.P.M. 58 8'-7' 8'•10" 9'$" la-e- Note: Applied loads above have been adjusted to include a 2*/sq.ft.dead bad. RMA Lawrence E. Bennett, P.E. U.S.HIGHWAY 441 EAST P.O.BOX 895008 CIVIL ENGINEER-DEVELOPMENT CONSULTANT (_EESBURG,FL 34789-5008 P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE:(904)787-4000 FAX:(904)787-6031 TELEPHONE(904)767-4774 FLORIDA 1-800-342-3622 FAX(904)767-6556 NATIONAL 1-800-874-9065 SEAL ® COPYRIGHT 1999 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 189 SECTION 7 SOLID ROOF PANEL PRODUCTS S N 12" MATERIAL: 0.019", 0.022", 0.028",0.030",OR 0.036"3105 H-28 ALUMINUM ALLOY 12-00" x 2.50" SUPER PAN ® ROOF PANELS (PATENT # 4,918,898) SCALE: 1/4"= I" Allowable Spans for SUPER PAN®Panels for Various Loads Royal Aluminum,Inc. Manufacturers Proprietary Products: Aluminum Alloy 3105 H-28 2-1/2"x 12"x 0.019"Panels OP en Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'-0" 2'.0" 3'-0" Region Load NONE 1'-0" 2'-0" 3'-0" 102 M.P.H. 17 13'•3" 13'•5- 13'•10" 14'-7 102 M.P.H. 29 10'-2' 101-4- 10'-11" 11'•10" 110 M.P.H. 20 12'•3' 12'-5' 12'-11" 13'•8- 110 M.P.H. 35 9'•3" 911' 10'-1" 11'-0' 120 M.P.H. 23 11'-5" 11'•7" 12'-1' 12'-11' 120 M.P.H. 41 8'-7 81•9- 9'-5' 10'•5" 125 M.P.H. 26 101•9" 1a-11' 11'•5` 12'-4' 125 M.P.H. 45 8'-2' V.S. 8'-1' 10'-2 140 M.P.M. r 32 91-8" 9'-11' I 10'-8' 11'-5' 1 140 M.P.H. j 56 7-4' T•T 8'-4- 7-8- 2-1/2"x 12"x 0.022"Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'-0" 7-0" 3'-0" Region Load NONE .V.W' 2'4" T-0- 102 M.P.H. 17 14'-3' 14'-5' 14'•10' 151-8' 102 M.P.H. 29 to-11" 111•1" 11'-8- IZ-6" 110 M.P.H. 20 13'-2' 13'4' 13'•9" 14'-6' 110 M.P.H. 35 9'•11' 10'•2' 10'-9` 11'4' 120 M.P.H. 23 12'•3" 12'•5" 12'-11' 13'-8" 120 M.P.H. 41 9'-2' 91•5' 10'-0' 10'-11' 125 M.P.H. 26 1 ' ' 12'•3' 13'-0' 125 M.P.H. 45 8'-9" 8'-11" 9'-8- 1a-s- 140 M.P.H. 1 32 1C 10'•5" 10'•7" ll'-2- 12'-0' 1 140 M.P.H.j 56 7'•10' 8'-1" 8'-10- 9'•11' 2.1/2"x 12"x 0.028"Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'-0" 1 2'-0" T-0" Region Load NONE 1'4" 2'-0" 3-4- 102 M.P.H. 17 18'-1' 18'•2" 18'-7" 17'•2' 102 M.P.H. 29 12'-4' 12'-8' 12'•11' 13'-8" 110 M.P.M. 20 14'-10' 14'-11' 15'-4' 15'•11' 110 M.P.H. 35 11'-2" 11'-4' 11'•11' 12'•8' 120 M.P.H. 23 13'-10' 13'-11' 14'-5" 15'•1' 120 M.P.M. 41 10'.4' 10'-6' 111•1' 111•11' 125 M.P.H. 26 12'-11' 13'-2' 13'-7" 14'4* 125 M.P.H. 45 91•10' 10'•1' 10'•6` 11'•7 140 M.P.H. 32 11'-8' 111-11, 12'-4' 13'•2" 1 140 M.P.H. 56 8'•10' 9'-1' 9'•9' 10'•8' x x Panels Open Buildings Enc osed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE V-V 7-0" T-0" Region Load NONE V4- 2'4" 3'-0" 102 M.P.H. 17 16'•7' 161•9" 17'-1' 17'•8" 102 M.P.H. 29 12'•9' 121•11" 13'4' 14'-1' 110 M.P.H. 20 15'4' 15'-5' 15'-10" 18'•5' 110 M.P.H. 35 11'•7' 11'-9' 12'•3' 13'-0" 120 M.P.H. 23 14'•3' 141•5' 14'•10" 15'$" 120 M.P.H. 41 1a-8' 10'•11' 11'•5" 12'•3' 125 M.P.H. 26 13'•5' 13'-7 14'-0' 14'•9' 125 M.P.H. 4S 10'.3' 10'•5" 10'•11' 11'.10- '140 M.P.H. 32 121•1' 17.3" 12'-9' 13'.8' 140 M.P.H.j 56 9'•2" 9'-4" 9'•11- la-11- 7.112, x x ane s Open Bull Ings Eric osed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'-0" 1 2'-0-- T-0" Region Load NONE 1'4' 2'4" 3'.0- `102 M.P.H. 17 18'•2' 16•3' 1 18'•7' 19'-1' 102 M.P.H. 29 13'-11' 14'-1" 14'-8' 15'-2' 110 M.P.H. 20 18'•9' 16'-10` 17'-3' 17'-9" 110 M.P.H. 35 /2'-8" 12'-10' 13'-3" 14'-0" 20 1M.P.H. 23 15'•7- 15'-9" 16'•1" 16'-V 120 M.P.H. 41 111•8' 111•10' 12'4' 13'•2' 125 M.P.H. 26 147 -14'•10" 15'-3' 15'-10' 12SM.P.H. 45 11'-2 11'-4" 111•10" 12'-8' 140 M.P.H. 32 13'-3' 13'•5' 13'-10' 14'-0' 140 M.P.H. I S6 1a-0" 10'-2' 19.9' 11'•8" Note: Total roof panel width=room Width plus wall width plus overhang. Lawrence E. Bennett, P.E. L U M CIVIL ENGINEER-DEVELOPMENT CONSULTANT U.S.HIGHWAY 441 EAST P.O.BOX 895008 P.O.Box 4368,SOUTH DAYTONA,FL 32121 LEESBURG,FL 34789-5008 TELEPHONE(904)7674774 TELEPHONE:(904)787-4000 FAX:(904)787-6031 FAX(1104)767-6556 FLORIDA 1-800-342-3622 SEAL NATIONAL 1-800-874-9065 PAGE © COPYRIGHT 1999 190 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.SENNETT,P.E. ........-.. S ,9 a n cy Traci orzin t� h� A t4e�� dam` -- t DEPARTMENT OF BUILDING 4350 CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Da+e 4/28 _19_$O_ Valuation# 732.00 Fee$ 5.00 This permit not valid until above fee has been paid to City Treasurer, and L to ubjoet to revocation for violation of applicable provisions of law. This is certify that Kenneth Lee Tull has permission to build a Cgirpnrt Arrn ding to Plans Riibmi1bpd_ Classification Residential Zone Kenneth Lee `.dull Owned by Lot 14 Block S/Dyfll p. House No 760 Plaza Road According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIR MONTHS AFTER DATE OF I84U L� TL ♦--� ► 0 Building misO*41, rubNi4% sli lti Z from this , m not be�p 'i public space, � '"'most be cI� and hauled aft* by eiiltr r or owner. i .a-Wl Bill TI. Dais Building Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL p. SEWER WATER