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Permits 1065 Little Cypress Key (vault) g &° z F PAltTUJ9NT,9,f MMOING x tCtY C7F'l� � "BaCH . MV 4oA VIII,A►tR,' i F"' :j� .e' k MirmY�rtinsiWpNwaeF(+idR*b+H,n � ��f�i, rMa+!*iNMrwwznN"a4r 'Yd+(w:• I. AKAV X14»Y " !M ►. " �y * ,wwwwirlwlMPL,Rb � `+M M,l wtw,wM�Rl,. � 1� � ��iIY 13 a +moo 77 �nx i .t NOfi# 'I;MS'AAID FOOTINGS MUST E3E INSPECT" ©BEFCrtI' E POURING PER +IIT vfllDSIX MONTHS AFTER PATE 4F ISSUE 1. BUILbING MATrzR!AL,,RUSOISH ND DEBRIS FROM THIS WORK MUS'fTNOT$$.PLACED IN'PUBLiC SPACE,AND MUST OE. CLEARED UOANO.HAIii�Et AV+AY f 't -fEl`THEfi,CONTAACTOR OR OWNER,' cX � � 1�1 T1 THE MECHAN.I S UIE SAW CAN iESUI.T 1N 'TMS PR+C P► R�"fly t �F #SIC TWICE FCJ i�1' t l MP Y I IENTS." ISSUE© ACC©F3f3ING 44 APP'Jib PLANS WHICH ARE PART Of THIS PE.FiM1T''AN<� SUBJECT TO REUOCATIQN tJR # TION.OF APPLICA9t;E f?RC11ltS ty?fiIS'bF.LAW, ATLA�C CH"BLtILD#N4 C`x A Ml�.NT x i rt y W t -7 0 APPLICATION FOR WATER METER DATE: --3 ------------ CONTRACTOR: -----------CONTRACTOR: —�_----- BILLING ADDRESS s_1-_f_—Acr._...t/z _---- �- - -----------. -------- SERVICE ADDRESS:��4LT— _ _______________ LOT:_,,/Z.,T__BLOCK:-------4MOMM_________SUBDIVISION:S __ ACCOUNT NUMBER:_ CQ Q� --________ METER SIZE s _,/______ ~ I HEREBY REQUEST THAT A WATER METER BE SET AT THE ABOVE SERVICE ADDRESS. I UNDERSTAND THAT I WILL BE BILLED FOR TEMPORARY CONSTRUCTION WATER UPON SETTING OF THE ' METER. I FURTHER UNDERSTAND THAT I AM RESPONSIBLE FOR ANY, AND ALL DAMAGES TO THE METER, BOXES, VALVES, LINES, AND ANY PARTS THEREOF, UNTIL PERMANENT WATER SERVICE HAS BEEN ESTABLISHED BY THE CUSTOMER. t, ---------------------------------_•._ CONTRACTOR --- — -- -------- C OF ATLANTIC BEAC "G ,r Address 41dated Square Footage /5�9 @ $ per sq ft = $ �- `t 76 Garage/Shed ��Q @ $ per sq ft = $ U , Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $--7 Z, 7(e .. a Q TotaYValuation 1st $ Q Rmia�der Valuation 410per thousand or Portion thereof ---------------------------{---- ------ 11UDI`TIONAL PERMITS and/or FEES REQUIRED - Total Building Fee $ I + z Filing Fees 6 S Mechanical ; ' Fireplaces @ 15.00 $ , P lug ing ; BUILDING'PERMIT FEE $ o� 76) , 7 Electric/New ------------------------------------------------- Electric/Temp Septic Tank BUILDING PERMIT $ 7d• '7S Well WATER METER CHARGE $ S<aimning Pool SEWER IMPACT FEE $ U 3 Sign WATER IMPACT FEE Water Connection MISCELLANEOUS $ Sewer Connection $ Water Meter $ Elevation Certificate - GRAND TOTAL DUE $ ---------------------------------------------------------------------------------------------- CALCULATIONS and/or NOTES PLANS REVIEW CHECK LIST / Address 1�_ J _ __Ownere�� Legal Description ZZ ___-- --Contractori _ --License Humber_L�t.Z '`.�Y� . _----- C�� License on File YES NO Section 24-101 +► Zoning Regulations Zoning District______________ Proposed UseJ& �q6/_a-' Required Lot Size-----_------ Actual Lot Size_4�-__-___ Setbacks. Required Provided Section 24!17 front ________ CORNER LOT INTERIOR LOT rear _ ________ Flood Zone_____ side-1 -------- -------- / / Required Elevation_ v _ side-2 ________ Max. Height Allowed -N__ Proposed Height_____ Section 24_82 * Minimum Lot Coverage v y Proposed Area_Z�Required Heated Area 1��Q �=____ ------ Section 24_161 * Offstreet Parking Number Spaces Required Spaces Provided v/ ------ ----------- Section 24_82 * Duplicate Buildings Is there a similar building within 500' of proposed building?YES NO Utilities Water and sewer service is to be provided by: Buccaneer Utilities __v City of Atlantic Beach Utilities Private Source SEPTIC TANK WELL Plans Reviewed by:------------------------------Date_-_------------- Building Permit #__________ ISSUED DENIED R.G .M Propertiez Inc . 623 Selva Lakes Circle Atlantic Beach , F .L. 32233 City of Atlantic Beach Department of Construction Dear Sir : R.G.M. Properties Inc . owns the properties in Selva Lakes project . All lots in Selva Lakes project phase 11 and phase 111 have been cleared and grubed before June 1988 . All trees or other material that needed to be relocated for construction of the townhomes was done to save the most trees possible . All the lots have been raised and there is no need to cut or remove any trees in Selva Lakes . All clearing andgrubing was permited and done before June 1988 . R.G.M. properties Inc. has done: more to save trees because the property value increases when there are more natural vegetation on a property . ur tr y , 'JohnA Reyhani Vice President R .G.M. Properties Inc . 3/21/90 4CITY OF ATLANTIC BEACH BUILDING DEPARTMENT INSPECTION REPORT JOB LOCATION PERMIT# SUBDIVISION 1065 LITTLE CYPRESS KEY] 2221 OWNER NAME PHONE ATLANTIC BEACH, FLORIDA 32233 S£L'VA LAKES LEGAL DESC! LO CM PRLTIES SECTION PERMITTYPES CLASS(4gj R;?47-0 .24 CONTRACTOR PROPOSED USE BUILDING NEW REYHANI, JOHN INC. SINGLE FMLY(ATT) WORK DESCRIPTION �T INSPECTION REQUIRED INSPECTOR CONSTRUCT NEW SINGLE FAMILY PER PLANS # 260118 DATE INSPECTED BY 3 L $ APPROVED REJECTED COMMENTS CITY OF ATLANTIC BEACH BUILDING DEPARTMENT INSPECTION REPORT JOS LOCATION PERMIT# SUBDIVISION 1073 LITTLE CYPRESS KEY 2222 am , g ATLANTIC BEACH, FLORIDA 32233 PRONE OWNER NAME SELVA LAKES LEGAL DESC: L$OM PRCWISWIES SECTION PER Mr-90$E)24?'-4224 CLASS OF WORK CONTRACTOR PROPOSED USE BUILDING HEN REYHANI, JOHN INC. SINGLE FMLY(ATT) WORK DESCRIPTION INSPECTION REOUIRED CONSTRUCT NEW SINGLE FAMILY PMC)%ANS #F260117 y� j t1 3 A DATEINSPECTED / rr �` BY APPROVED REJECTED COMMENTS CITY OF ATLANTIC BEACH BUILDING DEPARTMENT INSPECTION REPORT JOB LOCATION PERMIT# SUBDIVISION w ' rt OWNER NAME PHONE 1065 LITTLE CYPRESS KEY 2416 LEGALDESC: ATUNTIC itfH, FLO#ItTPN32233 PERMITTYPES,ELVA LAKES CLASS OF WORK CONTRACTORRGM PROPERTIES ? 9$"Sg--1622 ELECTRICAL WORK DESCRIPTION NEW ADKINS ELECTRIC INC. SINGLE FMLY(ATT) INSPECTION REQUIRED INSPECTOR [�r i I~r �! 150 AMPS SSB x150 AMPS 1PH 3W 240V LL DATE INSPECTED By APPROVED REJECTED 6 ROUGH ELECTRICAL AM t # I COMMENTS ! 4 '�V CITY OF ATLANTIC BEACH Rp� BUILDING DEPARTMENT INSPECTION REPORT` �f y� JOB LOCATION � !J PERMIT# SUBDIVISION tv OWNER NAME V PHONE LEGAL DESC: 1Qr:jrp LITT&15CopYPRESfkEL(W PERMIT TYPE 2221 ATLANTIC BEACH, FLORIDA 32233 CLASS OF WfALVA LA ES CONTRACTOR P ROM PROPERTIES 904?247-0224 WORK DESCRIPTION BUILDING 13 NEW INSPECTIONFfcWlII, JOHN INC. f INSPECTOR INGLE FMLY<ATT3 AIY �" DATEINSPECTE6 CONSTRIWyT NEW SINGLE FAMILY PER PLS\#D-fo118 REJECTED tai S FRAMING AM COMMENTS Auj CITY OF ATLANTIC BEACH BUILDING DEPARTMENT INSPECTION REPORT JOB LOCATION PERMIT# # SUBDIVISION OWNER NAME PHONE 1065 LITTLE CYPRESS KEY] 2223 AT&L.�PKTIC BEA&�.IOIFLORIDA 32233 SELVA LAKES LEGAL DESC: LOT PERMIT TYPE CLASS OF WORK CONTRACTOR RGM PROPERTIES PROPOSED U 4904)247-0224 BUILDING WORK DESCRIPTION NEW REYHANI, JOHN INC. SINGLE FMLY AT INSPECTION REQUIRED INSPECTOR CgNSTRprT W SINGLE FAMILY PER PLA 260118 DATE1NSP "' 7 APPROVER REJECTED ❑ - AM COMMENTS CITY OF ATLANTIC BEACH BUILDING DEPARTMENT INSPECTION REPORT JOB LOCATION PERMIT# SUBDIVISION OWNER NAME 1065 LITTLE CYPRESS KEY] 2221 ATLANTIC REACH, FLORIDA 31B15 SELVA LAKES LEGAL DESC: LOT 'WdA PROPEPROS' PERMIT TYPE (904)247-0224 CLASS OF WORK CONTRACTOR PROPOSED USE BUILDING NEW a WORKDESCRlPTtON REYHANI, JOHN INC. SINGLE FI Y INSPECTION REQUIRED PECTOR ST'RUCT NEW SINGLE INrkjTjl Y PER PLA # 260118 DATE INSPECTBY 5 FRAMING APPROVED AM REJECTED ❑ COMMENTS BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORK SHEET Date Requested: August 29, 1990 Building Contractor: RGM PROPERTIES Building Permit Number: 2221 Address: 1065 Little Cypress Key Legal Description: Lot 118 Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as -Single_Family-Attached - Lowest Floor Elevation: ---------- ---------- ---------- required as built n/a Sales Tax Certificate: ----------------------- date submitted BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED: DATE APPROVED: BY: Fire Chief Public Works Planning Director --------------- --------------- --------- Building Inspector --------------- A P P L I C A T I O 11 F O R B U I L D I H O P E R H I T CITY OF REQUIRED SUBIIITTAI..3 iLIC L�eQGIt - T�OtGR�� 7160CF,AN DUUI,EVARD Each application for building r.o.DOX26 permit will be accompanied by ATLANTIC DFACII,FLORIDA 32233 two complete sets of plans, including TELEr110NEON)249-2396 a detailed site plan indicating location of utilities, parking, size of yards and other pertinent data; one set of Florida Energy Efficiency Code sheets= recent survey tori new construction) SCHEDULE OF 111SPECT1011 A Requests for inspections will be acaeptiod from B100 AN until 4 s 30 P11. All Inspeatlons will be made the folloNing working day. 1. Footing 2. Rough Plumbing/Sewer i CALL IN WITH PERIIIT 3. Slab NUMBER FOR EACH TRADE 4. Fr ainirsy, Rough Electric, Heclsarsical, Top Out Plumbing 5. Insulations G. Final Inspection/Issuance of Certificate of Occupancy ----------------- BUILDINU CARD HUST BE POSTED OR 110 INSPECTION WILL BE MADE Pour no concrete or cover any work until building card is SIGNED by 'the inspector. You y will be required to uncover •any work .that liar. not "►.,'� been inspected. x 310 fee is required for all re-inspections. L' _..... ..u.....sm..a=.,a..L..,r.,.a.•.........w+.-_...<:::..i4•uaY.e.sHri.�.Sri�..e..n mw...,1 4., 1`110PERTY DESCRIPTION 716OCFAN 130ULEMU Lot # 117 lkBlock #--------Section #_______ I P.U.IIUX75 g ATLANI IC lli MCI I,FLORIDA 12291 77A.PXIIUUF,(D041249.2J96 ---- __ Street flame DE5CRIPTI0II OF WORK /t 22 or Addresel „1U -7✓___-- ------^ - --- rIf in a-FLO HAZARp Flood Zoner_____ area complete page 3. Brief 7°, � Description r -7---------------- 41 f =1 Clave of Work t (tiew/Remodel/Addition)_- - _ Z011I110 111FORIIATION Building Zoning ' Type of Ca d.; Constructions_ _____.. Zoning Proposed . ' Districts-� --__Use1--------------------- ► Estimated4-Value 9_ Exceptions or Hdtorialer--------------- Vnrinncan -a Solid or Filled -------------- - -------------------------- •- Ground 1_.._---=---__..Roof t__- _';, .._ OWNER 111FOR11A'TI011 4 hothod of I(r.atingt __ -- �'.�`- Property Owners--- !1-- ..�..! #M1f -!_ _ _ _ Phones Address---s2 2 - C011111ACTUR I1IFOMIATION Contrnctorr_ IZ�. w Ll. Yi1 ---- - ---.,....----__ Phones_ Addling _ = wrC . Y ..-_. _.a------------------ Address - - --- ,//-' ��•.�-^^ �. . Expiration }� License dumber r_ l..._L� ---- 't'f _ - Dater "�. _ j.. `nL. I IIERERY CERTIFY THAT I IIAVE READ AND EXAMINED TNIS APPLICATION AIID KIIOW T11E SAME TO RE, TRUE Alin CORRECT. ALL PROVISiOt18 OF TRE LAWS AND ORDINANCES OOVERHIHO THIS TYPE. OF WORK W11.L RE COtIPLIEn WITH, WIIETIIF.R, SPECIFIED HEREIN OR NOT. THE MARTINO OF A PERHIT DOES HOT PRESUME TO �! (� wtlIVE AUTIIORITY 70 VIOLATE OR CAIICEL tNE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULE.^„ K. '`�, �Il ra, RF.OULATIOf13. ORDIIIAtICF.3, OR LAWS Ifs ANY MANNER, INCLUD1110 INE OOVERNIt10 OF COUSTRUCTION OR THE T PERFORHAIICE OF COIISTRUCT1011 OF TIIE PROJECT. I UNDERSTAND THAt TIIE IS3UAIICF. OF T1118 TERMtt 15 ••�`�• *�y:� • •. 1: CUtITIiitlF.tlT llPOtl THE ABOVE ItIFORMATXDN BEING tRU6 AHD CO AND At INE PLAtIS ANO SUPPDRtINO DATA HAVE BEEN OR SIIALL BE PROVIDE AS RE RED. ; Pi I rwner Signature date Contractor Signature _Date� � �� rt � S FLOODPLAIII DEVELOPHENT I1IFORHATIOII Type of Development '. y = `� ------------- Flood2onet -. ---_-- � Required Lowest Floor Elevations,;__ _ If building is located within a` flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEII, POURED, cortifying that the LOWEST FLOOR ELEVATION 'ie equal to ori above the base flood elevation entablished :Cor, that zone.. Ito final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COHIIENTS i Applicant Acknowledgement= I understand that the issuance of this permit in contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provirsio+is of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Date--------------Applicant's Signature ------ --------------------------------______________------ Department Use Required Lowest Floor Elevation As Built Lowest Floor Elevation _ ----------- Survey ______Survey Filed with Building Department ........... 4i ----------------------------------- - Building Department Representative 71- page page 3 DU1LUING, PLANNING AND ZONING INSPECTION DEPARTHENT CITY OF ATLANTIC BEACH, FLORIDA !, ,' CERTIFICATE OF OCCUPANCY WORK SHEET 11.1 r. "' r. I it Date 12equested t Building Contractors Building Permit Humbert Address a /bL2 S 0� �/ '' ',, �..;•!'i�i,'}f Legal Description t ''j • ;) r;jl' fir•. �: , , •� ' '{ 1 Improvemetits to the above described property have been completed in accordance with the terms of the permit :' and in certified to be ready for occupancy as Lowest Floor Elevationt ___ _ yreq.uired -ae built��. ' -_^n/a- -^ Sales Tax Certificates ____ T� submitted-'•,wY, . ' 4 ; BEFORE ISSUING CERTIFICATE OF OCCUPANCY,•TkiE. FOLLOWINC3 MUST BE COMPLETE DEPARTHEUT DATE NOTIFIEDt DATE APPROVEDs ". BYt Fire Chief --------------- �_.,____]_...._____ --------- Publics Worho --_- --------------- Planning __ _------__ Planning Director --------------- ---1 `y-- I' ---`� Building Inspector •11 _ _ BUILDING, PLANNING A14D ZONING INSPECTION DEPARTHEUT CITY OF ATLANTIC BEACfft ' FLORIDA !; !; CERTIFICATE OF OCCUPANCY WORK SHEET Date Reques ted s Building Contractors • '. , � •. �'�;,•v� �; r :�',;•' �• ' Building Permit Numbers ��/ } '; ', `� ► (�i. Address: Legal Descriptions Improvements to the above described property have been completed + }' in accordance with the terms of the permit '- and is. certiiied to be reedy .for occupancy as Lowest Floor Elevations ____ __ __ ____ _ —required— --an—built I.!": ' —+ n/a-- Sales Tax Certificates ____ _____ j,s !``_ �.<,►• ate�saubmitted 7 BEFORE ISSU11413 CERTIFICATE OF OCCUPANCY,•TflE• FOLLOWING NUS'r BE CONPLETE DEPARTME14T DATE NOTIFIED: . DATE APPROVEDCBYs Fire Chief 1. Public Works ___--___--____-_--. "_.l�.t;,�;.•,�;,`.�.�, ,��,--- --------- Planning Director --------------- Building Inspector . �j'•r ..�•" '• t.rf.• t�s.l q'' 00027 DEPARTMENT OF BUILDING rCITY OF`ATLANTIC.BEACH �F fi - PERK!Z T INF'€3ftNATION - LOCATION ZNFORIIA ION, ------ r 'er l t Ne %044 i 2,150 , . Address: 10615 LITTLE— CYlP§tVSS KEY F P Lead y U'I`ILI'T >R iltT »,l I IC BEACH, FLOI A� � Clsa 6:r Work a NEW LEGAL DRC�ORII'T1CIN ------ Constr. Typos N/A " Lots Buskt` r� Prarposa4l Ue r SINGLE F'Atf:,rL-v RNO: Ct Orrell 14 s ' t +C id a b' Subd lvleiab s 'SELVA L KE0 I*Pjrov* Costs Tate A *a^s £ J K N i a.x 6 ATION _.� APFI,.ICA�TIttN FGI <. r e . PERMIT :— Ad fr�r ra �} ll►R s Cl 11t��p C�(!�„ 11 �a T F" p ` n ,f r �G�' �" k,•';W t �+'� Al- `37 5 y� PWi! 64 er � tAt .. � f, � N� � a RA I 'GAS-if.ft. S - �_-- " R �t R« F'OI�kMA7"I - ItAoaw BIAS 5x' '10 RC1. 00.00 L.ic �►xr i i 1 'PYp*1 C3 LIE-II45t' )�E Cl.. x �� o etc-411 X111PA+CT F`EE t ' P�kt�►. , , k� k s?," a4o'®raa +OTHER 0 . h `r NOTES: 17 t� NOTICE--ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE;POURING i PERMIT VOID SIX MONTHS AFTER DATE. .,�SUE BUILDING MATERIAL„ RUBB'SH AND DEBRIS FROM THIS WORK 1667 T NOT BE PLACED IN PUBLIC SP..AQ`E,AND MUST BE -'CLEARED UP`'AND,HAULED AWAY SY EITHER CONTRACTOR OR OWNER. i FAILURE TO COMM LY WITHETHE' MECHANICS' LIEN LAW CAN'RESULT IN, THE PROPERTY OWNER PAYING TWICE FOR BUIL©I.NG tMPROVEME'NTS." IIT +# Eu IT!` 7 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF'THIS PERMLfiAND T TO REV N,FQR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT a By: n, .,, ,x. � - Y REYHANI INC. MOVE METERS OUT:.OF DRIVEWAY ' 1065-1073 LITTLE CYPRESS i f KEY JOB COST `'RECORD DESCnIPTION OTY, MATERIALS LABOR TOTAL 1 1/2" 90 L PVC, 1 1/2" SCH 40 PVC PIP ' I SUB TOTAL 10% O.H. TOTAL 3 30% O.H. �]- TOTAL - $107.06 ' I A I . MATERIALS LABOR TOTAL TOTAL $3.112 107.06 $1101.18 MISC. JOB EXPENSES AMOUNT OTHER JOB EXPENSES 60.00 2 TRUCKS 1 .00/HRl iR Z vQ TOTAL COST 3 Daa Scotch°7664"POSt•it"Routing-Request Pad - - ROUTING - REQUEST Please ❑ READ To 9HANDLE ❑ APPROVE and ❑ FORWARD r E D ❑ RETURN ❑ KEEP OR DISCARD 990 �J�V—1 ❑ REVIEW WITH ME 4t IC BEACH Date--- From 'PARTMI'l,T PRICE QUOS APPLICATION FOR WATER AND/OR SEWER TAP APPLICANT NAME__- ---- MAILING ADDRESS__---- �-----------------��5 -- ---___------ PHONE NUMBER_________________________ DATE___ �-Z9 q n SERVICE REDUESTED_---- --------------- sa SERVICE LOCATION- V ------------------------------------------------ DATE SENT TO 'J �j_ (� DATE RETURNED PUBLIC WORKS___! ! / TO BUILD. DPT. DATE OWNER NOTIFIED--------------------- . RECEIVED JUL 191990 I'-UHL,IC WORKS APPROVED J U L 2 3 1990 CITY OF ATLANTIC BEACH PUBLIC WORKS DEPART u`;-. r PIZICE QUOdWre APPLICATION FOR WATER AND/OR SEWER TAP APPLICANT NAME_____-e&m____ _ -� ---- --------------- MAILING ADDRESS__ "�4.3 q---_ E5 PHONE NUMBER -- --------------- DATE- SERVICE REQUESTED------ ------ ------- SERVICE s SERVICE -- ------------------------------------------------ DATE SENT TOGf DATE RETURNED PUBLIC WORKS DATE �___ TO BUILD. DPT. DATE OWNER NOTIFIED-„-------------------- RECEIVED JUL 191990 PUUB41C WORKS APPROVED J U L ? 3 1990 CITY OF ATLANTIC BEACH PUBLIC WORKS DFPARTMFP'T PRICE QUO APPLICATION FOR WATER AND/OR SEWER TAP APPLICANT MAKE_____�C77!/ l- ---------------- MAILIHO ADDRESS_______! -- - -- PHONE NUMBER_______ ___ _ __ ______ DATE__ SERVICE REQUESTED------ _-- G�i4.�,uP s ------------ ----------------- ----- ------- SERVICt LOCATION LOCATION----,lQ�Q --- ------ -- -------------------------- DATE SENT TO 07,/p, � DATE RETURNED PUBLIC WORKS----------- TO BUILD. DPT- ---------------- DATE ______DATE OWNER NOTIFIED_____________________ aCvS" i® �3 /{ f Office of Building Official REQUEST FOR INSPECTION Date Permit No Time A.M. Received P Job Addre f ;, Locafty Owner's _„!!. `+c Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing 0 Footing ❑ Rough Wiring ❑ Rough 0 Air Cond.& 17 Re Roofing a Slab ❑ Temp Pole E Top Out Cl Heating Insulation C Lintel C Final C Sewer 0 Fire Place C Pre Fab READY FOR INSPECTION XM Mon. Tues. Wed. Thurs. Friday Inspection Made _ rtI" � PM. Inspector � , Final Inspection [I Certificate of Occupancy D Date O� 7" CITY OF" Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A,K Received PM Job Address Lo lity Owner's Name ---V A Contr ct;r ; BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing 0 Footing 0 Rough Wiring Cl Rough 0 Air Cond.& E Re Roofing o Slab 0 Temp Pole 0 Top Out E, Heating Insulation 0 Lintel C1 Final Cl Sewer C Fire Place Pre Fab READY FOR INSPECTION A.M. Owl, Tues. Wed. Thurs. Friday 0 k A.M. Inspection Made Inspector - I Final Inspectijo?!�� Z,IN Certificate of Occupancy 171 Date City�o_�f�� At��lantic Beach H* CU6TM RREEEIPT +tee Oper: R.ANIR Types M Draw: 1 Date: 5/11/16 n Receipt so: 54MI Description MO tity Aseant EM BP BUILDING PQM179 1.M SWM Tender detail Toottal00tendered lNRM1 O Total � Changet1R.M Trans date: 5/11/115 Timm 1409:51 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 19 Application Number . . . . . 05-00030307 Date 5/11/05 Property Address . . . . . . 1065 LITTLE CYPRESS KEY Tenant nbr, name . . . . . . REROOF Application description . . . ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 5875 Owner Contractor -- - --- - --- ------- -- ----- - -- -- -- ------------- ---- JONES, PATSY ROMANO ROOFING SERVICES P.O. BOX 33037 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (9 04) 246-5649 ----- - --- ----- - - - -- --- ------- --------------- -- -- -- -- ------------------------ Permit ROOF PERMIT Additional desc . . Permit Fee . . . . 90 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 5875 Fee summary Charged Paid Credited Due - - - ---- -- -- --- --- ----- ----- -------- -- ---------- ---------- Permit Fee Total 90 . 00 90 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 90 . 00 90 . 00 . 00 . 00 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. c> BUIL G OFFICIAL CITY OI•-+' ATLANTIC BEACH Cc: Y BUILDING /ZONING DEPARTMENT D Hi J r� 800 Seminole Road ggins Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 65-�-�r Property Address: 1 ffin t Applicant: Ce 5�" Project: This p rmit application has been: Approved an owing i ms-need-agntion: 7 o L Please re-submit your application when these items have been completed. Reviewed By: 911,,`.� Date: Date Contractor Notified: CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address_ -�O(�S^ L,—(Tu- Ct-( ptu5 s e-y Date D16- Heated Square Footage @$ per sq ft= $ Garage/Shed �@ $ on per sq ft= $ Carport/Porch en $ per sq ft= $ Deck @$ per sq ft= $ Patio @$ per sq ft= $ TOTAL VALUATION: $ 0.7--s- $ g 5' Total Valuation 1 $ redc:, A(SK $ 25�' Remaining Value $5. per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ �o ZONING: + 1/Z Filing Fee $ 3c� FLOOD ZONE: ( )Fireplaces @ $35.00 $ IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ CO WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT$ SEWER TAP $ C ( ) RADON .0050 $ SECTION H PAVING( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ 0 GRAND TOTAL DUE: $ RD r CITY OF ATLANTIC BEACH MAY ROOFING PERMIT APPLICATION �'�rrr3ly' Date: Job Address: Owner of Property: k Address: Telephone: Z"-=-1 sA Contractor: P6MAAlo W6e 1,V4 ,VeeVje-es State License Number: C C-C os-•X l b s Contractor's Address: -3 d Ld 9 iatj•. -ro e' e_-r 7�44a l r- j3 d , Z/ 3.2 Q 33 Telephone: - V V to --f—l0 `7 n I 90 '.2 C/i� /Z 9.2 Scope of Work: `T z- Deck Slope: Greater than 2:12 Less than 2:12 Valuation of work: 1Y` �;'�'-7 6- Product Name (Example:Timberline): Manufacturer(Example:GAF): -�l') ASTM Designation(s): I(.P Required Inspections: g nd F' Signature of Owner ' Date: Signature of Contractor: Date: a-S AS TO OWNER: �y Sworn to and subscribed before me this day of20j5 State of Florida,County of Duval Notary's'Signature: ELAINA ROMANO ❑ Personally known MY COMMISSION#DD357393 ❑ Produced identification 1 - �TR: UUS:SeomTbei23,2WI Type of identification produced "�"osnFI.Notary Discount Assoc Co. k-00- AS TO CO �--.� Sworn to and subscribed before me this / day of �� , 20 C2 State of Florida,County of Duval Notary's Signature: 6 C::] O ❑ Personally known 9314 Produced identification 8 Type of identification produced FI.NoA. 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atlantic-beach.fl.us "Re 1 Revised 221/03 j CITY OF ATLANTIC BEACH r, 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building de2t(iD oab.us Application Number . . . . . 08-00000354 Eate Property Address . . . . . . 1065 LITTLE CYPRESS KEY Application type description RESIDENTIAL ADDITION/ALTEPZATION Property Zoning . . . . . . . TO BE UPDATED ? Application valuation . . . . 775 ---------------------------------------------------------------------------- Application desc garage replacement ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ JONES, PATSY OWNER ATLANTIC BEACH FL 32233 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . Permit Fee . . . . 35 . 00 Plan Check Fee I 5 Issue Date . . . . Valuation 17 Expiration Date 9/16/08 Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS. 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS -------------------------------,--------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 .00 35 .00 . 00 . 00 Plan Check 'Total 17 . 50 17 . 50 . 00 . 00 Grand Total 52 . 50 52 .50 . 00 . 00 PERmrr IS APPROVED ONLY IN ACCORDANCE WTTH ALL cm OF ATLANTIC BEACH ORDINANCES AND t HE FLORIDA BUILDING CODES. ti C CITY OF ATLANTIC BEACH 0Q 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 v- 'J OFFICE:(904)247-5826•FAX NO.:(904)247-5645 ��• .- BUILDING-DEPT@COAB.US J all BUILDING PERMIT APPLICATION DUVAL COUNTY 1 JOSADpi ES$, Z:4rl�tUA QF'WQitK ,$Q FT.CIMDE �t L u. . ►� ❑NEW BUILDING ❑DEMOLITION ESIDENTIAL LOT_BLOCK_SUB DIVISION ❑A (TION ❑CONVERTING USE ❑WALTERATION 13 ACCESSORY BLDG. SF P. ❑REPAIR ❑POOL/SPA ❑YES N/A ❑MOVE ❑OTHER ❑NO 9.NAME: 15.COMPANY NAME: 23.COMPANY NAME: ?/^rs 16.NAME: 24.LICENSEE NAME: 10.ADDRESS: J �p'� /► C� 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.:. 18.ADDRESS: 26.ADDRESS: 11.OFFICE PHONE: 12.FAX N 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE 28.FAX NO.: 13..0 HONE: 21.CELL PHO 29.CELL PHO 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: f THIW d y StDNDtlt CDMP/At4'+f 1460 4 r 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. I 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. Sig d. G Date: Signed: Date: Before me this d of A ,2007 i theco my of Before me this day of ,2007 in the county of Du ate of Florid ,has personally appeared Duval,State of Florida,has personally appeared L!� herin by himself erself 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. Nota ublic at LangC to of �L County of ✓Cv Notary Public at Large,State of County of ersonally Known ❑Personally Known ❑Produced Identificat0 15r ❑Produced Identification- Notary Sig at u . Notary Sig _+ Notary blie- to of FloridaLT L�40AMAM D FOR CODE COMPLIANCE - =My Commission Expires Feb 14 2010 CITY N,. ANTIC BEACH :9t Commission#DD 518533 OF A7['I, : ' SEE PERMITS FOR A1�D►I'IONAL r coAB Fo B c ' �; REQUIREMENTS AND CONDITIONS. tl I F I L E CO py DATE: I } yryt3.l,If��. CITY OF ATLANTIC BEACH )1 (OWNER / BUILDER AFFIDAVIT 1. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU,AS THE OWNER OF YOUR PROPERTY,TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF YOU MAY BUILD OR IMPROVE A ONE—OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF$25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY, TT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE,THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. 11. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER, III. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO$5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN"OCCUPATIONAL LICENSE"IS NOT ADEQUATE THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. V.ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT 1 COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. ADDRESS PHONE NUMBER 4S PRINT hAME SIGNATURE DATE Before me this day of_ ' " a e ��,2007 in the county of Duval,Stat%of Florida,has personally appeared berm by himself I herself and affirms that all statements and declarations are true and accurate. Not /ary Public at large,State of_ Y L County of I PesonatlyKmxm ❑Produced Identificefion- ``aolr.av % SHIRLEY ublic.St of Fbnda Y_.ommission Ex, ir Feb t4,Zpfp Notary Signatu National Notary Assn. COAG FORM IN DGOT.REVISED:8!14/200.7 - . �VVI[luluu u Ilpillullu%v� This door meets or exceeds the design loads for the wind speeds listed below according to the 2001 Florida Building Code (ASCE7-98) for the following conditions:1)enclosed building,2)door has 2'of width in building's end zone,3)use Tactor of 1.0,4)any roof slope,and 5)50%safety factor. SB R 1/8'ACYRUC LOTS AVAIVBLE.OPTIONAL REV DATE DESCRIPTION 12M B PLASKOLRE OPRK R LUCITE CP 05 OS/D3/04 ADDED INSULATED M/N 190,1500 Wind Speed(MPH) <_100 110 110 120 ECTa��ACCORDANCE WITH W/rnc I51 NIERYEONTE SOUES FOR 16'WOE OWR. 06 05/24/05 UPDATED CODE REF. ATTACHED W TOC-L-LOC((TTRR t BBppiT)) 20 CA MM.ENO"LES ATTACHED TO OOOI Exposure Level BorCj B I C B AND RET ADHESNE(A DING CENTER) SKIN WPAEa --OSYSTEM (TOP, TOM 07 09/26/05 ADDED ROLLER OPTION Mean Roof Height 30' 30' 20' 30' 08 06/15/06 UPDATED STRUT ATTACHMENT 09 11/30/07 ADDED EXTENDED HEIGHTS.COMBINED CLOPAY,HOLMES,AND IDEAL M/N Design Load Test Load y yy \[ \e \� 11,.5/B•SHEET YEFAL SCREWS HORIZONTAL 16!'LP SU� +24 +36 IAA a'TA L DDR9 AND UNDER v,.3/, FLEW P.S.F. , TAPPING SCREW`. ^S ° 13 GA GKN.STEEL FLAG BRACKET. -V/ EAC M FASTENED TO WOOD.LAMB W11H J I (3)S/�611-5/6'WOOD LAO SCREWS. 24.5 GI iW 1B f KIIF�FDIATF Nd/:E TR4- CNFGLATbN ABOVE INF ODOR OPENING DOE.NOT AFP M THF MEW'C' 14 MFw'B M Nn'c � Product Acceptance Number on File HDOREICNIT 7' with Local Building Department: 2•N. TRALV.STEEL RACK, _ LDDK Pom1R °i - �DMTER OCdt WR TOP BRACKET .L. YN.TRACK TMIICNNESS:.DaO' FL 3Q26R1.6 (101711) (80TH=�" S'R`S �E HORRONTK � B-D BB (TWONO PONT LOCKING '�` TAP.2-1/2•.12 GA G.V.STEEL TRACK BRACKET. 4 1 1 (4)TRACK BRACKETS PER SI(FACTORY ATTACHED) For more information on local wind code requirements, "" `m"` TRAC please contact your local Building Department. LOW D0 BLER HEADROOM 6 AVAILABLE AS AN OPTION PATTERN ROLA SOTTO(IL TWO CTKNBAR` SNAP LATCH ENGAGES NMIE:TRACK CONFIGURATION J.B. N athews A LOADABCAS,HE�R DIS DW M wHo SECTION.ETC.)N. ONTO NAPVERLATCAL H O N. DOES NOT AFFECT THE WIND arE SNAP LATCH R LOAD RARING of nWs DOOR INTER.STILE EACH SITE OF DOOR. RTOIIIL OUISOE KEYED LOCK POSRNN COMPANY OUTSIDE KEYED -M°t.DOOR WNIFH�16'-0' HANDLE WLSM FLEV�DDN` END 110RRONTK TRACK SUPPORT BY Commercial•Residential Garage Doors s EE DOOR INSTALLER(TD SUIT) DOORS OVER e•TK1 Serving Florida Since 1978 FRONT FRAME WITH UV INSIDEHANDLEBRACKET.www.ibmathews.com OUISIDF NM11 lnC.% tJ GA GKN.STEEL F1.1G BRACKET. COATING R OUTSIDE SURFACE FACM FASTEN TO AGR.MMB WTIM www.jbmathews.com SNAP uTCH � (3)511C.1-5111--5511C.1-5111-LAG sREWs 904-260-3020 "- SER M&MIN. BY DOOR L END SR °` 109=N CIXi1tl IR!TION �_ RY Aw,4LF 1/DmARLE YUC A srRSY 20 GA MIN.DKV.STEEL END STILE i uM'FIWnA 190E� 2.6 YELLOW PINE JAMB � NA% a -..UMER -. /8,3 4'PAN HEM)SCREW 20 GA MV.STEEL INTER STILE 2-GKN.STEEL TRACK, �10 SCREWS PER LIFE) $ TRACK THICKNESS:.060-,RR 1/DENSITY POLYSTYRENE FOAM NS EULION BRACKCM FASTENED TO WOOD JWB� 1 B4• IMP.2-1/2'.12 GA ONLY.STFFL TMCK BRACKET. 1-SCKE THICK ATE VMDYIL IS ONLY) _ WITH ONE 5 15'x1-5/e'LAS.SCREW TTY ((53 TRACK BMCKETS PER SIDE((UP TO 10'NKAT. BACKER(INSULATED YODELS ONLY) 2'THICK / pSTANCE BEMEEN MG ANp TOP TRAGI(B H END PER TRACK BRACKET. 7/16'I.D.ROUND PUSINUT 18 GA GKV.STEEL CENTER HINGE 6 TRICK BRACKETS PER F RTO 12'MOH. s7RE FASTENER(ONE PER ROLLER) FASTENER TO NTER.STI N 4) .L• NOT TO--a b'O.C. pOR 25 CA MN GKN.STEL SIU1 /14.5/8 SHEET YET.TRIM. WITH A BAKED-R PRWR, NTT. 2'GALV.STEL TRACK FASTENED TO 14 GA°ALV.STEEL ROLIEA MNGE$ 2 O'IF AND A B°tED-0N POLYESTER SIRE 12 Gk GLLV.STEEL TRACK BRACKETS. FASTENED T°END STILES EMH W/L4) tiYP - 4 TR COAT APPLEO TO BOTH TRACK ATTACHED TO EAR BRACKET 14x5//ee SH♦iET YET.SCREWS AND - 1 SLATS R STEEL SKIN. LOCK BAR W0M TWO 1/415/8'BOLTS A NUI` (4')1/4•.3/4 %MU TAPPING SCREWS PER END HINGE. - - I1 12 CA MY.STEEL-TOP BRACKET.EACH ENCJOES IN R IWO 1/4.OK RNEIS BRACKET ATTACHED W ) OUTSIDE TRACEACIMNON SIDE 2'10 BALL SHORT STEM STEL ROLLER WITH _ SHIP IAP JOINTS. I .�5/SB'SKEET NOV(. /MNOLE OF DOOR STEEL OR NYLR TIRE _ 1 SR ,IAMB CMQNRAIHIN 1MFPAMTION OF.Mu6s BY OTHERS, SECIXIN-C-C 14 GAG.V.STEEL �a -o I� _ We END MADE GCH LOCK BTA LOCKMG` . MIN FASTENED TO END l e N SLEEVE ANCHOR BOLTS R 21'CLMFRS IC-90 SKF3 w/f,) th5 B' N)R 24'CENTERS 2.000 PSI YIN,CONCIIEYE SHEET YEEYT. 14 N'TAPCAN SCREWS IN 17-i/2'CENTERS(2.000 3•TAIL U-BAR a(4)1/413/4•SELF S MEETS OR EXCEED`TH DESIR PSI W.OONCREIE).WASHERS INCLUDED WITH VERT .,MIB ATTCNYENT FRAYF 1 GSD—�L= 20 GA GKN.STEEL TMPMG SCREWS. LOADS FOR THIS WIND SPEEDS LSTED BELOW SLEEVE.AMCHORS,1'QD.YM.WASMRS REOUAED ,/213 LIG SCREWS R 19 CENTERS YIN.YERD STRENGIM 50 X51 END SLIDE BOLT RLORDING TO IOBICID(NASS.CE7�)FOR 111E FOLL01MN0)ORIDAE WITH TAPCONS.ANCHORS MY BE COUNTERS UN(A FLUSH (MN.WASHER REQUIRED.LAG SCREWS MY BE CIXMTEIISLINK 11 3-I- 3'TALL.20 GL GN.V.STEEL U-BARS N SOLE OK ESRD SES WS V OF W6TnI BUEDIBUOSED UILDIdD TRE (BUT REQUIRED R`UR°f/CED)M01820NITo NE.YLBS 00 NOT SRFICE.NOR°QMlfk 1YIB5 00 TRANSECT TMD. A Z-1-2-1 PATTERN(LE.TWO U-BAMS TRACK.ONE J IMPORgNCE TACTOR OF 1.0 4 ANY TRANSFER LOAD' R BOTTOM SECION,ONE U-BVI R NEXT LOCK SON I T SECTION,ETC.). EACH U-BVL ATTACHED DOOR.F WRI SPEED SIR 110 ,10.120 WITH 1/4',3/4'SELF TAPPING SCREWS; EKPOSUR LEVEL B or C B ° B DESIGN ENGINEER:MARK WESTERFlELD,P.E. (2)PER IND STILL MSE STILE IAGTON AND wslnE d nE MEAN AOR HEOHT W. b' 15' ]0' FLORIDA P.E.#48495,NC P.E./23832,TEXAS P.E#91513 W oAaoWm ARE Wwm N wuE DESIGN LOADS: +24.0 PSF& -24.5 PSF (3)PER END SDIE LDCK RTION Aram 1KIA BNBWS). TEST LOADS: +36.0 PSF& -37.0 PSF MOTION A-A EexK IAEM 13 GA GALV STEEL BOTTOM BRACKET CLO PAY BUILDING PRDWCTS COMPANY SCALE, VINDLOAD RATING AX.DOOR SIZE, ATTACHED WITH(2)/14.5/0'SHEET MEEK SCREW`, Clopay MASON DUKE BLVD. NOTED KUNNHE EWIH(2) MASON,off BLVD. W 4 16'0"W x 12'0"H a AM WEATHERSTRIP. DATE (sn)nD-,eoo 1/3/97 DESCRIPTION M v1WILW a1AaW WMxN us DAW.W I¢n nK S LIE:THE TIME RE R SHE TY OF THE STRUCTURAL ELEMENTS WIW Low Iw4uxxapns a TI[naIFW1 wwnxMR mx $ILALL BE THE RESPONSIBBIFY OF THE PROFESSIONAL OF CI.Pay Corporation NI Right.Rewnred. DRAWN BY, JAC M N 73Z75/84A/94 16'W +24Z-24.5 PSF DES. NWwM xxN WW N2 MM p BEKep W(TW RECORD FOR THE BUKWNG R STRUCTURE KA N ACCROA.CE Building P rod u etS The arrangements depicted herein are the Sale WITH CURRENT BUILONG CODES FOR THE LOADS USED R 9e DK proPMy ^ 7MM1VING NUMBERS REVi THIS DRAWING. OT the Cl,poy Corporation°nd pZ not De reproduced CHECKED BYE MWW IE J! 101711 09 Company any ram HhoMt It'.Written pertnlBWion. a CrrY OF ATLANTIC BEACH PERMIT BUILDING/ ZONING DEPARTMENT APPLICATION # =r BOO Seminole Road ',:�.�-••'•k=••�� V Atlantic Beach,Florida 32233 D� •. (904)247-5-00 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM REQUIRED DEPT: Y N PLANNING Paroperty Address: Li'771E 1.n rf,ls Y 6t4 BUILDING Y N PUBLIC WORKS AppHcant- 0 Y N . PUBLIC UTILITIES Y N FIRE DEPT. Project: qJ,( Q 9£ .SDOG Y N PUQLICSAF[-1Y w -APPROVAL C-1 REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: Z Cr Y M D.E.P HUFSTETLER CD <a Y N S.J.R.W.M. CARPER Lu y Y N ARMY CORPS of ENG CARPER O Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDIN DA AP REVIEWED BY: INITIAL: DATE: ® 1 ST REV 4 PLANNING- 11 2ND REV El 11 BUILDING PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV 11 11 EN, VINYL & GLASS ROOMS SECTION 3 , CI"y of Atlauldc 13 0uc:1 SELECT EDGE BEAM TABLE 3.1.1 ROOF AND/OR TABLE 3.1.2 MINIMUM 3-112" 'LW SLAB ON GRADE OR FOR MAX, RAISED FOOTING UPRIGHT (SEE DETAILS FOR LENGTH 1"x 2" FOOTINGS) VARIES NO MAX. (ELEV. SLAB OR ON GRADE) — � TYPICAL GLASS ROOM WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1"x 2" PLATE TO BOTTOM OF WALL BEAM) ALTERNATE CONNECTION AT FASCIA ALLOWED (SEE LOAD WIDTH SECTION 7 FOR DETAILS) FOR ROOF BEAM LW �-- P/2 SOLID ROOF O.H. EXISTING SIZE BEAM AND UPRIGHTS STRUCTURE (SEE TABLES) VARIES P = PROJECTION FROM BLDG. LW= LOAD WIDTH *— P VARIES ---* TYPICAL CREE / LASS ROOM NOTES: ANCHOR 1" x 2" OPEN BACK EXTRUSION WITH 1/4"x 2-1/4" CONCRETE FASTENER MAXIMUM OF 7-0" ON CENTER AND WITHIN 6" OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL WITH #10 x 2-1/2" SHEET METAL SCREWS WITH WASHERS OR#10 x 2-1/2"WASHER HEADED SCREW 7-0" ON CENTER. ANCHOR BEAM AND COLUMN INTERNALLY OR WTH ANCHOR CLIPS AND#10 SCREWS AND WASHERS. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. SELECT FOURTH WALL BEAM FROM TAB�%SO 45N (Z I L �Z'SS CI�BQ�Lp1N� OFF AA o(os Cl LUV Ory Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P%;f T 444 P.O BOX 4368,SOUTH DAYTONA.FL 3212 32.12313 TELEPHONE(904)767-4774 X41 FAX(904)767-6556.. SEAL © COPYRIGHT 2000 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNET-. P E 3-1 SECTION 3 SCREEN, VINYL & GLASS ROOMS SPANS PER TABLES COMPOSITE PANEL OR PAN ,H, . 00 VARIES VARIES �f ' - UPRIGHT HEIGHTS TYPICAL SLOPED SOLID ROOF ENCLOSURE USE BEAM TO WALL DETAIL i ,A, 'H' 4 i VARIES \ VARIES TYPICAL GABLE SOLID ROOF ENCL2S.W , Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT •r. L,:.� �� P O BOX 4366,SOUTH DAYTONA,FL 32121 j TELEPHONE(904)767-4774 S 3� FAX(904)767.6556 SEAL PAGE Q COPYRIGHT 2000 3-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT,P E 6 SCREEN, VINYL & GLASS ROOMS SECTION 3 SOLID COVER MINIMUM 2"x 2"x 0.032" (TYPICAL) EDGE BEAM 1 —� V) Lu ---� > I W MAXIMUM WIDTH EDGE BEAM SPAN Q � 4 > I w cc Q - � > i SHEETING MINIMUM ONE SIDE EDGE BEAM SLAB 3-1/2" MINIMUM (SEE DETAIL) TYPICAL ELEVATION GLASS ROOM WALL ANGLE (1) SIDE OR BLIND SCREW 2"x 2" WINDOW HEADER — WINDOW ADDITION ANCHOR W/MIN. #10 x 1" S.M.S. @ 6" i FROM EACH CORNER AND 16" O.C. MAX. CHAIR RAIL 2"x 2"ALUMINUM EXTRUSION KICK PLATE ANGLE (1) SIDE OR BLIND SCREW - TYPICAL ELEVATION GLASS ROOM WALL J, Lawrence E. Bennett, P.E. CIVIL ENGINEER.DEVELOPMENT CONSULTANT P.O BOX 4368,SOUTH OAYTONA,FL 32121 ` rrfw�: �9.j1� TELEPHONE(904)767-4774 J=:^arc ,)�. 56 FAX(904)767-6556 SEAL © COPYRIGHT 2000 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT,P E 3-5 t SECTION 3 SCREEN, VINYL & GLASS ROOMS SOLID ROOF CONVENTIONAL FRAMING OR ALUMINUM FRAME SYSTEM AS MIN. SHEET ONE SIDE FOR WINDOW FRAMING CAN SCREEN ROOM AND BOTH ATTACH DIRECTLY TO SIDES FOR GLASS ROOM. USE HEADER STANDARD NAIL OR SCREW PATTERNS FOR ANCHORING. GLASS WINDOW INSTALLED PER MANUFACTURERS SPECIFICATIONS ALUMINUM SHEETING OR VINYL d d 4 d d 'F4 GLASS ROOM WALL SECTION Lawrence E. Bennett, P.E. CIVIL ENGINEER.DEVELOPMENT CONSULTANT P.O.BOX 4366,SOUTH DAYTCNA.F1,32121 h o, fE,� iti r'p,T TELEPHONE(904)767-4774 FAX(904)767556 SEAL PAGE ® COPYRIGHT 2000 3-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.SENNETT,P.E. SCREEN, VINYL & GLASS ROOMS SECTION 3 PAN ROOF, COMPOSITE PANEL OR HOST STRUCTURAL FRAMING (4)#8 x 1/2"S.M.S. EACH SIDE TOP 1 x 2 OR 2 x 2 ATTACHED OF POST TO POST W/1"x 1"x 2" ANGLE CLIPS EACH SIDE OF POST 'L'CLIP OR'U'CHANNEL CHAIR RAIL ATTACHED TO POST W/ MIN. (4)#10 S.M.S. GIRT OR CHAIR RAIL AND KICK PLATE 2"x 2"0.032" MIN. HOLLOW RAIL ANCHOR 1 x 2 PLATE TO CONCRETE WITH 1/4"x 2-1/2" CONCRETE ANCHORS WITHIN 6" 1 x 2 OR 2 x 2 ATTACHED TO OF EACH SIDE OF EACH POST AT BOTTOM W1 1"x 1"x 2"x 1/16" 24"O.C. MAX. OR THROUGH 0.045"ANGLE CLIPS EACH ANGLE AT 24" O.C. MAX. SIDE AND MIN. (4)#10 x 1/2" S.M.S. 1"x 2"x 0.032" MIN. OPEN .• �. BACK EXTRUSION MIN. 3-1/2"SLAB 2500 PS! a CONC. 6 x 6- 10 x 10 W.W.M. 1-1/B" MIN. IN CONCRETE OR FIBER MESH VAPOR BARRIER UNDER CONCRETE POST TO BASE, GIRT AND POST TO BEAM DETAIL CEC 047,713 Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O. Box 6444 � P.O.BOX 4368,SOUTH DAYTONA,FL 32121 t TELEPHONE(904)767-4774 FAX(904)767-556 904-785-`.241 SEAL PAGE ® COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 3-7 f SECTION 3 SCREEN, VINYL & GLASS ROOMS ALTERNATE CONNECTIONBEAM/HEADER DETAIL 1'x 2"WITH (3)#10 x 1-1/2'S.M.S. INTO SCREW BOSS ANGLE CLIPS MAY BE (2)#10 x 1 1/2"S. M. S. INTO SUBSTITUTED FOR INTERNAL SCREW BOSS SCREW SYSTEMS ANCHOR 1"x 2"PLATE TO CONCRETE W/ 1/4"x 2-1/2' CONCRETE ANCHORS WITHIN -------- MIN. (3)#10 x 1 1/2"S.M.S. 6"OF EACH SIDE OF EACH il I POST AND 24'O.C. MAX. INTO SCREW BOSS 1"x 2"EXTRUSION MIN. 3-1/2"SLAB 2500 PSI CONC. 6 x 6- 10 x 10 W.W.M. 1-1/8" MIN. IN CONCRETE OR FIBER MESH VAPOR BARRIER UNDER CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL 2"x 2"OR 2"x 3"OR 2" SMB (4)#10 x 1/2" S.M.S. EACH SIDE POST OF POST 0 o HEADER BEAM o 0 ANCHOR 1'x 2"CHANNEL TO CONCRETE WITH 1/4"x H-BAR OR GUSSET PLATE 2-1/4'CONCRETE ANCHORS WITHIN 6"OF EACH SIDE OF EACH POST AT 24"O.C. MAX. _ MIN. (4)#10 x 1/2"S.M.S. @ OR THROUGH ANGLE AT 24" EACH POST O.C. MAX. 1"x 2" EXTRUSION 0 0 MIN. 3-1/2"SLAB 2500 PSI CONC, 6x6-10x10 W.W.M. OR • ' • °v 1-1/8" MIN. IN CONCRETE FIBER MESH VAPOR BARRIER UNDER • CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL Lawrence E. Bennett, P.E. 3 0-77 13 CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA.FL"32121 P n BOX6444 TELEPHONE(904)767-4771 //�� }} FAX(904) CJ 767-6556 y`v " E/! :i LG�JV((�� SEAL gG -7il -` '?41 PAGE p © COPYRIGHT 2000 3-8 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.SENNETT,P.E. SCREEN, VINYL >& GLASS ROOMS SECTION 3 2"x 2"OR 2"x 3"POST ANCHOR RECEIVING CHANNEL TO #8 x 9/16"TEK SCREWS BOTH CONCRETE W/FASTENER(PER — SIDES TABLE)WITHIN 6"OF EACH SIDE 1"x 2-1/8"x 1" U-CHANNEL OR OF EACH POST @ 24"O.C. MAX. RECEIVING CHANNEL MIN. 3-1/2"SLAB 2500 PSI a CONC. 6 x 6- 10 x 10 W.W.M. OR FIBER MESH CONCRETE ANCHOR VAPOR BARRIER UNDER (PER TABLE) CONCRETE 1-1/8" MIN. IN CONCRETE ALTERNATE POST TO BASE CONNECTION DETAIL 1 2"x2" OR2"x 3" POST ANCHOR RECEIVING CHANNEL TO #8 x 9/16"TEK SCREWS BOTH CONCRETE W/FASTENER(PER — SIDES TABLE)WITHIN 6"OF EACH SIDE 1"x 2-1/8"x 1" U-CHANNEL OR OF EACH POST @ 24"O.C. MAX. RECEIVING CHANNEL 0 OL f MIN, 3-1/2" SLAB 2500 PSI a CONC. 6 x 6- 10 x 10 W.W.M. OR FIBER MESH CONCRETE ANCHOR VAPOR BARRIER UNDER (PER TABLE) CONCRETE 1-1/8" MIN. IN CONCRETE ALTERNATE POST TO BASE CONNECTION DETAIL 2 CE'. l 713 Lawrence E. Bennett, P.E. CIVIL ENGINEER•DEVELOPMENT CONSULTANT P.O. SOX 6444 CIVIL BOX 4368,SOUTH DAYTONA,FL 32121 _ '-)236 TELEPHONE(904)767-4774 2U4-78 0-w 241 FAX(904)767.6556 .. sEsv_ © COPYRIGHT 2000 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT.P.E. 3-9 SECTION 3 SCREEN, VINYL & GLASS ROOMS EDGE BEAM 1"x 2"OPEN BACK ATTACHED TO FRONT POST W/ SIDE WALL HEADER #10 x 1-1/2" S.M.S. MAX. 6" ATTACHED TO 1"x 2"OPEN FROM EACH END OF POST BACK W/MIN. (2)#10 x 1-1/2" AND 24"O.C. S.M.S. SIDE WALL GIRT ATTACHED FRONT WALL GIRT TO 1"x 2"OPEN BACK W/ @ MIN. (3)#10 x 1-1/2"S.M.S. IN SCREW BOSSES 1'x 2"OPEN BACK ATTACHED FRONT AND SIDE BOTTOM TO FRONT POST W/ RAILS ATTACHED TO #10 x 1-1/2"S.M.S. MAX. 6" CONCRETE W/ 1/4"x 2-1/4" FROM EACH END OF POST CONCRETE/MASONRY AND 24'O.C. ANCHORS @ 6" FROM EACH POST AND 24"0. C. MAX.AND WALLS MIN. 1" FROM EDGE OF • CONCRETE • TYPICAL CORNER DETAIL Lawrence E. Bennett, P.E. CIVIL ENGINEER•DEVELOPMENT CONSULTANT O J 73 y.£ 6444 P.O.BOX 4368,SOUTH DAYTONA.FL 32121 TELEPHONE(904)767.4774 .)8 2�2236 FAX(904)767-6556 SEAL PAGE ® COPYRIGHT 2000 3-10 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SCREEN, VINYL & GLASS ROOMS SECTION 3 2"x2"OR2"x3"POST ANCHOR RECEIVING CHANNEL TO #8 x 9/16"TEK SCREWS BOTH CONCRETE W/FASTENER(PER SIDES TABLE)WITHIN 6" OF EACH SIDE 1"x 2-118"x 1" U-CHANNEL OR OF EACH POST @ 24"O.C. MAX. RECEIVING CHANNEL MIN. 3-1/2"SLAB 2500 PSI a CONC. 6 x 6- 10 x 10 W.W.M. OR FIBER MESH CONCRETE ANCHOR (PER TABLE) VAPOR BARRIER UNDER 1-1/8" MIN. IN CONCRETE CONCRETE ALTERNATE POST TO BASE CONNECTION DETAIL 1 2"x 2"OR 2"x 3" POST ANCHOR RECEIVING CHANNEL TO #8 x 9/16"TEK SCREWS BOTH CONCRETE W/FASTENER (PER SIDES TABLE)WITHIN 6" OF EACH SIDE 1"x 2-1/8"x 1"U-CHANNEL OR OF EACH POST @ 24" O.C. MAX. RECEIVING CHANNEL MIN. 3-1/2" SLAB 2500 PSI a CONC. 6 x 6- 10 x 10 W.W.M. OR FIBER MESH CONCRETE ANCHOR VAPOR BARRIER UNDER (PER TABLE) 1-1/8" MiN. IN CONCRETE CONCRETE ALTERNATE POST TO BASE CONNECTION DETAIL 2 Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA.FL 32121 p.n. Rc;,�'--VL TELEPHONE(904)767.4774 3223V FAX(904)767.6556 r. .•`c7SEAL PAGE © COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E SENNETT,P.E 3-9 SCREEN, VINYL & GLASS ROOMS SECTION 3 COMPOSITE ROOF PANELS: RISER PANELS: (3)#8 x 1/2" (4) 1/4"x 4" LAG BOLTS W/ S.M.S. PER 12" PANEL 1-1/4" FENDER WASHERS PER 4'-0"PANEL ACROSS THE FRONT AND 24"O.C.ALONG SIDES HEADER ATTACHED TO POST 2"x 2"OR 2"x 3" HOLLOW W/MIN. (3)#10 x 1-1/2"S.M.S. IN SCREW BOSSES GIRT AND KICK PLATE 2"x2" 2"x2", 2"x3"OR3"x2" HOLLOW RAIL HOLLOW(SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3)#10 x 1-1/2" S.M.S. IN SCREW BOSSES POST ATTACHED TO BOTTOM W/MIN. (3)#10 x 1-1/2"S.M.S. IN SCREW BOSSES 1"x 2"OPEN BACK BOTTOM RAIL 1/4"x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24"O.C. (MAX.) TYPICAL UPRIGHT DETAIL CF:'C. 7; 3 Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4366,SOUTH DAYTONA.FL 32121 B7}\ 6.44 4 TELEPHONE(901)767-4774 FAX(904)767-6556 ?32236 SEAL PAGE © COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 3-11 SECTION 3 SCREEN, VINYL & GLASS ROOMS RIDGE CAP #8 x 1/2"(3)PER PANEL #8x1/2'@24"O.C. 3"R00` ,. 1 P PNE 1 W x 9 '7 x X iv 7' BEAM SUPPORT STUDS ;` N 11x (TYPICAL) -+J- RECEIVING CHANNEL(6)#8 x 1/2"S. M. S. TO STUD AND(8)#8 x 1/2' S. M. S.TO BEAM 3'Roof, P NtAEL x � W 2 O O 60"MAX O O 2"x 6" S. M. B. HEADER x ° ALTERNATIVE BEAM SUPPORT N O O GLASS ROOM FRAMING DETAILS Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSPLTANT P.O.BOX 4368.SOUTH DAYTONA.FL 32121 P.O. '4k (3-444 TELEPHONE(904)767.1774 :_, FAX(904)767-6556 -' - "226SEAL 99,4-7o'^,,-I;t 41 PAGE Q COPYRIGHT 2000 3-12 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SCREEN, VINYL & GLASS ROOMS SECTION 3 6"MAXIMUM [SOLID) ROOF PANELS (COMPOSITE OR PAN TYPE) EDGE BEAM (2 x 3 HOLLOW FASTEN PANELS TO EDGE N ., SHOWN)SIZE PER TABLE 3.1 BEAM PER DETAILS IN ,j w w _ SECTION 7 AND/OR 3 ¢ Q = a W SCREEN OR SOLID WALL N w (MAY FACE IN OR OUT) w = ILLIz 00 � c� UJ POST SELECT PER TABLE 3.2 60 USE 2 x 3 MINIMUM HOST STRUCTURE ROOFING FASCIA AND SUB-FASCIA (2) 1/4"x 2" LAG SCREWS @ 24" O. C. (MAX.)EACH STRAP 2" STRAP -LOCATE @ EACH POST 1/4" BOLT @ 24" O.C. MAX. WITHIN 6" OF EACH POST FASTEN 2 x 2 POST SCREWS W/(2) EACH#10 S.M.S. INTO SCREW SPLINES I I USE ANGLE EACH SIDE FOR 2 x 2 TO POST CONNECTION 5"SUPER GUTTER 36" MAX. WITH HOLLOW POST DISTANCE FROM 2"x 2"x 0.062"ANGLE EACH FASCIA TO HOST IF KNEE BRACE LENGTHL STRUCTURE — SIDE ( EACH S.M.S. EACH EXCEEDS TABLE 1.7 USE WITHOUT SITE LEGG INTO POO ST AND INTO CANTILEVERED BEAM SPECIFIC GUTTER(MIN.) CONNECTION DETAILS ENGINEERING SUPER GUTTER / RISER (OR TRANSOM) WALL a FASCIA (WITH SOLID ROOF) .771 Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4366,SOUTH DAYTONA,FL 32121 F,.C). BOX 5►44 TELEPHONE(901)7674774 Jackscr;vi„ - , 2,2236 FAX(904)7676556 SEAL V PAGE Q COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 3-13 SECTION 3 SCREEN, VINYL & GLASS ROOMS I O w J < 1-1/2"x 1-1/2" x 0.080"ANGLE w PRIMARY BEAM EACH SIDE OF CONNECTING @ IL (SEE TABLE 3.1.1) BEAM WITH SCREWS AS SHOWN Qo a O o CARRIER BEAM (SEE TABLE 3.1.2) MINIMUM#8 S.M.S. x 3/4" LONG NUMBER REQUIRED EQUAL TO BEAM DEPTH IN INCHES NOTE: EXTRUSIONS WITH INTERNAL SCREW BOSSES MAYBE CONNECTED WITH (2)#10 x 1-1/2" INTERNALLY CARRIER BEAM TO BEAM CONNECTION NOTE: ANGLE OR RECEIVING CHANNEL EXTRUSIONS WITH INTERNAL SCREW BOSSES MAY BE CONNECTED WITH (2) #10 x 1-1/2" INTERNALLY ui J H O PRIMARY BEAM d O (SEE TABLE 3.1.1) = 0 I MINIMUM#8 S.M.S. x 3/4" LONG a NUMBER REQUIRED EQUAL TO o BEAM DEPTH IN INCHES BEAM TO WALL CONNECTION: (2)2"x 2"x 0.060"EXTERNALLY MOUNTED ANGLES 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-CHANNEL ATTACHED TO WOOD WALL WITH MINIMUM (3)3/8"x 2"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 OF BEAM LARGER THAN 3" CARRIER BEAM TO WALL CONNEgj,ION_ Lawrence E. Bennett, P.E. CIVIL ENGINEER•DEVELOPMENT CONSULTANT P.O.BOX 4366,SOUTH DAYTONA.Far 32121 TELEPHONE(904)767-4774 t'�-1. [0,03'l4,4 FAX(904)767-6556 :12236 SEAL i1a PAGE © COPYRIGHT 2000 3-14 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.SENNETT,P.E. SECTION 3 SCREEN, VINYL & GLASS ROOMS ALUMINUM FRAME SCREEN 5/16"0 GALVANIZED'ALL WALL THREAD'OR THREAD ALL' ROWLOCK EMBEDDED IN CONCRETE OR FASTENED TO CONCRETE W/ BRICK KNEEWALL TYPE'S' APPROVED CONCRETE MORTAR REQUIRED FOR ANCHOR @ 24"O.C.MAX.AND LOAD BEARING BRICK WALL WITHIN 6"OF EACH UPRIGHT ALTERNATE CONNECTION OF OR APPROVED ALTERNATE SCREENED ENCLOSURE FOR BRICK OR OTHER NON- ALTERNATE 1/4"x 6" cin STRUCTURAL KNEE WALL CONCRETE SCREW THROUGH 1"WIDE x 0.063"STRAP @ 1'x 2'AND ROWLOCK INTO ¢ EACH POST FROM POST TO FIRST COURSE OF BRICKSN'' Z FOOTING W/(2)#10 x 3/4" S. M. S. STRAP TO POST AND -- (1) 1/4"x 1-3/4"TAPCON TO s Z SLAB OR FOOTING 4"(NOMINAL)PATIO CONCRETE SLAB W/ (1)#5 0 BARS W/3"COVER (MIN.) 6 x 6- 10 x 10 WELDED WIRE (TYPICAL) MESH OR FIBER MESH CONCRETE /✓ RI EWALL AND FOUNDATION FOR SCREEN WALLS 2'-0" MIN. (1)#50 BAR CONT. BEFORE SLOPE N - (1)#50 BAR CONT. • •�.�- • cn • N ' Ii-IIt-i- -�1r IT ITiclir-Ii li, 8" TYPE I TYPE II TYPE III FLAT SLOPE/NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 0-2"/ 12" 2"/12"- V-10" > V-10" NOT . 1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL ENCLOSURE EXCEEDS 16'-0" FROM HOST STRUCTURE THEN A TYPE II FOOTING IS REQUIRED. ROOMS GREATER THAN 400 SQ. FT. REQUIRE TYPE III FOOTING. 2. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6 x 6-10 x 10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. 3. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS. SLAB-FOOTING DETAILS Inc, Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSgLTANT P.O.BOX 4366,SOUTH DAYTONA,FL 32121 i '"10 TELEPHONE(904)767 4774 7' L C 644"4 FAX(904)767,6556 �,;.�(";.i ;C;, y :122315 SEAL PAGE © COPYRIGHT 2000 3-16 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.SENNETT,P.E. SECTION 3 SCREEN, VINYL & GLASS ROOMS Table 3.1.2 Allowable Beam Spans-Hollow Extrusions for Screen and/or Vinyl Rooms with Solid Roofs Aluminum All T_G Wind Zone 102 MPIJ 110 MPH I 1 120 MPH 130 MPH 11 140 MPH 1 1150 MPH Applied Load 171 Sq.ftj20 ISq.Ft 40/Sq.Ft 28111/Sq.Ft 2M 1 Sq.Ft t Load Width 3"x 2"x 5" 5' 6'-6" 5'-6' 5'-1' 4'-5- 6. 5'-11' 1 5'-6" 5'-0' 4'-8' 4'4' 4'-0' T 5'-6' 1 5-1" 4'-8' 4'4' 3'-11" 3'•9' 8' 5'-1' 1 4'-9" 4'4" 4'-0 3'-9" 3'-6' 9' 4'•10' 4'-6' 4'-1" 3'-10" 3'-6' 3'-3" 10' 4'-7' 4'-3' 7-11" T-7 1 3'4' 3'-1" 11' 4' 3'-9' 1 3'-5' 1 3'-2" 2'-11" 12' -2' '-1 3'-7' 1 3'-3' 1 3'-1' 2'-10' Load Widflh x 3"x 0.045"_,-,' 5'7 S'-3' 4'-7" 6' -8 5'-3' 4'-10" 4'•6 4'-2' 7' S'-8" 4'-10' 4'-6" 8' 5'-4" 4'-11' 4'-6" 4'-2' T-10' 9' 5'-0" 4'-8' 4'•3' 3'-11" 3'-8" 3'-5" 10' 4'-9' 4'-5" 4'-1" 3'•9" 3'-6" 11' 4'-6' 4'-2" 3'-10' 3'-7" 3'-4" 3'-1" 12' 4'-4' 4'-0' 1 3'-8" 1 3'-5" 1 3'-2" Load Width 2"x 4"x 0.050" 5' 101-1' 1 9'-5" 8'-7' '-11' T-4' 61•11" 6' 9'-3' 1 8'-7" 7'-10" 7'-3" 6'-9' 67- 7' 8'-7' 7'•11" 7'-3' 6'-9" 6'-3" 5'-10" 8' 7'-11" 7'-5" 6'-10" 6'-3" 5'-10" 5'-5- 9. 7'-6" 7'-0" 6'-5' 5'-11' 5'-6" 5'-2- 1101 7'-2' 6'-8' 6'-1" 5'-7' 1 5'-3' 4'-10- 10_- '-10'10' 6'-4' -10' 5'-4' 4'-11' 1 4'-8- 12' 6'-6" 6'-1' 5'-7' 1 5'-2' 4'-9' Note: Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H. wind load requirements to the above upright sizes Increases the strength so that additional framing is not required. Tables assume extrusion oriented with longer extrusion dimension parallel to applied load. "7 C. Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O,BOX 4366,SOUTH DAYTONA,Fl. 2121 TELEPHONE(904)767-4774 ti OX C:'444 FAX(904)7674558236 SEAL PAGE p © COPYRIGHT 2000 3-18 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SCREEN, VINYL & GLASS ROOMS SECTION 3 Table 3.1.3 Allowable Spans For CARRIER Beams in a Solid Roof, ENCLOSED Structures 102 MPH Wind Zone,Applied Load a 30 Iba/sgft Aluminum Alloy 6063 T-6, Fb■15,000 psi TributaryLoad Width Single Self-Mating Beams 6'-0" 1 8'-0" 10%0" 12'-0" 14%0"1 16'-0" 18%0" 20'-0" 22'-0" 24'-0"1 Allowable S an L" 2"x 4"x 0.038"x 0.100" 7'-10'1 6'-9" 6'-1' 5'-6' 5'-2' 4'-10' 4'•6' 4'-3' 4'-1" T-11' T-9' T-7' 2"x 5"x 0.050"x 0.100" 9'-8" 8'-5" 7'-6' 6'•10' 6'-4' 5'-11' 5'-7' 5'-4' 5'-1' 4'-10" 4'-8' 4'-6' 2"x 6"x 0.050"x 0.100" 11'-5" 9'-10' 8'-10' 8'-1" 7'-6' 6'-11' 6'-7' 6'-3' S'-11" 5'-8' S'-6' 5'-3' 2"x 7"x 0.055"x 0.120" 127-10" 11'-1' 9'•11' 9' 1' 8'-5' '-10" 7'-5' T-0' 6'-8' 6'-5' 6'-2' 5'-11' 2"x 8"x 0.072"x 0.224" 16'-7' 14'-5' 12'-11" 11'-9' 10'-11 10'-2' 9'-7" 9'-1' 2"x 9"x 0.072"x 0.224" 18'-5' 15'-11 14'-3' 13'-0' 12'-1' 11'-3` 10'-8' 10'-1' 9'-7' 9'-3' 8'-1 ' 0 2"x 9"x 0.082"x 0.306" 19'-11- 17'-3" 15'-5' 14'-1'1 13'-0't 12'-2'1 11'-0" 10'-11' TrlbutaryyLoad Width Double Self-Mating Beams 12'-0"1 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28'-0" 30'-0" 32'-0" 34'-0" Allowable S an"L" 2"x 8"x 0.072"x 0.224" 16'-7'1 15'-5'1 14'-5'113'-7-117-11112'-3-1 11'-9'111'-4'110--11110'-6- 10'-2'1 9'-11' 2"x 9"x 0.072"x 0.224" 18'.5-117--l-1151-1 1" 15'-1' 14'-3-113'-7-113'.0-112'-6- 12'-1'111'-6' 11'-3'110'•11' 2"x 9"x 0.082"x 0.306" 119'-11118'-5"1 1 '-3' 16'-3' 15--5-114--8-1 14--1" 13'-6-1 13'-0' 12-7' 17-2- 11'-10- Double Self-Mating Beams with TributaryLoad Width 2 x 4 SMB added to Top/Bottom 20'-0"122'-0'124'-0"126'-0"128'-0"130'-0" 32'-0"134'-0..136'-0" 38%0"1 (perpendicular to webs)___ Allowable S an"L' 2"x 8"x 0.072"x 0.224" 13'-1 1"l 13'4'1 12'-9'112'•3' 11'•10' 11'-5' 11'-1' 10'-9" 10'-5'1 10'-2' 9'-11" 9'-8' 2"x 9"x 0.082"x 0.306" 15'4"1 14'-8'1 14'-0'1 13'-6" 12'-11 1 '-7' 12'- ' 11'-9' 11'-5' 11'-2' 10'-10' 10'-7- 2"x 9"x 0.082"x 0.306" 16'-4' 15'-6'j14'-1 I' 14'-4'1 13'-9'1 13'4' 12'-11' 12'-6' 12'-2"11 V-10" 11'-6'1 11'-3' Wind Zone Conversion:Table is constructed for 102 mph wind zone,open structure(29 Ibs/sgft),to convert tabular value to higher(more severe)wind zones,multiply by the factors in the following Conversion Table: Wind Applied Conversion Zone Load Factor 102 29 1.00 110 35 0.91 120 41 0.84 125 45 0.80 140 56 0.72 So:_T7srn Ho?^a Products, inc. v mm Ci3C 047'713 Lawrence E. Bennett, P.E. CML ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 436x,SOUTH DAYTONA.FL 32121 F.O. Box 6444 TELEPHONE(904)767-4774 Jac:s;r vj e, F . 32236 FAX(904)757-0556 SEAL PAGE ® COPYRIGHT 2000 �j NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.SENNETT,P.E. 3-19 SECTION 3 SCREEN, VINYL & GLASS ROOMS Table 3.2.1 Allowable Upright Heights Screen,Vinyl and Glass Rooms Aluminum Alloy 6063 T-6 2"x 2"x 0.036"Hollow Extrusion Wind Zone Load 102 M.P.H.I 110 M.P.H. 120 M.P.H.I 130 M.P.H.1 140 M.P.H.1 150 M.P.H. Width Applied Load 8 9/Sq.Ft. 9 9/Sq.Ft. 10 9/S .Ft. 12 9/S .Ft. 15 /Sq.Ft. 16.9/Sq.Ft. 36 9'-10" 9'-2" 8'-5' 7'-8' 7'-0" 61-8" 42" V.I. 8'-5" 7'-9' 7'-1- 6'•8' 6'-2' 48" 8'-6" 7'-11" 7'-3" 6'-8' 6'•1' 5'-10' 54" 8'-0" 7'-5' 6'-10' 6'-3' 5'-9' 5'6' 60" 7'-7" '-1' 6'-6' 5'-11 5'-5' 5'-2' 66" 7'-3' 6'-9' 6'-2' 5'-8' 5'-2' 4'-11' 72" 6'-11' 6'-5" 5'-11' 5'-5' 4'-11' 4'-9' 78" 61-8` 6'-2' S'-8' 5'-3' 4'-9' 4'-7' 84" 6'-5' 5'-11' 5'-6" 5'-0' 4'-7' 4--5- go- 6'-3' 5'.9- 5'-4' 4'-10' 4'-5' 2"x 2"x 0.044"Hollow Extrusion Wind Zone Load 102 M.P.H.I 110 M.P.H.1 120 M.P.H.1 130 M.P.H.1 140 M.P.H. 150 M.P.H. Width Applied Load 8 9/Sq.Ft. 9 9/S t. 10 9 ISq.Ft. 12 9/Sq.Ft. 15 9/Sq.Ft. 16 36" 10'-10' 10'-1' 9'-3' 8'-6' 7'•9' 7'-5' 42" 10'-0' 9'-4" 8'-7" 7'-10' 7'-2' 6'-10" 48" 9'-5" 8'4' 8'-0' 7'-4' 6'-9' 6'.5- Se 8'-10' 8'-3' 7'-7' 6'-11' 6'-4" 6'-0' 60" '-5" 7'-10' '-2' 6'-7- 6'-0' 5'-9' 66" 8'-0" 7'-5' 6'-10" 6'•3' 5'-9' 6-5- 72" '-8' 7'-1' 6'-7' F-11' 5'-6' 5'-3' 78" 7'-4' 6'-10' 6'-4' 5'-9` 5'-3' 5'-0' 84" 7'-1' 6'-7" 6'-1' 5'-7' 5'•1- 4'-10' 90" 6'-10` 6'-4" 5'-10` 5'-4' 4'-11' 4'-8" 2"x 2"x 0.055"Hollow Extrusion Wind Zone Load 102 M.P.H.1 110 M.P.H.1 120 M.P.H.1 130 M.P.H. 1 140 M.P.H.1 150 M.P.H. Width Applied Load 8 9/S .Ft. 9 9/S .Ft. 10 9/S .Ft. 12 9/S . Ft. 15 9/S .Ft. 16 915 .Ft. 36" 11'-10' 10'-11" 10'-1' 9'-3' 8'-5" 8'-0' 42" 10'-11' 10'-2' 9'-4" 8'•7' Ir.-4" 0' 7'-5' 48" 10'-3' 9'-6' 8'-9" 8'-0' 6'-11"54" 9'-8 8'-11` 8'-3' 7'•7' 1' 6'-7'60" 9'-2' 8'-6' T-10' '-2' T 6'-3'66" 8'-9' 8'-1` T-5' 6'-10' 3" 5'-11"72" 8'-4" 7'-9' 2' 6'6' 1' S'-8" 78" 8'-0" T-5' 6'-10' 6'-3" 5'-9" 5'-5" 84" 7'-9" 7'-2' 6' r 6-1' 5'-6" 5'-3' 90" 7'-6" 6'-11" 6'-5' 5'-10- 5'4" 5' 1" Notes: Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H.wind load requirements to the above upright sizes increases the strength so that additional framing is not required. Screen Splines on 3'side. extrusion turned with 3'side parallel to sole plate. Example. Screen panel width'1M=60'; Maximum"H'for a 2'x 2'x 0.036"Hollow Extrusion= 7'•7" Using screen panel width W(See typical glass room drawing.),select upright height"H* required from the maximum height allowed for each extrusion. Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 62111 TELEPHONE(904)7674774 r�;�, } t7:< 6444 FAX(904)767-6556 . )9 SEAL :n_238 .f`. PAGE © COPYRIGHT 2000 3-20 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.SENNETT,P.E. SCREEN, VINYL & GLASS ROOMS SECTION 3 Table 3.2.2 Allowable Upright Heights Screen,Vinyl and Glass Rooms Aluminum Alloy 6053 T-6 3"x 2"x 0.045"Hoffow xtrusion Wind Zone Load 102 M.P.H.1 110 M.P.H.1 120 M.P.H. 130 M.P.H. I 140 M.P.H. 150 M.P.H. Width Applied Load 8 0/Sq.Ft. 19# t. 10 0/Sq.Ft. 12#/Sq.Ft. 15 0 hija 16#/Sq.Ft. 36" 12'-6" 1 11'-8' 1078" 9'-10' 8'-11' 8'-6" 42" 11'-7" 10'-9' 9'-11' 71' 8'-4' 7'-11' 48" 10'-10' 10'-1" 9'-3' 8'-6' 7'-9" 7'-5- 54' 10'-3' 9'-6" 8'-9' 8'-0- 7'-4" 6'-11" 60" 91-8" 9'-0' 8'.3- -7' 671' 6'-7" 66" 9'-3" 8'-7" 7'-11' 7'-3' 6-8" 6'.4- 72" 8'-10" 8'-3" 7'-7" 6'-11" 6'-1" 6'-0" 78" 8'-6" '-11" 7'-3" 6'-8' 6'-1' '-9" 84" 1 8'-2" 1 7'-7" 7'-0' 6'-5" 5'-10' 90" 1 T-11- -9' 5'-8" x 3 x N045"Hollow E Win one Load 102 M.P.H. 110 M.P.H. P.H. 140 M.P.H. 1 150 M.P.H. Width I Appli d Load 8#/Sq.Ft. 9#/S .Ft. 10#/S .Ft. 12#11S .Ft. 5#1 .Ft. 16#/S .Ft. 36" 14'-3' 13'-3" 12'-2" 11'• ' 10'-3' 9'-9" 42" 13'-3" 1 -3" 11'-4' 976" 970- 48" 174" 11'-6" 10'-7" 9'-8' 8'-10" 8'-5" 11'-8" 1 9'-11" 9'-2" 8'-4" 7'-11' 6 11'-1' 9'-5" 8'-8" 7'-11' 7'-6" 66" 10'-7" 9'-0" 8'-3' 7'-7" 7'-2" 72" 10'-1" 9'-5' 8'-8' T-11" 7'-3' 6'.10- 78- 9'-8" 9'-0" 8'-4' T-7' 6'-11" 6'-7' 84" 9'-4" 8'-8" 7'-11' 7'-4" 6'-8' 6'.4- 901, 9'-0" 8'-5" 1 7'-9" T-1" 6'-6' 6-2- 2"x 4"x 0.050"Hollow Extrusion Wind Zone Load 102 M.P.H.1 110 M.P.H.1 120 M.P.H.1 130 M.P.H.1 140 M.P.H.1 150 M.P.N. Width Applied Load 8#/Sq.Ft. 1 9#/Sq.Ft. 10#/Sq.Ft.El .Ft. 15 t. 16#/Sq.Ft. 36" 19'-7" 18'-2" 16'-9" 4" 14'-0" 13'-4" 42" 18'-1" 16'-10" 151-6" 2' 12'-11 12'-4" 48" 16'-11' 15'-9" 14'-6• 3' 12.2" 11'-6" 54" 15'-11" 14'-10" 13'-8" 6' 11'-5" 10'-10" 60" 15'-2" 14'-1' 12'-11' 10" 10'-10" 10'-4' 66" 14'-5" 13'-5" 12'-4' 11-4" 10'-4" 9'-10" 72" 13'-10` 12'-10" 11'-10" 10'-10' -11" 9'-5- 78- 13'-3' 12'-4' 11'-4' 10'-5" 9.4, 9'-1" 84" 12'-10" 11'-11" 10'-11' 10'-0" 9'- 8'-9" 90" 12'4" 11'-6' 10'-7" 9'-8" 8'-10" 8'.5- Notes: Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H.wind load requirements to the above upright sizes increases the strength so that additional framing is not required. Using screen panel width'W(See typical glass room drawing.),select upright required from the maximum height allowed for each extrusion. Screen Splines on 3'side. extrusion tumed with 3'side parallel to sole plate. Inc. C?, i4 7 ''13 Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O. ox 3411.4 P.7.BOX 4368,SOUTH DAYTONA,FL 32121 3 ')t TELEPHONE(904)767.4774 904-783-2241 FAX(904)767-6556 SEAL PAGE ® COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E 3-21 SECTION 7 SOLID ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS ALTERNATE CONNECTION: EXISTING TRUSS OR RAFTER (3)#8 SCREWS PER PAN SEALANT WITH 1"MINIMUM #8 x 1/2"S.M.S. (3) PER PAN EMBEDMENT INTO FASCIA (BOTTOM)AND (1)@ RISER THROUGH PAN BOXED END (TOP) HEADER(SEE NOTE BELOW) ROOF PANEL z = QW O #10 x 1-1/2"S.M.S. (1)PER _ #8 x 1/2"S.M.S. (3) PER PAN RAFTER OR TRUSS TAIL (BOTTOM)AND (1)@RISER #10 x 3/4"S.M.S. @ 12"O.C. (TOP) EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL SEALANT FOR MASONRY USE #8 x 1/2"S.M.S. (3) PER PAN 1/4"x 1-1/4"TAP-CON ANCHOR (BOTTOM)AND (1) @ RISER OR EQUAL @ 24"O.C. FOR (TOP) WOOD USE#10 x 1-1/2"S.M.S. SEE NOTE BELOW OR WOOD SCREWS @ 2" O.C. HEADER/ ( ) ROOF PANEL uj aL" 0 EXISTING HOST STRUCTURE: WOOD FRAME, MASONRY OR #8 x 1/2"S.M.S. (3) PER PAN OTHER CONSTRUCTION (BOTTOM)AND (1)@ RISER ROOF PANEL TO WALL DETAIL (TOP) NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3)EACH#8 x 1/2" LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2"WASHERS. ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1)EACH#8 x 1/2"SCREW EACH. THE PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3)EACH#8 x 1"OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIZER SCREW. #8 x 9/46"tEK-SCREWS ARE,-'--,, t ALLOWED AS A SUBSTITUTE FOR#8 x 1/2"S,M.S. -,.,,, -- Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 3121 P-( . Dcx 6441. TELEPHONE(901)767-4771 RIc. .QCf "(!8, c ° _"�Ej FAX(904)7674556 SEAL 9L'4 7 bo-:1;2.4[ PAGE ® COPYRIGHT 2000 7-2 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 3"PAN ROOF PANEL (MIN. 1/4"/FT. SLOPE) PLACE SUPER GUTTER (3)#8 x 3/4" S.M.S. PER PAN W/ BEHIND DRIP EDGE 1/4"x 1-1/2"NEOPRENE BACKED S.S. WASHER CAULK EXPOSED SCREW HEADS - _ SEALANT 1/4"x 8"LAG SCREW(1)PER TRUSS/RAFTER TAIL AND 1/4" x 5" LAG SCREW MID WAY EXISTING TRUSS OR RAFTER BETWEEN RAFTER TAILS #10 x 2" S.M.S. @ 12"O.C. 1/2" 0 SCH. 40 PVC FERRULE EXISTING FASCIA SEALANT SUPER GUTTER SUPER GUTTER - EXISTING ROOF TO PAN ROOF PANEL DETAIL 1 SEALANT PLACE SUPER GUTTER BEHIND DRIP EDGE SEALANT 3" PAN ROOF PANEL (MIN. 1/4"/FT. SLOPE) (1)#8 x 3/4"PER PAN RIB CAULK EXPOSED SCREW HEADS EXISTING TRUSS OR RAFTER 3"HEADER EXTRUSION #10 x 2" S.M.S. @ 12"O.C. FASTEN TO PANEL W/(3)#8 x 9/16"S.M.S. EACH PANEL EXISTING FASCIA 1/4"x 8"LAG SCREW(1) PER SUPER GUTTER TRUSS/RAFTER TAIL AND 1/4" x 5" LAG SCREW MID WAY 1/2"0 SCH. 40 PVC FERRULE BETWEEN RAFTER TAILS SUPER GUTTER - EXISTING ROOF TO PAN ROOF PANEL DETAIL 2 O � {?C. Lawrence E. Bennett, P.E. 4.1, ; CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 52121 COO 04-7713 113 TELEPHONE(904)7674774 FAX(904)767-6556 SEAL pr� PAGE Jac!' I^' © COPYRPHT 2000 O uc_.236 7-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION Or CA "NETT,P.E SECTION 7 SOLID ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS SEALANT PAN HEADER(BREAK- RIDGE CAP FORMED OR EXT-) HEADERS AND PANELS ON BOTH SIDES OF BEAM FOR AB ED APPLICATION #8 x 9116"TEK SCREWS @ PAN RIBS EACH SIDE CAULK ALL EXPOSED SCREW HEADS PAN OR COMPOSITE ROOF PANEL #8 x 112" S.M.S. (3) PER PAN #8 x L S.M S (3)PER PAN AND (1)AT PAN RISER ALONG PAN BOTTOM ALTERNATE CONNECTION',R AN x 1-114" SCREWS(3) INTO OF PAN AND HE ER ROOF PANEL TO BEAM DETAIL FOR PAN ROOFS: WHEN FASTENING PANELS — (3)EACH#8 x 112"LONG S.M.S. OR PANS TO WOOD PLATES PER 12" PANEL SCREWS SHALL HAVE A MINIMUM EMBEDMENT OF 1" ROOF PANEL (PER TABLES SECTION 7) FOR COMPOSITE ROOFS: SUPPORTING BEAM #10 x(t+ 112")S.M.S.WI (PER TABLES) 1-114"0 FENDER WASHERS @ 12" O,C. (LENGTH PANEL THICKNESS + 1") ROOF BEARING ELEMENT (SHOWN)AND 24" O.C• @ NON-BEARING ELEMENT (SIDS WALLROOF PANEL TO BEAM FASTENING DETAIL Lawrence E Bennett, CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 1368,SOUTH OA TON 4 L 32121 TELEPHONE i��6556 SEAL 6444 � FAX tom! X2236 PAGE x41 7-9 X 66-'- © NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, COPYFtIGHT 2000 P.t SOLID ROOF PANEL PRODUCTS SECTION 7 COVERED AREA TAB AREA Jill SUBSEQUENT ROWS /OR A 1%WIDE ADHESIVE E EAD F STRIP UNDER SHINGLE STARTER ROW COMPOSITE PANEL W/ EXTRUDED OR BREAK FORMED CAP SEALED IN PLACE W/ADHESIVE OR SCREWS SEALANT BEADS COMPOSITE ROOF PANEL WITH SHINGLE FINISH DETAIL ATTACH SHINGLES TO COMPOSITE ROOF PANELS WITH INDUSTRIAL ADHESIVE'. APPLY ADHESIVE IN A CONTINUOUS BEAD 3/8"TO 1/2" DIAMETER SO THAT THERE IS A 1" WIDE STRIP OF ADHESIVE WHEN THE SHINGLE IS PUT IN PLACE. FOR AREAS UP TO 120 M.P.H. WIND ZONE: 1) STARTER ROWS OF SHINGLES SHALL HAVE ONE STRIP OF ADHESIVE UNDER THE SHINGLE AT MID COVERED AREA AND ONE UNDER THE SHINGLE AT MID TAB AREA. STARTER SHINGLE ROW INSTALLED WITH THE TABS FACING IN THE UPWARD DIRECTION OF THE ROOF SLOPE. 2) SUBSEQUENT ROWS OF SHINGLES INSTALLED WITH THE TABS FACING IN THE DOWNWARD DIRECTION OF THE ROOF SLOPE WITH ONE STRIP OF ADHESIVE UNDER THE SHINGLE AT MID COVERED AREA. FOR AREAS ABOVE 120 M.P.H.WIND ZONE: 1) STARTER ROWS OF SHINGLES SHALL HAVE TWO STRIPS OF ADHESIVE UNDER THE SHINGLE AT MID COVERED AREA AND TWO STRIPS AT MID TAB AREA. SHINGLE ROW INSTALLED WITH THE TABS FACING IN THE UPWARD DIRECTION OF THE ROOF SLOPE. 2) SUBSEQUENT ROWS OF SHINGLES INSTALLED PER PREVIOUS SPECIFICATION WITH TWO STRIPS OF ADHESIVE AT MID COVERED AREA. ADHESIVE: CHEM REX- PL PREMIUM 948 URETHANE ADHESIVE OR OSI -RF140 MINIMUM ROOF ��LOPE: 2" IN 12" iJ li 1.i;?lJl it _,•-• `"'r Lawrence E. Bennett, P.E. r 13 CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4366,SOUTH DAYTONA,FL 32121 TELEPHONE(904)7674774 RO. Fjox 6444 FAX(904)767-6556 '2TIAR SEAL. © COPYRIGHT 2750 O!i�-766-:L41 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 7-11 .a 'n m W M Table 7.1.3 Allowable Spans for Industry Standard Riser Panels for Various Loads f fl D n Aluminum Alloy 3105 H-14 or H-25 --1 3"x 12"x 0.019"Riser Panels 0 Open Buildings Enclosed Buildings z r? r Wind Applied Overhang Condition Wind Applied Overhang Condition One and Three Max One and Three Max o m rn Region Load Two Span Span Four Span Cantilever Region Load Two Span Span Four Span Cantilever m0 2 (D 102 M.P.H. 17 10'-7- 13'-1" 13'-4" 4'-11" 102 M.P.H. 30 8'-10" 10'-10" 11'-1" 4'-2" M = T m n 110 M.P.H. 20 10'-1" 12'-6" 12'-9" 4'-9" 110 M.P.H. 35 8'-4" 10'-4" 10'-7" 3'-11" v u °" • (D 120 M.P.H. 24 9'-6" 11'-9" 12'-0" 4'-6' 120 M.P.H. 41 T-11' 9'-9" 9'-11' 3'-9' 0 0 �o z o m rn 130 M.P.H. 28 9'-0" 11'-2" 11'-5" 4'-3" 130 M.P.H. 48 7'-6" 9'-3" 9'-5" 3'-6" C o g m -4 m 140 M.P 32 8'7" 10'-7" 10' 10" 4'-0' 140 M.P.H. 56 7'-1" 8'-10' 8' 11" 3'-4" oITO g D m (WD �12" 8'-2" 10'-2" 10'-4" 3'-10" 150 M.P.H. 64 6'-10" 8'-5" Z ? 26"Riser4oanels o a (D uildingsr Enclosed Buildings � �^ -U Wind Applied Overhang Condition Wind Applied Overhang Condition O N ~ One and Three Max One and Three Max r— i f71 Region Load Two Span Span Four Span Cantilever Region Load Two Span Span Four Span Cantilever ~ 102 M.P.H. 17 11'-10" 14'-8" 14'-11" 5'-0" 102 M.P.H. 30 9'-10" 12'-2" 12'-5" 4'-8" x 110 M.P.H. 20 11'4" 13'-11" 14'-3" 5-0" 110 M.P.H. 35 9'-5" 11'-7" 11'-10" 4'-5" 0 0 4 13'-2" 13'-5' 5'-0" 120 M.P.H. 41 8'-10" 10'-11" 11'-2' 4'-2" 0 130 M.P.H. 28 10'-1" 12'-6" 12'-9" 4'-9" 130 M.P.H. 48 8'-5" 10'-4" 10'-7" 3'-11" -n In 9'- 11'-11" 12'-1" 4'-6" 140 M.P.H. 56 T-11' 9'-10" 10'-1" 3'-9" � 150 M.P.H. 37 9'-2" 1 VA" 11'-7" 4'-4" 150 M.P.H. 64 7'-7" 9'-5" 9'-7" 3'-7' D A3"x 12"x 0.032"Riser Panels Z Z m In Open Buildings Enclosed Buildings I A Wind Applied Overhang Condition Wind Applied Overhang Condition CAP r, iU One and Three Max One and Three Max 0 i r ` Region Load Two Span Span Four Span Cantilever Region Load Two Span Span Four Span Cantilever 0 102 M.P.H. 17 12'-9" 15'-9" 16'-1" 5'-0" 102 M.P.H. 30 10'-7" 13'-1" 13'-4' 4'-11" C :j 110 M.P.H. 20 12'-2" 15-0" 15'-4" 5'-0" 110 M.P.H. 35 10'-1" 12'-5" 12'-8" 4'-9" (� p ? t' x-- 120 M.P.H. 24 11'-6" 14'-2" 14'-5" 5'-0" 120 M.P.H. 41 91-6" 11'-9" 11'-11" 4'-6" --� M 4 C) 3 130 M.P.H. 28 10'-10' 13'-5" 13'-8' 5'-0" 130 M.P.H. 48 9'-0" 11'-2" 11'-4" 4'-3" (n M 140 M.P.H. 32 10'4" 12'-9" 13'-0" 4'-10" 140 M.P.H. 56 8'-7" 10'-7" 10'-10' 4'-0" m "j 150 M.P.H. 37 9'-10" 12'-2" 12'-5" 4'-8" 1 150 M.P.H. 64 8'-2" 10'-1" 10'4" 3'-10' mW ' Note: Total roof panel width=room width plus wall width plus overhang. N W i in C33 t5 0 z 0 4 Table 7.1.4 Allowable Spans for Industry Standard Riser Panels for Various Loads o p Aluminum Alloy 3105 H-28 to A 3"x 12"x 0.019"Riser Panels M = A N t- Open Buildings Enclosed Buildings 0 C Wind Applied Overhang Condition Wind Applied Overhang Condition m C� _? �� 3 One and Three Max One and Three Max c `.: Region Load Four Span Region Load Four Span i Two Span Span Cantilever Two Span Span Cantilever _ �� C3 % 102 M.P.H. 17 11'-5' 14'-1" 14'x" 5'-0" 102 M.P.H. 30 9'-5" 11'-8" 11'-11' 4'-5' t— C� x 110 M.P.H. 20 10'-10" 13'-5" 13'-8' 5'-0" 110 M.P.H. 35 8'-11" 11'-1" 11'-4" 4'-3" m ry f'� �; 120 M.P.H. 24 10'-3" 12'-8" 12'-11" 4'-10" 120 M.P.H. 41 8'-6" 10'6' 10'-8' 3'-11" z j rwi A G� 130 M.P.H. 28 9'-8" 11'-11" 12'-3" 4'-7" 130 M.P.H. 48 8'-1' 9'-11" 10'-2" 3'-9' O v Iv 140 M.P.H. 32 9'-3' 11'-5' 11'-7' 4'-4" 140 M.P.H. 56 7'-8' 9'-5' 9'-8" 3'-7" 0 150 M.P.H. 37 8'-10" 10'-11" 11'-1' 4'-2' 150 M.P.H. 64 7'-0' 9'-0" 9'-3" T-5' 3"x 12"x 0.026"Riser Panels o Open Buildings Enclosed Buildings Z m Wind Applied Overhang Condition Wind Applied Overhang Condition One and Three Max One and Three Max Region Load Four Span Region Load Four Span Two Span Span Cantilever Two Span Span Cantilever i 102 M.P.H. 17 12'-9' 15'-9' 16'-1' 5'-0' 102 M.P.H. 30 10'-7' 13'-1" 13'-4' 4'-11" 0 v110 M.P.H. 20 12'-2" 14'-11' 15'-3' 5'-0' 110 M.P.H. 35 10'-1" 12'-5" 12'-8' 4'-9' 120 M.P.H. 24 11'-5' 14'-2" 14'-5" 5-0" 120 M.P.H. 41 9'-6" 11'-9" 11'-11' 4'-6" r 130 M.P.H. 28 10'-10" 13'-5' 13'-8" 5'-0' 130 M.P.H. 48 9'-0" 11'-2' 11'-4" 4'-3' 0 0 '' 140 M.P.H. 32 10'4" 12'-9' 13'-0" 4'-10' 140 M.P.H. 56 8'-7' 10'-7" 10'-10" 4'-0" —I Z m Z -+ 150 M.P.H. 37 9'-10' 12'-2" 12'-5" 4'-8" 150 M.P.H. 64 8'-2' 10'-1' 10'-4' 3'-10" U) o (D r m m � S 3"x 12"x 0.032"Riser Panels T mrn A n ova Open Buildings Enclosed Buildings m m o m m Wind Applied Overhang Condition Wind Applied Overhang Condition 2 N ; 03 One and Three Max One and Three Max Region Load Two Span Span Four Span Cantilever Region Load Two Span Span Four Span Cantilever M m L i y D 102 M.P.H. 17 13'-8' 16'-11" 17'-3' S'-0- 102 M.P.H. 30 11'-4" 14'-1" 14'-4" 5'-0" e T CD p 110 M.P.H. 20 13'-0" 16'-1' 16'-5" 5'-0' 110 M.P.H. 35 10'-10" 13'-4" 13'-8' 5'-0" M ZZ120 M.P.H. 24 12'-4' 15'-2" 15'-6' 5'-0" 120 M.P.H. 41 10'-3" 12'-7' 12'-10" 4'-10' -O 130 M.P.H. 28 11'-8' 14'-5' 14'-8' 5'-0" 130 M.P.H. 48 91-8" 11'-11" 12'-2" 4'-7" i (ll 140 M.P.N. 32 11'-1" 13'-9" 13' 11" 5'-0" 140 M.P.H. 56 9'-2" 11'-5" 11'-7" 4'-4' ~ 150 M.P.H. 37 10'-7' 13'-1" 13'4' 4'-11' 150 M.P.H. 64 8'-10" 10'-10" 11'-1' 4'-2' (n Note: Total roof panel width=room width plus wall width plus overhang. n D 0 v m y 0 Z Ln —I z 0 Table 7.1.6 Allowable Spans for Industry Standard Composite Roof Panels for Various Loads o -< Aluminum Alloy 3105 H-14 or H-25 1.0 EPS Core Density Foam m M ? 3"x 48"x 0.019"Panels M �. 0 0 Open Buildings Enclosed Buildings C o Wind Applied Overhang Condition Wind Applied Overhang Condition MY-111"Region Load NONE 1'-0" 2'-0" 3'-0" 4-0" Region Load NONE 1'-0" 2'-0" 3'-0" 4'-0" z -4 " 8'-11" 9'-2" 9'-10" 10'-10" 12'-0" 102 M.P.H. 17 11-1012-012-613Q 110 M.P.H. 20 11'-0" 11'-2" 11'-9" 12'-7" 13'-7" 110 M.P.H. 35 8'-4" 8'-7" 9'-3" 10'-3" 11'-7" r "' 120 M.P.H. 24 10'-1" 1V-4" 10'-10" 11'-9" 12'-11" 120 M.P.H. 41 7'-8' T-11" 8'-7" 9'-9" 11'-1" A N) 130 M.P.H. 28 9'-4" 9'-6" 10'-2' 11'-1" 12'-3" 130 M.P.H. 48 T-1" 7'-4" 8'-1" 9'-3" 10'-8" 0 Z N �: Q 140 M.P.H. 32 8'-8" 8'-11" 9'6" 10'6" 11'-9" 140 M.P.H. 56 6'-6" 6'-10" T-8" 8' 10" 10'x" Q pWj 150 M.P.H. 37 8'-1" 8'�' 9'-0" 10'-1" 11'4" 150 M.P.H. 64 6'-1" 6'-5' 7'4" 8'-7" 10'-1" T1 0 3"x 48"x 0.024"Panels D 4 Open Buildings Enclosed Buildings Z m Wind Applied Overhang Condition Wind Applied Overhang Condition p Region Load NONE 1'-0" E 2'-0" 3%0" 4%0" Region Load NON1'-0" 2'-0" 3'-0" 4'-0" -U M102 M.P.H. 17 13'-3" 13'-5" 13'-10' 14'-7" 15'-6" 102 M.P.H. 30 10'-0" 10'-3" 10'-10" 11'-8" 12'-10" Q M Z m 110 M. P.H. 20 12'x" 12'-6" 12'-11" 13'-8" 14'-8" 110 M.P.H. 35 9'-4" 9'-6" 10'-2" 11'-1" 12'-3" v 120 M.P.H. 24 1VA' 11'-6" 11'-11" 12'-9" 13'-10" 120 M.P.H. 41 8'-6" 8'-9" 9'-5" 10'-5" 11'-8" C: ,`"„ 130 M.P.H. 28 10'-5" 10'-7" 11'-2" 12'-0" 13'-2" 130 M.P.H. 48 T-11" 8'-2' 8'-10" 9'-11" 11'-3" 0 z o m 140 M.P.H. 32 1 9'-8" 9'-11" 10'-6" 11'-5" 1 12'-7" 140 M.P.H. 56 7'-4" T-7- 8.4- 9'-5" 10'-10" cn m z T O _ (D 150 M.P.H. 37 1 9'-0" 9'-3" T-11" 1 10'-10" 12'-1' 150 M.P.H. 64 6'-10" 1 T-1" 7'-11" 9'-1" 10'-6" M m :3 m A 3"x 48"x 0.030"Panels z i o m MOpen Buildings Enclosed Buildings M m C - m i o W Wind Applied Overhang Condition Wind Applied Overhang Condition 2 m 7 Region Load NONE 1'-0" 2'-0" T-0" 4'-0" Region Load NONE 1%0" 2'-0" T-0" 4'-0" m m y z y 7 102 M.P.H. 17 15'-8' 15'-10" 16'-2" 16'-10" 17'-7" 102 M.P.H. 30 11'-10" 12'-0" 12'-6" 13'4" 14'-4" T o C 110 M.P.H. 20 14'-7" 14'-9" 15'-1" 15'-9" 16'-8" 110 M.P.H. 35 11'-0" 11'-2" 11'-9" 12'-7" 13'-7" ri 120 M.P.H. 24 13'-4" 13'-6" 13'-11" 14'-8" 15'-7" 120 M.P.H. 41 10'-1" 10'4" 10'-10" 11'-9" 12'-11" N z130 M.P.H. 28 12'A' 12'-6" 12'-11" 13'-9" 14'-8" 130 M.P.H. 48 9'A" 9'-6" 10'-2" 11'-1" 12'-3" 140 M.P.H. 32 11'-5" 11'4" 1 12'-1" 1 12'-11" 13'-11" 140 M.P.H. 56 8'-8" 8'-11" 9'-6" 10-6' 11'-9" (f) 150 M.P.H. 37 1 10'-8" 1 10'-10" 11'-5" 1 12'-3' 1 13'-4" 1 150 M.P.H. 64 8'-1" 8'-4" 9'-0" 10%1" 11'-4" m T Note: Total roof panel width=room width plus wall width plus overhang. n D 0 v m Q M Z J -4 D D 0 m N D Table 7.2.2 Allowable Spans for Riser Panels for Various Loads tf 11 O Aluminum Building Systems, Inc. C) Manufacturers Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 -'A 3"x 12"x 0.019"Riser Panels 0 O Open Buildings Enclosed Buildings v zo r1 Q r Wind Applied Overhang Condition Wind Applied Overhang Condition 9 One and Three Max One and Three Max ao Region load Two Span Span Four Span Cantilever Region Load Two Span Span Four Span Cantilever M m e m 102 M.P.H. 17 10'-7" 13'-1" 13'-4" 4'-11" 102 M.P.H. 30 8'-10" 10'-10" 11'-1" 4'-2" M �+ a 110 M.P.H. 20 10'-1" 12'-6" 12'-9" 4'-9" 110 M.P.H. 35 8'4" 10'4" 10'-7' 3'-11" 0 0 o p m m 120 M.P.H. 24 9'-6" 11'-9" 12'-0" 4'-6" 120 M.P.H. 41 7'-11" 9'-9" 9'-11" 3'-9" c o $ m m • 130 M.P.H. 28 9'0" 11'-2" 11'-5" 4'-3" 130 M.P.H. 48 7'-6" 9'-3" 9'-5" 3'-6" m m g =o O 140 8'-7" 10'-7" 10'-10" 4'-0" 140 M.P-H. 56 7'-1" 8'-10" 8'-11" 3'4' i b > m (D150 M.P.H. 8'-2" 10'-2" 10'-4" 3'-10" 150 M.P.H. 64 6'-10" 8'-5' 1 8'-7" 3'-2' o °i 1. ? o (D 3"x 12"x 0.026"Riser anels M ' m r- Open Buildings Enclosed Buildings p Overhang Condition Overhang Condition z H , • Wind Applied 9 Wind Applied 9 Q D v z ITl r ~ Region Load OneanThreeFour Span ax Region Load neanThree Four Span ax Span Cantilever Span f 102 M.P.H. 17 14'-8" 14'-11" 5'-0" 102 M.P.H. 30 9'-10" 12'-2" 12'-5" 4'-8" 0 110 M.P.H. 20 11'-4" 13'-11" 14'-3" 5'-0" 110 M.P.H. -7" 11'-10" 4'-5" Q 12 P-H. 24 10' 13'-2" 13'-5" 5'-0" 120 M.P.H. 41 8'-10" 10'-11" 11'-2" 4'-2" _ 130 M.P.H. 28 10'-1' 12'-6" 12'-9" 4'-9" 130 M.P.H. 48 8'-5---T- 10'-4" 10'-7" 3'-11" -n N i o . . . 32 11'-11" 12'-1" 4'-6" 140 M.P.H. 56 7'-11" 9'-10" 10'-1" 3'-9" Zrn 150 M.P.H. z '�^p 3 3" x 12"x 0.032"Riser Panels m M o-= Z Open Buildings Enclosed Buildings t— i m N 3 I� Wind Applied Overhang Condition Wind Applied Overhang Condition z �„,n W One and Three Max One and Three Max (� 0 0 p C T Region Load Two Span Span Four Span Cantilever Region Load Two Span Span Four Span Cantilever Q �+ v4 H "—� 102 MMRH. 17 12'-9" 15'-9" 16'-1" 5'-0" 102 M.P.H. 30 10'-7" 13'-1" 13'-4" 4'-11" Z„- r- C 0 r' 110 M.P.H. 20 12'-2" 15'-0" 15'4" 5'-0" 110 M.P.H. 35 10'-1" 12'-5" 12'-8" 4'-9" rn M i ' N Z C 120 M.P.H. 24 11'-6" 14'-2" 14'-5" 5'-0" 120 M.P.H. 41 9'-6" 11'-9" 11'-11" 4'-6" m r w c C) � 130 M.P.H. 28 10'-10" 13'-5" 13'-8" 5'-0" 130 M.P.H. 48 9'-0" 11'-2' 11'�l" 4'-3" . C) to 140 M.P.H. 32 10'-4" 12'-9" 13'-0" 4'-10" 140 M.P.H. 56 8'-7" 10%7" 10'-10" 4--0- M o„r N 150 M.P.H. 37 9'-10" 12'-2" 12'-5" 4'-8" 150 M.P.N. 64 8'-2" 10%V 10'-4" 3'-10" MC),r m Note: Total roof panel width=room width plus wall width plus overhang. 3 G7 in p'4 V1 n o a C- C) m C. N 0 Z- cjo �+ _ 7 w L� '2 l_ -i Ci7 'L 0 o lt r :-able 7.2.3 Allowable Spans for Riser Panels for Various Loads Aluminum Building Systems,Inc. 0 T p Manufacturers Proprietary Products: Aluminum Alloy 3105 H-28 m X o m C) D 1 114"x 12"x 0.019"Riser Panels r m = r zz C Open Buildings Enclosed Buildings .. O o o v Fi Wind Applied Overhang Condition Wind Applied Overhang o Condition One and Three Max One and Three Max o a = 3 Region Load Two Span Span Four Span Cantilever Region Load Two Span Span Four Span Cantilever o 102 M.P.H. 17 5'-3' 6'-6" 6'-8" 2'-6' 102 M.P.H. 30 4'-4' 6-5" 5'-6' 7-1' t" W 110 M.P.N. 20 5'-0' 6'-2' 6'-4' 2'-4' 110 M.P.H. 35 4'-2'Ij S'-2' S'-3' 1'-11' m 0 H T 120 M.P.H. 24 4'-9' S'-10' 5'-1 t' 2'-3" 120 M.P.H. 41 3'-11' 4'-10' 4'-11' 1'-10' m D n p �a 130 M.P.H. 28 4'-0" 5'-6' 5'-0" 7-1' 1J0 M.P.H. 4a 3'-9' 4'-7" 4'-0" 1'-9' O w m t-i COM 140 M.P.H. 32 4'-3' 5'-3' 64' 7-0' 140 M.P.H. 56 3'-6' 4'-4' 4'-5" T-8' Q z i' m Z C 150 M.P.H. 37 4'-1' 5'-0- 6-2' 1'-11' 150 M.P.H. 64 3'-5" 4'-2" 4'-3' 1'-T w e V� 3"x 12"x 0.019"Riser Panels Q r Open Buildings Enclosed Buildings Q f o -n to Wind Applied Overhang Condition Wind Applied Overhang Condition p on - fin Region Load One and Three Four Span Max Region Load One and Thee Four Span Max D 3 Two Span, Span Cantilever Two Span Span Cantilever A /1 102 M.P.H. 17 11'-5' 14'-1' 14'x' S-0' 102 M-P.N. Zi v 9 $ m o m 110 M.P.H. 20 10'-10' 13'-5' 13'-8' 5'-0' 110 M.P.H. 35 8'-11' 11'-1' 11'-4' 4'-3' M rte+ 120 M.P.H. 24 10'-3' 17-W 12'-11' 4'-10' 120 M.P.H. 1 41 8'-6' 10'-0' 10'-0' 3'-11' p 130 M.P.H. 28 1 7-8* 1 t'-11' 17-3' 4'-T 130 M.P.H. 48 8'-1' 9'-11' 10'-2" 3'-9' 140 M.P.H. 32 9'-3' 11'-5' 11'-7' 4'-P 140 M.P.H. 56 T-W 7-5' 9'-8' T-7' X z iM P H: B'-10' 10'-11' 11'-1' 4'-2' 150 M.P.H. 64 T 4' 9'-0" 7-3' 3'-5' 0 A 3"x 12"x 0.026'Riser P y r n Buildings Enclosed Buildings C pr f� n z m Wind Applied Overhang Condition Wind Applied Overhang Condition � XO 2 (D Region Load One and Three Four Span Max Region Load One and Three Four Span Max S . m =3Two Span Span CantileveTwo S n Span Cantilever „ m A n 102 M.P.H. 17 17-9' 15'-9' 16'-1' 51-W 102 M.P.H. 30 10'-T 13'-1' 13'-4' 1 4'-11' �c y CD 110 M.P.H. 20 12'-2' 14'-11' 15'-3' 5'-0' 110 M.P.H. 35 10'-1" 12'-5" 12'-8' 4'-9' n 9t Z O r't m 120 M.P.H. 24 11'-5' 14'-2' 14'-5' 5'-W 120 M.P.H. 41 9'-6' 11'-9' 11'-11" 4'-6' Fri K m c � . m o � 130 M.P.H. 26 10'-10' 13'-5' 13'8' S'-0' 130 M.P.H. 48 9'-0' 11'-2' 11 4' 4'-3' m K v 140 M.P.H. 32 10'4" 17-9' 13'-0' 4'-10' 140 M.P.H. 56 e'-7' 10'-7• 10'-10' 4'-0' z �' m m J 150 M.P.H. 37 9--10' 12'-2" 17-5' 4'-8' 150 M.P.H. 64 8'-2" 10'-1' 10'-4' 3'-10' m 0zV z n 3"x 12"x 0.032"Riser Panels • n 2 Open Buildings Enclosed Buildings m ti N y T Wind Appiled Overhang Condition Wind Applied Overhang Condition fT7 Region Load One and Thi Four Span Max Region Load One and Three Four Span Max Two Span San Cantilever Two S n San Cantilever 102 M.P.H. 17 13'-8' 16'-11' 17"-3' 5'-0" 102 M.P.H. 30 11'4' 14'-1' 14'-4' 5'-0' m 110 M.P.H. 20 13'-0' 16'-1' 16'-5' 5'-0' 110 M.P.H. 35 10'-10' 13'4' 13'-8" 5'-0' n 'a D 120 M.P.H. 24 17-4' 15'-2' 15'-6* 5'-0' 120 M.P.H. 41 10'-3' 12'-7- 12'-10" 4'-10' O 130 M.P.H. 26 11'8' 14'-5' 14'-8' 5'-0' 130 M.P.H. 48 9'-0' 11'-11' 12'-2' 4'-7' V m to 140 M.P.H. 32 1 11'-1' 13'-9' 13'-11' 5'-0" 140 M.P.H. 56 9'-2' 11'-5' 11'-7- 4'-4' O iV 150 M.P.H. 37 1 10'-7' 13'-1' 1 13'-4" 4--11' 150 M.P.H. 64 8'-10' 10'-10- 11'-1' 4'-2' Z J Note: Total roof panel width=room width plus wall width plus overhang. y SECTION 7 SOLID ROOF PANEL PRODUCTS 0 ALUMINUM BUILDING SYSTEMS PRO-FAB ROOF PANEL Table 7.2.4 Allowable Spans for PRO-FAB 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.10 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 Region Load NONE V.0" 2'-0" 1 T.0" Region Load NONE V.0" 2'-0" 3'-0" 102 M.P.H. 17 16'4` 16'-5' 16'-10 17'- ' 102 M.P.H. 30 12'-9" 12'-11 13'-4' 14'-1' 110 M.P.H. 20 15'-2' 15'-3' _1_5r7=14' 110 M.P.H. 35 7-710 12'-0' 72-7-7731-3- 120 2'-6' 13'3'120 M.P.H. 24 1 '-11 14'-0' 14'-5' 15'-2' 120 M.P.H. 4110'-10 11'-0' 11'-7' 12'•5' 130 M.P.H. 28 12'-10 12'-11 13'-5' 14'-2' 130 M.P.H. 48 10'-0' 10'-3' 10'-9' 11'-8' 140 M.P.H. 32 11'-11 12'-1" 12'-7' 13'-4' 140 M.P.H. 56 9'-3' 9'-6' 10'-1' 11'-1' 150 M.P.H. 37 11--1' 11'-3" 11'-10' 1 150 M.P.H. 64 8'-8' 8'-11' 9'-7" 10'•7' 4"x 48"x 0.024"Roof Panel with R Value of 15.44 Open Buildin gs Enclosed Buildings Wind Applied OverhanS Condition Wind Applied 0 erhang Condition Region Load NONE V.0" 2'-0" 3'-0" Region Load NONE 1'-0" 1 2'-0" 1 3'-0" 102 M.P.H. 17 17'-11' 18'-0" 18'-4' 18'-11 102 M.P.H. 30 13'-9' 13'-11 14'-4' 14'-11- I 10 "110 M.P.H. 20 16'-8" 16'-9" 17'-1" 17'-8" 110 M.P.H. 35 12'-9' 12'-11" 13'-4' 14'-1" 120 M.P.H. 24 15'-3" 15'-4' 15'-9" 1675' 120 M.P.H. 41 11'-8" 11'-10" 12'4' 13'-2" 130 M.P.H. 1 28 14'-1" 14'-3' 14'-8" 15'4' 130 M.P.H. 48 10'-10' 10'-11 11'-6' J2'-4" 140 M.P.H. 32 13'-1` 13'-2' 13'-8' 14'-4' 140 M.P.H. 56 10'-0' 10'-3" 10'-9" 1'-8" 150 M.P.H. 37 12'-2" 12'-4' 12'-10' 13'-7' 150 M.P.H. 64 9'-0' 9'-7" 10'-2' 1'-1' S"x 48"x 0.024"Roof Panel with R Value of 19.30 Open Buildings Wind Applied Overhang Condition Wind Applied 0 erhang Condition Region Load NONE 1%0" 2'-0" 1 3'-0" Region Load NONE V-0" 2'-0" 3'-0" 102 M.P.H. 17 20'-2' 20'-4' 20'-7'121'-1' 102 M.P.H. 30 15'-5" 15'-7' 15'-11' 16'-7' 110 M.P.H. 20 18'-9' 18'-10" 19'-2' 19'-8" 110 M.P.H. 35 14'4- 14'-6" 14'-11' 15'-6' 120 M.P.H. 24 17'-2" 17'-4" 17'-8" 18'-3" 120 M.P.H. 41 13'-2' 137-3' _7319- 14'-5- 130 M.P.H. 28 15'-11' 16-0" 16'-4" 16'-11' 130 M.P.H. 48 12'-2' 12'-3' 12'-9 13'-6" 140 M.P.H. 1 32 14'-9" 7710F 15'-3' 15'-11' 140 M.P.H. 56 11'-3' 11'-5' 11'-11' 12--g- 1. 150 M.P.H. 1 37 13'-9" 13'-11" 14'-4' 16-0-1 1 S M.P.H. 1 64 1 10'-6' 10'-8' 11'-3" 12'-1" 6"x 48"x 0.024"Roof Panel with R Value of 23.16 Open Buildings Enclosed Buildings 'c"= Wind Applied 0 erhang Condition Wind Applied 0 erhang Condition Region I Load NONE V.0" 2'-0" 3'-0" Region Load NONE V-0" 2'-0" 3'-0" 1102 M.P.H. 1 17 22'-3" 22'-4' 22'-7' 23'-1' 102 M.P.H. 30 16'-11' 17'-1' 17'-6' 18'-0' 110 M.P.H. 1 20 20'-8' 20'-9' 21'-1' 21'-6' 110 M.P.H. 35 15'-9" 15'-11" 16'-3' 16-11' 120 M.P.H. 1 24 18'-11' 19'-1" 19'4' 19'-11 120 M.P.H. 41 14'-6' 14'-7' 157-0' 75-7-8- 130 M.P.H. 1 28 17'-6" 17'-7" 17'-11" 18'-6" 130 M.P.H. 48 13'-4" 13'-6" 13'-11' 14'-8" 140 M.P.H. 1 32 16'-3" 16'-4" 16'-9" 17'•4' 140 M.P.H. 56 1 12'-5' 12'-7' 13'-0" 13'-9' R0 4 ...-150 M.P.H. 1 37 15'-2" 15'-3' 15'-8" 16'-4'1 150 M.P.H. 1 64 11'-7' 11'-9' 12'-3' 13'-0' '!' � (3t1'r ' '2 23 C, Notes: 1)For Live load+Dead Load requirements the following conversion applies. For panel span use'Room 9G�►- `j 1 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. 2)Use this table for roof systems with Easy-Lock Sun-Ray sky light panels. Lawrence E. Bennett, P.E. WE1RlS USRTM CIVIL ENGINEER-DEVELOPMENT CONSULTANT ALUMINUM BUILDING SYSTEMS P.O.BOX 4368,SOUTH DAYTONA,FL 3121 1107 NORTH THOMAS RD., LEESBURG, FL 34748 TELEPH(90ONE4)77-6556904) 774 TEL: (352) 787-7766 FAX: (352) 787-4517 FAX(904)767�556 SEAL FLORIDA 1-800-342-9077 NATIONAL 1-800-874-0002 PAGE ® COPYRIGHT 2000 7-22 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.SENNETT,P.E. i r ® a o °o m Table 7.3.2 Allowable Spans for SUPER PAN®Panels for Various Loads o < -iRoyal Aluminum, Inc. m G z Manufacturers Proprietary Products: Aluminum Alloy 3105 H-28 M w 2-1/2"x 12"x 0.019"Super Panel a o �v v 7o Open Buildings Enclosed Buildings o 'J. Wind Applied Overhang Condition Wind Applied Overhang Condition m Y s One and Three Max One and Three Max c r r Region load Two Span Span Four Span Cantilever Region Load Two Span Span Four Span Cantilever 0C: `O D "-'i 102 M.P.H. 17 10'-5" 12'-10' 13'-1" 4'-11' 102 M.P.H. 21 8'-7' 101-8' 10'-10' 4'-1' r r aoT— r C)M 3 c -x 110 M.P.H. 20 9'-11" 12'-2" 12'-5" 4'-8" 110 M.P.H. 25 8'-2" 10'-2" 10'-4" 3'-10' i r H C 120 M.P.H. 1 24 914" 11'-6" 11'-9' 4'-5' 120 M.P.H. 29 1 7'-9" 9'-7" 9'-9" 3'-8' V W'M C 130 M.P.H. 28 8'-10' 10'-11" 11'-2" 4'-2' 130 M.P.H. 35 7'r4' 9-1' 9-3' 3'-5' �+, 3 ; 140 M.P.H. 32 8'-5" 10'-5" 10'-7' 3'-11" 140 M.P.H. 40 6'-11' 8'-7' 8'-10' 3'-3' 0 150 M.P.H. 37 8'-0" 9'-11' 10'-1' 3'-9' 150 M-P.H. 46 6'-8' 8'-3' 8'-5" 3'-2' = a, 2-112"x 12"x 0.022"Super Panel D o Z i ;+ Open Buildings Enclosed Buildings f11 Wind Applied Overhang Condition Wind Applied Overhang Condition r" One and Three Max One and Three Max Region Load Two Span San Four Span Cantilever ton Load Two S n San Four Span Cantilever O z T 102 M.P.H. 17 10'-5" 12'-10" 13'-2' 4'-11" 102 M.P.H. 30 9'-1' 11'-3" 11'-5" 4'-3" v 110 M.P.H. 20 9'-10' 12'-2" 12'-5' 4'-7' 110 M.P.H. 35 8'-0" 10'-0' 10'-11' 4'-1' C r 120 M.P.H. 24 9'4' 11'-6' 11'-9" 4'-5" 120 M.P.H. 41 8'-2' 10'-1' 10'-3' 3'-10' z° o m 130 M.P.H. 28 8'-10" 10'-11" 11'-2' 4'-2" 130 M.P.H. 48 T-9' 9'-7" 9`-W 3'-8' o -, 140 M.P.H. 32 8'-6' 10'-6' 10'-8' 3'-11" 140 M.P.H. 56 7'-4' 9'-1' 9'-3" T-6' (n Z 150 M.P.H. 37 8'-11" 10'-2' 10-2' 3'-1- 150 M.P.H. 64 T-0' 8'-8' 8'-10' Y-4" m � v� �+ � 24/2"x 12"x 0.028"Super Panel x mm MOpen Buildings Enclosed Buildings W o ; v $ 11) Wind Applied Overhang Condition Wind Applied Overhang Condition i �' a m Region load One and Three Four Span Max Region Load One and Three Four SPan Max M1 andlever A : ( 102 M.P.H. 17 11'-11" 14'-9" 16-W 5'-0" 102 M.P.H. 30 9'-11' 12'-3" 12'-5" 4'-8' M g 110 M.P.H. 20 11'-4' 14'-0' 14'-3" 5'-0" 110 M.P.H. 35 9'-5" 1/'-7' 11'-10' 4'-5' Cj P -O 120 M.P.H. 24 10'8" 13'-3" 13'6' 5'-0' 120 M.P.H. 41 8'-11 10'-11" 11'-2' 4'-2" N fTl 130 M.P.H. 28 10'-2" 12'-6' 12'-9' 4'-9' 130 M.P.H. 48 8'-5" 10'-5" 10'-7' 3'-11" ~ C 140 M.P.H. 32 91-8' 11'-11' 12'-2" 4'-6" 140 M.P.H. 56 W-W 9'-11' 10'-1" 3'-9" 0) 150 M.P.H. 37 9'-3' 11'-5" 11'-7" 4'-4" 150 M.P.N. 64 7-8' 9'-5' 91•8' 3'-7' M Dv ' Note: Total roof panel width=room width plus wall width plus overhang. •� v me J' c- Z (D C -4 C G f' } 4 D -4 m Table 7.3.3 Allowable Spans for SUPER PAN®Panels for Various Loads m C:) Royal Aluminum,Inc. 0 Manufacturers Proprietary Products: Aluminum Alloy 3105 H-28 O 2-112"x 12"x 0.030"Super Panel Z ® O r Open Buildings Enclosed Buildings v o 0 v 5 px Wind Applied Overhang Condition Wind Applied Overhang Condition �+ -0 "' One and Three Max One and Three Max m A 1 x 2 ((D Region Load Two Span San Four Span Cantilever Region Load Two S an San Four Span Cantilever M C m • '^ :3 102 M.P.H. 17 12'-2' 15'-1' 15'4' 5'-0' 102 M.P.H. 30 10'-1" 12'-6' 12'-9" 4'-9' 'a w i . CDD 110 M.P.H. 20 11'-7' 14'-4' 14'-8" 5'-0" 110 M.P.H. 35 9'-8" 11'-11" 12'-2" 4'-6" O o mEn X3 0 m120 M.P.H. 24 10'-11' 13'-6" 13'-10" 5'-0" 120 M.P.H. 41 9'-1" Il'-3- 11'-5' 4'-3" n o _ r1 130 M.P.H. 28 10'-5" 12'-10' 13'-1" 4'-11" 130 M.P.H. 48 8'-7" 101-8' 10'-10" C' $ (CU 140 M.P.H. 32 9'-11' 12'-2' 17-5" 4'-8' 140 M.P.H. 56 8'-2" 10'-210'-4" 3'-10' o z j 150 M.P.H. 37 9'-5' 11'-8" 11'-11" 4'-5' 150 M.P.H. 64 T-10' 9'-8' 9--10" 3'-8' O }z n 2-112"x 12"x 0.036"Super Panel a + N Open Buildings Enclosed Buildings „ Wind Applied Wind Applied z Overhang Condition Region Load Oneand Three Four Span Max Region Load One and Three Four Span Max Two Span Span Cantilever Two S an Sr m ~ an Cantilever, v f 102 M.P.H. 17 17-11' 16'-0" 16'-4' 5'-0" 102 M.P.H. 30 10'-9" 13'-4" 13'-7" 5'-0' 4 110 M.P.H. 20 12'-4' 15'-3" 15'-7' 5'-0" 110 M.P.H. 35 10'-3" 12'-8" 17-11" 4'-10" O rn 120 M.P.H. 24 11'-8" 14'-5' 14'-8' 6-0" 120 M.P.H. 41 9'$' 11'-11' 17-2" 4'-7' O _ �^. 130 M.P.H. 28 11'-1' 13'-8' 13'-11" 5'-0" 130 M.P.H. 48 9'-2' 11'x" 11'-T 4'-4" -n M 140 M.P.H. 32 10'-6' 12'-11' 13'-3' 4'-11' 140 M.P.H. 56 8'-9" 10'-9" 10'-11' 4'-1" I M 150 M.P.H- 37 10'-0' 12'-5" 17 -4 -8' 4'-9" 150 M.P.H. 64 8' " 194' 10'-6" 3'-11- D z Z F" Note: Total roof panel width=room width plus wall width plus overhang. m W- T N r jO -D N O vC X 0 OR o x r C) O Q' rod D 0r0C: o 0C r� 013 002 c : c a rHCF; (� :r; M ^'amu m Z Cly �. �.: m Z mZ 01, V . t V W �O 1 N O 00 N "' w C_ GA s w t> -- m N `7 7D C.- ._` O E Ln -4 p - dry-" Z .J (— co C� �! C` ' -� � coZ � SNA c± W oem N t� 12" W X 2 = (� X 2 Tm II': A 0 v 2m (D C °op 0 _ $ m MATERIAL:0.019",0.022",0.028",0.030", OR 0.036"3105 H-28 ALUMINUM ALLOY M ; > a a 12.00" x 2.50" SUPER PAN ® ROOF PANELS (PATENT#4,918,898) i Z z j > o 0) r- ZZ Table 7.3.5 Allowable Spans for Royal Aluminum PANS for Various Loads X y -� Manufacturers Proprietary Products: Aluminum Alloy 3105 H-28 O z v 1 n 2-112"x 12"x 0.028"Super Panel r Open Buildings Enclosed Buildings Q Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load One and Throe Four Span Max Region Load One and Three Four Span Max O Two Span San Cantilever Two Span, Span Cantilever Q M m 102 M.P.H. 17 11'-6' 14'-3' 14'-7' S'-0' 102 M.P.H. 30 9-7' 11'-1p' 17-1' 4'-0' -n m 110 M.P.H. 20 10'-11' 13'-7' 13'-10' 6-0' 110 M.P.H. 35 9-1' 11'-3" 111-6' 4'-3' D r i 120 M.P.H. 24 10' 4' 12'-10" 13'-1' 4'-11' 120 M.P.H. 41 8'-T 10'-T 10'-10' 4'-1' z ..N 130 M.P.H. 28 9'-10' 12'-2' 12'-5' 4'-7' 130 M.P.H. 48 8'-2' 10'-1" 10'-3" 3'-10' m m N' 140 M.P.H. 32 9'4' 11'-7' 11'-9' 4'-5' 140 M.P.H. 56 T-9" 9'-T 9=9' 3'-8" r J"o 70 ISO M.P.H. 37 WAV 11'-0' 11'-3' 4'-2' 150 M.P.H. 64 T-5' 9'-2" 9'-4' X-6" -� o 0 v�, D 2-112"x 12"x 0.034"Super Panel ;U o .. o a r- T Open Buildings Enclosed Buildings Q D '—e Wind Applied Overhang Condition Wind Applied Owrang Condition C 0 o o C v� Ona and Throe Max One and Three Max ..� Z a•• r_ H ' Region load Two Span Span Fair Span Cantilever Region load Two Span Span Four Span Ca (n In w N r" C � 102 M.P.H. 17 10'-11' 13'-7" 13'-10' 5'-0' 102 M.P.N. 30 10'-3' 17-8" 12'-11" 4'-10' M N—c 3 ; 110 M.P.H. 20 10'-4' 12'-10" 13'-1" 4'-11' 110 M.P.H. 35 9'-9' 12'-1' 14'-4' 4'-T i N m X 120 M.P.H. 24 9'-10" 12'-2" 12'-5' 4'-7" 120 M.P.H. 41 9'-3" 11'-5" 11'-7" 4'-4' 130 M.P.H. 28 9'4' 11'-7' 11'-9' 4'-5' 130 M.P.N. 48 8'-9" 10'-9' 11'-0" 4'-1" w 140 M.P.H. 32 8'-11' 11'-0' 11'-3' 4'-2' 140 M.P.H. 56 8'-4' 10'-3' 10'-6- 3'-11' m ►'sw. 150 M.P.H. 37 8*-w I 11'-0" 11'-0' 4'-0" 150 M.P.H. 1 64 1 T-11 T-10" 10'-0' T-9' Note: Total roof panel width=room width plus wall width plus overhang. C) 0 0 m MAP SHL1 V I NG BOUNDARY SURVEY OF: LOT 118, SELVA LAKES UNIT THREE AS RECORDED IN PLAT BOOK 44, PAGES 60, 60A AND GOB OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. �UNPLATTED SECTION /7 iii R` rp -o v '1 { �u �I 'IV m t Af< G7g/ �� 51402 �. S of TT^� 0 •'��t�. �-��,� 24.13 a �nCy `V 1• leo `•Founpjr„ A ts'rO 9 T. <�5%GT4 j rOn Pi pC � t A 1 r,� �G+ara9 —4 ry Found %"Iron ��• _ �,i� OvcrLv,c ?a ' Pi�C(PL 5/674) U9"o 7-r-7fKforfrr'r �-f pod 0D Iv ti�o� �� NOTES lY y ` BEARINGS ARE BASED ON THE WESTERLY LINE OF LOT 118 AS BEING N.13 02'38"E. BY PLAT. Q �Z NO BUILDING RESTRICTION LINE BY PLAT, BUT THERE MAY BE RESTRICTION LINES OR EASEMENTS THAT AFFECT THIS PROPERTY BY ZONING OR O RECORDED IN THE PUBLIC RECORDS OF THIS COUNTY THAT ARE NOT ro • SHOWN ON THIS SURVEY. v 4\ THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE "X" BY FLOOD MAPS r^ ` REVISED 4/17/1989, COMMUNITY PANEL N0, 120075 0001 D. e ui yu J 41 a qxJ v V � PREP1IRED FOR THE 6(fNEF/T01-' ^/A TA C E JOHN 0?D/L E, J P. =�Tp 1AIA,PT i/TLE G414/7.41NTY CO.; { _ 4 MAP SHLI VING BL7UNDARY SURVEY LIP., LOT 116, SELVA LAKES UNIT THREE AS RECORDED IN PLAT BOOK 44, PAGES 60, 60A AND 60B OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. �UNPLATTED SECTION l7 71) a� R9� � q 1d 3't vo<�e c s/e,7¢,) X24 13 ' 'y4 ' `$ of at t t c°` C° red �ti 3Q ��• L of UPC 0 Dov �— o e . . • Lrxre re Wa/k found %z"Iron ?.o Pips(p[S IG74)' �T1l00 Tr106forMer CQnr.Pgd ,�� / n'� �•'�--- id•x�d ' �/r,4 ,CAs6'+-lc=�`'T i3r- f'L.vr NOTES o � BEARINGS ARE BASED ON THE WESTERLY LINE OF LOT 118 G P`�\ �J A✓ i�`�3R AS BEING N.13002'38"E. BY PLAT. 4� pa IA - NO BUILDING RESTRICTION LINE BY PLAT, BUT THERE MAY BE RESTRICTION LINES OR EASEMENTS THAT AFFECT THIS PROPERTY BY ZONING OR ro RECORDED IN THE PUBLIC RECORDS OF THIS COUNTY THAT ARE NOT '^ n SHOWN ON THIS SURVEY. bJ THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE "X•• BY FLOOD MAPS REVISED 4/17/1989, COMMUNITY PANEL NO.120075 0001 D, �V v I J L I y o� t a xa PRERARED fOR THEE BENEFITOF l NQ TA L E JOHN ORD/L E, JiF.; T/TLE G0,41F.41VTY CO ; CITY OF ATLANTIC BEACH `. 8011 SENIINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building--dept@coab.us Application Number . . . . . 07-00001249 Date 9/05/07 Property Address . . . . . . 1065 LITTLE CYPRESS KEY Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc INSTALL CU ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ JONES, PATSY W.H.HEARN MECHANICAL OF TALLAHASSEE, INC. ATLANTIC BEACH FL 32233 1796 BIG BRANCH RD MIDDLEBURG FL 32068 (407) 647-1616 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 59.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/03/08 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 59 .00 59. 00 . 00 . 00 Plan Check Total .00 . 00 . 00 .00 Grand Total 59. 00 59. 00 . 00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE wrM ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. --- -- - ---- �-�� -J04J• ntt�/www ci atlantic beach fl us Revised VO4 r% If N I %X2 cl5 tj k � H 2 U fog- S G L6 -71 L��( TL,+, Ic- R m1.i - �.. u •x i.� rJi iltl:.IL ...:..�... rcl rm N IN i —( i)N S(,,t(n N x 1 x Z r-7— � J � J k i 2 rJ -2- J C Yr .I Y-"z K1 ry H o u L L i 3 i 2- x b 2 5 5 1 5 /�TL441J,L m, rO N N I i � x l 1 4. k U v 1 J AAl1 rJ N 2 k c c l i C � L Zi -3 " Y 12-" x z H z� tvr- 5 � err N 0 2.L-)iL rS� LIrJ rl 01 1-159 CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION ,r r,7�i�19r/ Date: ci W 6,9 Property Address: c)cS L 1-1 1 LU C Y P12 E K y :i� Owner: Sb N CS Telephone#: N Contractor: .I � (Y1 H-tNK'ki.GF TALLAr' ielepC'hone#: c/ULl - Contractor Address: ^ S U S F •3Z s` Fax#: C/OL/- �i 143$'7 00, 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 ordinances and standards of ood practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: Electric ❑ Gas: _LP Natural _Central Utility ❑ Oil ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ¢I Heat `Space Recessed V Central Floor Id/ Residential ❑ Air Conditioning: Room _Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity______________dM El Refrigeration ❑ New Building ❑ Cooling Tower: Capacity gpm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: __ Manlift Escalator (Number) ❑ Replacement of Existing System C3Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency I (`onden5e�z �'+i�3N�D3%DUO pAy N� 3 i�� HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency TANKS Nominal Capacity Type Liquid Serial Approving How Many &.Dimensions Contained Manufacturer No. Agency 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800* Fax: (904)247-5845• httn://www.ei.atiantic-beach.f].us Revised 1/04 CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, ' MOVING, DEMOLITIONS Zotti.ib Owner 0): —_)Anal L C�9.0 " - - Job Address :_"S 1. .aLr o —Phone : I.at M 1l 9 Block or Unit# / Subdivision: _ A 1 Kl brU d �7/hr-t�ttr__ Contractor. a Home,me, B # CAI.,0`f r Address -15 ( CC) Phone No(�204/ r7 0 o - q g`T t City 1� State I Zip Code 9 0, Describe work to be done: t r�• 'v� oil-e _//ua � ,� X rA tow/VL Preseat use of building: Valuation of Propo sed Construction; f5 '71 ' Proposed use: � �e � A"-" 't &'Ac bj ►� t.)Ci—ee-q 4-yyl t l-jj t k is this an addition? f yes, what are the dimension of the added space : /U ft X _� _ft. Will the added area be heated and cooled? New electrical(or increase)? New plumbing fixtures ? f=New rimplaee? A '' New Heat/AC? SUBMIT THREE(COMMERCIAL) TWO 0WIDENTL44) COMPLETE SETS OF PIANS, INCZVDINC SITE PLAN, SURVEY, ENMITY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWWMCONTRA CT02S AFFII)AVIT, IF WNE IS CONTRACTORS. Signature OWNER: Date:— '91' - �. Signature CONTRACTOR: _.-. - Date: � — AS TO OWNER: SwornRO&AW% t A i Q*before me this^—day of Notary Public, State of Florida ' My Comm. expires Oct. 28, 2001 f �4fQ� Comm. No. CC 692300 NOTARY PUBLIC AS TO CONTRACTOR: Swore to and subscribed before me this day of ROSALIE L. DELA ROSA Notary Public, State of Florida My Comm. expires Ost. 28, ?001 NOTARY PUBLIC Comm. No. CC 69L300 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address © S A L-C C i? E c Date 101-161- 01 Heated Square Footage @ $ per sq ft = $ Cq Garage/Shed ,11�@ $ per sq ft = $ Carport/Porch �-� @ $ per sq ft = $ Deck @ $ per sq ft = $ �S Patio © @ $ per sq ft = $ TOTAL VALUATION: $ TotaValuation t1st $ /&00 Remaining Value $ per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ 0 ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ 3 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 : CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 -- .. PERMIT'INFC)f211 ATION _ LOCAT�t?N'INFORMATION Permit Number: 22868 ._ Address: 1065 LITTLE CYPRESS KEY LL Permit Type: REMODELING ATLANTIC BEACH, FL 32233 Class of Work: REMODEL Township: Range: Book: 44 Proposed Use: SINGLE FAMILY Lot(s):118 Block: Section: Square Feet: Subdivision: SELVA LAKES Est. Value: Parcel Number: Improv. Cost: 1,571.00 --_ — QWNER INFORMATION - — Date Issued: 10/17/2001 Name: ORDIL, JOHN AND DONNE ___ —--.. Total Fees: 30.00 Address: 1065 LITTLE CYPRESS KEY Amount Paid: 30.00 ATLANTIC BEACH, FL 32233 Date Paid: 10/17/2001 hone: (000)000-0000 Work Desc: REPLACE EXISTING A_T RQQ ^._ N ROOM _ -- CONTRACTOR - 3 PLICATION FEES — - — --i SOUTHERN HOME PRODUCTS y 401 30.00-w . r ar`� F �r.. get fpsant3 ` s i - K .14' 00 ,. -a*.p ., a F"` f FINAL BUILDINi t , N' P NOTICE- ISPECTIO ' ` ST B ,Rtl31STEQAT -i�) 15 PR _ f2 TL?INS., CTION i BUILDING MATERIAL, kJ$81SH A RIS FROM4HIS-WO"JST NQT:B GED?IN FAJJBLIC SPACE, AND MUST BE CLEARED UP Q ULIE BY EITRQNTRA£TOR OR "FAILURE TO COMPLI�%TH T t�T10N W -F t§VL.T IN THE PROPERTY OWNER PAYI CIE. QR P ' ISSUED ACCORDING TO APPROVEDAT IT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PRC!VISIO ( I A TL IC BEACH B ILDINEPT. i3B.N 14 IIR3/11 K Receipt: OW1 13— 3754 el191ii3�iN1 r r _ nn_� r �Y�_..l'��a� F�•�..�rw�...�—ter�'�.�� ...�.r—ri.� �.r.4.. —� P�/ .. .`,i f BUILDING PERMIT #��- '� INSPECTIONS FOOTING INSULATION r SLAB STEEL ----------------- ------------------ FRAMING FIRE --------------- ------------------ FINAL BUILD__________ C/O ------------------ ?ELECTRICAL PERMIT # ` -- rj INSPECTIONS ROUGH FINAL PRELIMINARY SENT TO JEA______________ FINAL SENT TO JEA -------------------- CALL TO JEA MECHANICAL PERMIT INSPECTION ROUGH PLUMBING PERMIT #_____ � INSPECTIONS UNDER SLAB '_ ROUGH_______________ SEWER --------------- PUBLIC WORKS r a