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750 Sailfish Dr (vault) s i gJT'4 'l;'`3&Kr,e a+Cd:'UPAY::�P-aa'!t Uf IU S'k W9.a_ O+'!Rdfi' ,C it .-.«ru.mr.n Y i��Y 15i �.•'7.�FF Lf i4�9 Flxrupi Low ySil U}?1'IVIR oir PUIMAML AN.0 Fhrx flFrS MUT !RE" ZA' .4cCj7R,DA fCC WFTk' TNN MaSf .rykrft-Alr. FpYYT)m of 7'lA�: x�s&i?".'3���>�° S�ES�ft��li ���i'�.�lfG FOOD. 7_L, ;4y CITY OF nn . r> < Office of Building O icial REQUEST FOR INS CTI Date ( (p t� Pe it No. Time A.M. Received PU ` Job gess Locality Owner's Name Contrac BUILDING CONCRETE ELECTRICAL ;��[] MECHANICAL Framing 11Footing ❑ Rough Wiring Air Cond. & El Roofing ❑ Slab ❑ Temp Pole Top Out 11 Heating Insulation ❑ Lintel ❑ Final Sewer Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. Friday Inspection Made 7— Inspector Final Inspection El Date CITY OF ATLANTI BEACH DEPARTMENT OF 11 3UILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826 - Fax: 247-5877 ELECTRICAL F ERMIT ..jy PERMITINFORMATION; '. LOC TION INFORMATION Permit Number: 22680 Address: 750 SAILFISH DRIVE Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION To nship: Range: Book: Proposed Use: SINGLE FAMILY L (s): Block: Section: Square Feet: SL bdivision: ROYAL PALMS Est. Value: P rcel Number: Improv. Cost: p OWNER INFORMATION' Date Issued: 9/14/2001 arae: JOHNSON, BRIAN Total Fees: 25.00 Ac dress: 750 SAILFISH DRIVE Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 9/14/2001 , .�_ , x w, r.,. hope: (000)000-0000 Work Desc: WIRE FOR HVAC CONTRACTOR S LIGATION FEES R & R ELECTRIC COMPANY 041111", 25.00 r AA. � Y krry.b , 3 8ffi . d3 t . Sy , � „'FMK(•. F "s, iq tP'iE .qis R, Af" JA! T Rik +0 n! yq A '"± s kit tsm "✓a�"�'w x 1 1 p+ w � � ,07 5 s= r 4N «' "y r ,y: e FINAL ELECTRIC a. ��y, .` } NOTICE - IN CTI BE,REQUESTEa AT EAST4 HQbl RS ?RIOR TO,IfVSPECTION BUILDING MATERIAL, RIJBBISKANIEBRIS FROM THI.S-WOf K MUST NOT B `PLACEO IN PUBLIC SPACE,AND MUST BE CLEARED UP Aw AVLEMOVAY..BY EITH—k'CON,. .,ACTOR O , OWNER . R "FAILURE TO COMPLYff� M TN zW' A RFJLT IN THE PROPERTY OWNER PN ICEfORADIN llP 1 : �`� o�e .° ;,... ISSUED ACCORDING TO APPROVED P1'45,�11Ii�FR �A�R °'CSF­16 II6'faERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS r D88 14 ECKS 9/14/11 11 Receipts MU36 ATLANTIC BEACH BUILDI DEPT. 181 �11N 5"1 f w 4 4 CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 9-1 -2001 19 IMPORTANT NOTICE: 1 IN CONSIDERATION OF PERMIT GIVEN FOR DOING THI WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM. SAID WORK IN ACCORDANCE V ITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH'THE EL CTRICAL REGU IONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. R & R Electric of Nartli Florida, Int ELECTRICAL FIRM: MASTER ELECTRICIAN IGNATURE JOURNEYMAN NAME Brian Johnson ADDRESS: 750 Sailfish Dr. ----RFD-BOX- BLDG. FD80XBLDG.SIZE ETWEEN: RES. APT.( ) COMM. ( ) PUBLIC ( ) INDUS,( ) NEW( ! OLD (�')' REW.( ) ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ) SQ. FT. SERVICE: NEW( ) INCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER ( ALUM. SWITCH OR BREAKER AMPS / PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS / PH W J ce RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. 1.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS ANIPS ICEIL HEAT: KW-HEAT 0.1 VER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUSeat CITY OF ATLANTI BEACH DEPARTMENT OF UILDING 800 Seminole Road -Atlantic Beach, 32233 -Tel. (904) 247-5826 ROOFING PE MIT PERMIT INFORMATION LOCATIONIIFORMAT#ON Permit Number: 18136 A ress: 750 SAILFISH DRIVE Permit Type: RE-ROOF ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION T nship: Range: Book: Proposed Use: SINGLE FAMILY L (s): Block: Section: Square Feet: St bdivision: ROYAL PALMS Est. Value: Pi rcel Number: Improv. Cost: 1,985.00 O�INFORMATION Date Issued: 4/26/1999 ame: COFFEY Total Fees: 25.00 A dress: 750 SAILFISH DRIVE Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 4/26/1999 hone: (904)744-8888 Work Desc: REROOF COhITttA►O> fl AP _ A: ON FEES ARLINGTON BEACHES ROOFING RE-ROOF 25.00 :: NOTICE- INSPECTIONS MUST BE REQUESTED AT EAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WOF 1K MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE-CLEARED UP AND HAULED AWAY BY EITHER CONT RACTOROR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING MPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PAR OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Q,z, � L4 CITY OF ATLANTIC BEACH _ _ k CITY OF ATLANTIC BEACH DEPARTMENT OF 13UILDING 800 Seminole Road -Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 18390 Ad ress: 750 SAILFISH DRIVE Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION To nship: Range: Book: Proposed Use: SINGLE FAMILY Lo (s): Block: Section: Square Feet: Su division: ROYAL PALMS Est. Value: Pa cel Number: Improv. Cost: OWNER INFORMATION Date Issued: 6/16/1999 ame: COFFEY Total Fees: 25.00 Ad ress: 750 SAILFISH DRIVE Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 6/16/1999 one: 904)744-8888 Work Desc: REPLACE SEWER 1 CONTRACTORS APPLICATION FEES A.S.A.P. PLUMBING CO. PERMIT -2-5.—00 FINAL I � i I II Insppctions<Re a red I � I I NOTICE - INSPECTIONS MUST BE REQUESTED AT L EAST 24 HOURS PRIOR TO INSPECTION i BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THISWORK 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 EN 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. i $25.0014 Receipt: 88651768 Date: 6/16/99 81 AT LA TIC BEACH BUILDIN PT. CHECKS 88188883221888 Jun- lb-99 12 , 14P f P.ul CITY OF AT TIC BEACH APPLICATION FOR LUMMG PST JOB LOCATION; 75D ) OWNER CF PROPERTY: b , TELEPHONE NO.(;�14 (L,-' PLUMBING CONTRACTOR CONTRACTOR'S ADDRESS: STATE LICENSE NUMBER: C PIC 1 q TELEPHONE: , HOW MANY OF THE FOLLowniG FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER REPIPE OTHER TOTAL FIXTURES: x $3. 50 + $15 . 00 MINIMUM PERMIT FEE - $25. 00 SIGNATURE OF OWNER: SIGNAT:JRE OF CONTRACTOR: INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLU!"SBIPdG CODE . CALL A DAY AHEAD TO SCHEDULE INSPEC IONS — (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN70 PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834 DEPARTMENT OF BUILDING 4519 c CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. PERMIT TO BUILD ' THIS PERMIT MUST BE POSTED ON JOB Date October 21 19--20- Valuation 980Valuation$ 1400-00 Fee$ 5_00 This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of law. This is to certify that W 1 1 n D Dietrich has permission to build a Storasze Shad according to plans ubmi ted and anchored down as required by Southern Standard Ccde. Classification—RA8 ident 1,22 Z.Ane Owned by Lot 20 Block 5 SSD Royal Plan House No 750 Sailfish Drive According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS, MUST BE IN- SPECTED BEFOI E POURING. PERMIT VOI SIX MONTHS AFTER DATE OF ISSUE —► 14-10. zfrom Ithis workmaterial,mi not be placed in public space, and nust be cleared up and hauled away I y either contractor or owner. . y e��iM T4 Bill WE, nit vis .w°XACC Hui f FOR OFFICE PERMIT DATE CONTRACT R i USE ONLY NUMBER PLUMBING I ELECTRICAL SEWER s WATER I r r e FOR OFFICE USE ONLY Date--- ...............19,M CITY OF ATLANTIC BEACH Permit F e e ...... Valuation $.... ................................ FLORIDA House APPLICATION FOR BUILDING PERMIT ............................................................................ ............................................................................ Application is hereby made for the-approval of the detailed statement Df the plans and specifications herewith submitted for the building or other structure described. This application is made in (ompliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. Date.......................................................................0 19..----...... 5C,2 -! Owner. ....Address.. ----------------�.�Z,,- Telephone No.A:c/� Architect- 7.-7 J; -1o-t-r A N_e- 13 P fl.?P_1-Y"d d r e s&........ .................Telephone ContractorBuilder------------------------------------------------------------------------------Address..........................................................Telephone No......--.......------------ Lot No-------------6; .-.Q.----------•---•---------Block No......�,5-------------_---Sub Divisi .'PL....F101WI-S---.......................Zone................. ...........................................................Street-----------------------.,Side Between......... ........................................and......................................................Sts. Valuation -----For what purpose will building be used... of construction.0.04.q.e./..4.(,Ikn. Dimensions of Building----__..............................Dimensions of Lot-----.-----_.---.......................................Size of Footings..................---_. Size ootingv..................----Size of Piers/. v.-...Size of Sills--------------------------------Greatest ill Span in ft----------------------.....Type Roof..................................---- How oof....................................How will Building be Heated?------._-. ..........................Will I uilding be on Solid or Filled Ground .P............. Size of Ceiling Joists------------------------------------------- Distance on Centers------..--- ................................. Greatest Span.---..............--------.................. Size of Floor Joists-------------------------------------------- Distance on Centers---------- --------------------------------- Greatest Span............................................ Size of Rafters------------------------------------- Distance on Centers........ ................................. Greatest Span-----------------------------------------_ This rectangle is to represent the lot. Locate the building or buildings In the right position. Give distance in feet from all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. Inspections required. 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columns and/or lintel. Z Z P-4 - N 3. When steel is in place and ready to pour beam. A y DF ,-14. When framing is completed. APPROVIF to )Ab L'(S L: _ 5. When rough plumbing is completed,and ready to cover uIDITY ",�_ N N 6. When septic tank drain field or sewer is laid but before Ruis".0 I COO& Z 7. Electrical inspection by City of Jacksonville. rn a8. Final inspection. 0 0 Note: In case of any rejection,re-inspection MUST be called f r) corrections are made. oyi/ FRONT OF LOT In consideration of permit given for doing the work as described n 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 building regulations of the Cit tlantic Beach. Signatureof Build .. ...... ..... ... ................. AdIress....................... ....................... ..... .. ........I... ..... ------ Signature .... ........ Signature of Own ... .... Ad re='���.�---- - ­­ d INSPECTXON R31CORD JOB ADDRESS CONTRACTOR ' OWNER TYPE DATE FiRKS IR' PEE""�'OR FOUNDATION SLAB PLUMBING (R) SEWER TEMPORARY POLE LINTEL/BE,AM COLM-27 ELECTRICAL (R) PLUMBING (F) FRAMING ELECTRICAL (F) OTHER FINAL C� i i DEPARTMENT OF BUILDI 413 CITY OF ATLANTIC BEACH,FLORI A PERMIT NO._,_, 8679 PERMIT TO BUIL THIS PERMIT MUST BE POSTED C N JOB 7950 T ! Date May 13 19_ A7 5339 1 A 5/13/5 i Valuation$__ 1-1 35.00 Fee$ 9619 100CA j 8337 IA 5/13/8 {13/ This permit not valid until above fee has been paid to Cit Treasurer,and is 1 nn1:1 subject to revocation for violation of applicable provii ions of law. This is to certify that----5 has permission to build altraininn ]lair I Classification Ren i � Zone Owned by Lot_ 2Q Block_S_S House No. IAccording to approved plans which are part of this permit i i NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS j _ n AFTER DATE OF ISSUE ---� Z Building material, rubbish and debris —I from this work must not be placed in public space, and must be cleared u and d away by either on- t ner.. Building Official. FOR OFFICE PERMIT USE ONLY NUMBER DATE CON ACTOR PLUMBING iELECTRICAL I _ SEWER I WATER A . ,• A < f CITY OF ATLANTIC BEACH APPLICATION FOR ROOFING PERMIT BUILDING OWNER f,c;, 1, r. r i i�'i PHONE,7Z / `I JOB ADDRESS �5 c / i 5 ' 7-1 ��l LOT# 2C) UNIT # % UBDIVISION CONTRACTORPHONE ?✓ _ ADDRESS ,e a ✓L % a i /?'� X a Z � 1� LICENSE NUMBER /' EXPIRATION , y JOB VALUATION MATERIALS: t�Zfay „ /L �l t / CGe.on`wl tr ✓� i, .!�/'u Clt/r r,! SIGNATURE OWNER DATE SIGNATURE CONTRACTOR. c'. ..:.. f / ��� — DATE / ' S� i f f r ef i 3 Ile � t F11pi i T I* •! � t !+ � ►PYA � �; ., �. f� �� ••r� r y1I �/i :M .. �j• �a S : :w �. �+ Lr : i:f• i�:� ii:'�: `4c�o• Coo' I N • , �'1I. � e,... t w • g � 7a I 01 oy ° -f 1 1 q p o:� $!" �' • � t g� $ C y v 1C j� 1� �j X ; C X r8� Y � p Q •� S�p� � � � � � � � i a � i �f � i i i f � f i �., � i D i� •1. v o:{� K 4 •�� a •�i ( ± 4kN= ► =j S. v v - c R off [ v +� I O P •• � 1� • P K J q r Q p. y 'i i 99 � �f • M { i ► •Q a.G,a ;;� "j • •'I� +I � ' 08'• � ♦� � �!i I v = ? o• M � K o r I�'I�R ro It R p/ tw •s •• R • • t`'>!� F _e � � D �5�0 P ♦ O Pq'• d i �A p �;E. J • o• •; C r 0: v� a ir � t !� +7 �rF �'lo'- � � o; _ � Y ,c •", r r: h y � � `" i °a° c�" �;o;a•� .�'°�o�l �S � L•�� w ,!qY; � � 1 �' C O 0. � 00 o R r � � � �t�~�r•� � ��� -�jj,s.,. =i Y 'N�" • I • i; R � o r � =� � � ' � � •p• ;7� I:I taiDo � + a� r � o "• " a � r St i �! i • • Fv Y I� ad.Y L m C i I ••• Lj• �•^ p F i -T o :x ♦ Fr d 06 '- p t ✓� V I • I 1 fsy � I w sEa�s�y • �tF �c,l� �F `� •, I � �� � � 1�J w a I b v� f j ,Il ( I ��7 ' I •l� Fi Q,' ; ;t� 1� I J raon y i 4. •rL • �� ¢ �.. 1 c cep • -Al _ ilia Y t go �., � a :.Q� �y �•, � _ ° — —fit__. R- . , eatt �y•s.':4 qua, N; •! r+ •j peuY j , n ie� L V; 41 �7 • � I jar I . . ' F8 It ? �': u � •� . 3 0 ii : t �� �. �M f Q:..,•�. — ., as �ME od O q .G•� n � � �l �Iq�' . �o tw^ iT��^ �fcdlfK 7�. - u�: Oivi 5c 1 :F• " 1 ��F � 4r�r ` � w pe I � �3 3 i • 1 1 � F wp ! 1'► �.0JAl ^j I 7• �� h 1^�wrouc) R ' w0+ rnri4 y r IK a ..... N{ rn6 rL r � u ' cz Hir o■ � `i Hl��•�,9 ��706��� a i.•� •. �-��.; � j• = 5 r � + Ili + S.v j k p 3 o ss r IF a !4tal, g "{� + oil �E egged i€ ~ jilt[ I i pr � � s 4TT__, { 14 "f 9 ,x Y i DEPARTMENT OF BUILDING 0`24 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB +� tt1�t i�E.7 Date April 24 19 S7 ,i nCKT Jif i t !1 4t4/0 Valuation$ 2-400.00 Fee$ 7.50 6a24 il30Cq,. 6331 1 1 A 4124/9 This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. This is to certify that Claude $ bWrritt,lar has permission t A X re-roof Classification Residential Zone Owned by Willis Dietrich Lot_ 20 Block 5 S/D--kfal Palm House No. 750 Sailfish Drive According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS UST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIK MONTHS AFTER DATE OF ISSUE Q � 4D O Building material, rubbish and debris from this work must not be placed in public space, and nust be cleared up and, hauled away by either con- town uilding Official. FOR.OFFICE PERMIT DATE CONTRAC1F0 USE ONLY NUMBER PLUMBING ELECTRICAL I SEWER WATER CITY OF ATLANTIS BEACH APPLICATION FOR ROOFING PERMIT BUILDING OWNER Ljj_� VCA✓i L'k-/ PHONE aV 9 '- JOB ADDRESS LOT# c?0 BLOCK OR UNIT # SUBDIVISION_4j_ P41,,'7 J CONTRACTOR ( . rx, r c �) �__C ', �'{" : rc.PHONE _� J S � . ADDRESS LICENSE NUMBER EXPIRATION JOB VALUATION $ MATERIALS: SIGNATURE OWNER DATE SIGNATURE CONTRACTORDATE i CITY OF ATLANTICI,H' ti INSPECTIONS BUILDING PERMIT NO. — ELECTRICAL PERMIT NO._ � PLUMBING PERMIT NO MECHANICAL PERMIT O. JOB ADDRESs73 6)__ CONTRACTOR OWNER____ _�s e ted called in app rove-dcisap oved reinspected JEA FOUNDATION FOOTING SLAB PLUMBING (R) TOP OUT ,OpEWER HEMP POLE ELECTRICAL (R) ELECTRICAL (F) -.- FRAMING PLUMBING (F) LINTEL/BEAM ' COLUMN - --- STEEL SHOOT GRADES LOT CLEARING FINAL INSPECTION CITY O - Qeac.4-QW& �,p a Off Icf of Bulkotrig WVC181 �►f ` REQUEST FOR INSPECTION Date ` Permit No. Time A. Received M. District No. Job Address <` Locality Name �L� �C/Mlti* Owner's ✓t Contractor N BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ floughWiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ 1 emp Pole ❑ Top Out ❑ Heating Lintel ❑ `/ Fire Place 13 6- C f }( Pre Fab READY FOR INSPECTI N/ A.M. Mon. Tues. G Wed. urs. Friday P.M. A.M. Inspection Made /iP.M. InspectoFinal Inspection❑ Certificate of Occupancy Date € Q � DEPARTMENT OF BUILDING 3688 O. CITY OF ATLANTIC BEACH. FLORIDA PERMIT IN � PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date f —9Z 19 8 Valuation$ 9_760_OO Fee$ 33a28 — This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of law. This is to certify that Builtiers Remodeling has permission to buil Classification ���� Zone Owned by Block S/D O 81 Palms Lot 34 House No. 750 ;7 f i s71 $3riVe According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VbID SIR MONTHS AFTERATE OF ISSUE _ x 0 Building mate al, rubbish and debris ♦--'� Z from this wor must not be placed in public apace, d mast be cleared up and hauled aw y by either contractor or owner. ; :,,,�c`i" TL 777 -0ffij*_JCAC FOR OFFICE PERMIT DATE CONTR CTOR USE ONLY NUMBER PLUMBING ELECTRICAL F SEWER WATER i j i I i i i { 1 I i i I 1 i FORUSE ONLY Date__ --f;••-•-_----.19 2 Permit *........................Fee CITY OF ATLANTIC BEACH Valuation ....Q. FLORIDA House ........-•-•-••--•••---...--•--••-•-....•-•-----•--....•--•..............•. APPLICATION FOR BUILDING PERMIT ............................................................................ ............................................................................ Application is hereby made for the -approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in -ompliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws ol the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlanift Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sut-contractors be submitted to this office so that licenses can be verified. 7 Date.................................................................... ............................Address_'%2.....Is_ ..... ...........Telephone No----------------------------- Owner.0i ------------e---- Ir ....(P^-Telephone ArchitectD40S--ri It L�_J......Address,_ 11 '�4 rr IL Contractor Builder- 906.46 ... . . Teleph(m e No.....-..... Lot No....2_6-------------------------------------Block No------ r..................Sub Diviion..40y,..44....i6� .......4one.-.-.-.-._...-.-.-.-.-.-.-.-. -- ------------------------------------------------------Street-------------------------Side Between..._..............................................and......................................................SU- ----------__---------- A_ Valuation -.49_4_1.............For what purpose will building be used - Type of construction $Ai!.O_ Dimensions of Building .2;!5_�!?AP............:Dimensions of Lot------14p.-x.... ------_-------------Size of Footing-s.-.r.X....R_G..-------- i Size Q---------- Size of Piers...----.,-------------------.--Size of Sills._._ —-------------------Greatest Sill Span in ft...........................Type Roof-'6/e.......d'a,lr..... How will Building be Heated?........................................----------_-----_---Will Building be on Solid or Filled Ground?........................................ Size of Ceiling Joists.--2. 7 402 ---- Distance on ,e?. :7a......................... Greatest Span...... . ................... it Size of Floor Joists-C.OX..4Z-------------•--•------ Distance on Centers..._.._.. ................................. Greatest Span..............:W------------/-0---------- �p - 12 -0 Size of Rafters......2-X.S_---------------....----------- ._......Distance on Centers.... . ......0-----•---------------., Greatest Span.... ..................................... This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from all lot-lines and existing buildings 4ew REAR LOT LINEff / Two copies of plans and specifications shall be submitted with application. ze_('D Inspections required. 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columns and/or lintel. Z 3. When steel is in place and ready to pour beam. 4. When framing is completed. 5. When rough plumbing is completed,and ready to cover up. 6. When septic tank drain field or sewer is laid but before it is co,ered. 7. Electrical inspection by City of Jacksonville. S. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration of permit given for doing the work as cribein the above statement, we hereby agree to perform said ' work in accordance t a he plans pec' ions, vihich are -a part hereof, and in accordance h the building I t regulations of the Citnj Signatureof Builde ......... Lddress.......................... _- ---- .. . ...... ..... ............. ............... Signatureof Owner.... .. .. ...... ........ ........................... ddress... ..................................................... DEPARTMENT OF BUILDING 5404 i CITY OF ATLANTIC BEACH,FLORIDA14*UPERMIT NO. PERMIT TO BUILD 34*U T THIS PERMIT MUST BE POSTED ON OB 34b/13/T Date 5/13 19 83 J4b4 .COCAC 4.00 3J2U I A 5/13/13 i Valuation$ 9700.00 Fee$ 1 OUE� This permit not valid until above fee has been paid to City T easurer,and is subject to revocation for violation of applicable provisior s of law. This is to certify that TALLMAN BBOU POO), 967 Blanding Blvd, OP I has permission to build POOL AS PERP S SUBMITTED j Classification Zone Owned by WILLIS DIETRICH 5 S/D ROYAL PALMS #I Lot 20 Block House No. According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE --� O Building material,rubbish and debris z from this work must not be placed in public space, and must be cleared up and hauled away by either con- It r wrier Building Official FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER I PLUMBING ELECTRICAL SEWER I I WATER i FOR OFFICE USE ONLY I • f Date..----------------------------------19 ...... Permit *-•--••------------------Fee$------------------------ CITY OF ATLANTIC BEACH Valuation $. FLORIDAHouse #•-••---•--•---•-••--•••-•---••-------•-------------•-----•- •------------------------------------------------------------------------•- APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement the plans and specifications herewith submitted for the building or other structure described. This application is made in cc mpliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of t ie State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the I Uy of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. I � Q Date-�. �Y..1 ••-------•.............•---•--.., 19.Q.a. rr � ,, 4--O O Owner.1X110-5---- .................. I�,l� --------------....................... __it'!.S&-DZ-'-----•--Telephone No ._ ..L.".Q.iLL?.i�. Architect,-•-------•--•--- • ------_-------- ---------------- Addrea _.._...--_---•---••-•----• .............................Telephone No.r_-_---__--•--_- Contractor Build ef._.I.i^Fl..mrAA-n------ .�_ 1�L..........Address9fp ---�.L.1G1!11-11 G+_.I&LVti......Telephone No.9--12.7 2.GO.l Lot No.------A.0.................................Block No.--It _ -------.......Sub Divisi ----(mAi s ---- ---------Zone. .............. C pal. ....and--•------••-•--------------------------------•---•-•-_Ste. .7�.Q.---�?--.......� `�°4'f�----•--Street-•- ---- - .-Side Between........... ...--------------•-----•------ Valuation $q_7.co..............For what purpose will be used..[. .........._-_.......-...Type of constructionV.l!�yL._1- 0_.l�... B�Dimensions of g ��R•- --39 -----...----Dimensions of Lot.. .. Size of Footings lA... Size of Piers...1 4.40_..._.................Size of Sills_....C11.A-----_----------Greatest E ill Span in ft._._.rt.J.Yr------------Type Roof......AJ.P----•-----------.-_-. How will Building be Heated?----. ................... ----------------......Will Building be on Solid or Filled Ground?....WI_f1.......................... Size of Ceiling Joists__...h.1.iA-........................ Distance on Centers..hl.!4. .........___.................. Greatest Span-_--!1 .t_.........._..._._._._......... of Size of Floor Joists....-.q..A.............................. Distance on Centers.hI. . ...-------------_-............ Greatest Span...Xyl'.IF}............................... " Size of Rafters. -------------n.._j4...._....--... .._--.-.--- Distance on Centers _K'R. ....------------.........., Greatest Span--- -- -------.....-........-----••- » APPRCIVED This rectangle is to represent the lot. QTY OF Alli. TIG BEACH Locate the building or buildings in the BUILDINGIA TIC iCE right position. Give distance in feet from all lot-linea and existing buildings. REAR LOT LINE Two copies of plans and specifications shall ` a be submitted with application. Inspections required. , 1. When steel is in place and ready to pour footing. :' 3 �— W , Poo L w 2. When steel is in place and ready to pour colum a /or lintel. a. a 3. When steel is in place and ready to pour beam 4. When framing is completed. 3, s 5. When rough plumbing is completed,and ready to cover up. 6. When septic tank drain field or sewer is laid but before it is coveed. A 7. Electrical inspection by City of Jacksor ville. m '-Ko M IL m 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration of permit given for doing the work as described 'n the above statement, we hereby agree to perform said work in accordance wit thea d specifications, w h are a part hereof, and in accordance with the building regulations of the City 6f antic B Signature of Buil - .. ... ......... ess � - ................. Signatureof Owner.rr...................•--•-------...... ....................... A ress_�.— _........................................................................................ f I ;T � 39• . ... lK N aaso, it� to O / • � ` ,•� �_ � � vvl � • INA�� �� �` :�. •�• rig Of0 IN �, — • ' a Li V.1.1 - r � vAQ a .► Y-9.e��s lK e tA ' IIS ' r 1 r•+t moi• ••����•,/J , i e•r � . Xn NN f� \ v y — .` o 0 U �o \tAAta . f i r O V^�r � r 0 S s _ o s, a Gi �( oC w J 0 w 0 ✓V T UIQ oc . S f O W O i i CITYOF ATLANTIC BEACH, FLORIDA RITHEAPPLICATION ICOR EL TRICAL PERMIT HIEF ELECTRICAL.INSPECTOR: DATE:--w-1 19 83' 11 PORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOtLOWiNG, WE EREBY AGREUTO PERF M. SAID WORK IN ACCORDANCE ITH THE ATTACHED PLANS AND SPECIFICATIONS, HCH ARE A PART HER OF,:AND IN'ACCORDANCE WITH TH ELECTRICAL REGULATIONS, CODES AND CITY OF T ' TIC BEACH ORD!NA CE . JOUBNE LECTRICAL FIRM: ER IiLECAICIA AME_.Stooge.L" 11 Actr1ir`COM29U ADDRESS: 333-C 1OdgX1400Ay latia .i..__RFD-----BOX Orange Park, Florida 32013 LDG.SIZE BETWEEN: North 0 Atj,alktie Ani evard_ 10 blocks west of the ocean. :ES.(XI APT. ( ) COMM.( I PUBLIC( I IND S;I I NEW( I OLD(X) REW.I I ADDITION{ I TRAILER l `I TEMP.R 1 SIGNS I I SO.FT. FEE SERVICE: NEW.( I INCREASE I I REPAI i3 SIZE AMPS PPER ALUM. , TCH onR !H W O R Y ISTw SERV SIZE 1H 3,W T ,ss r w� " NCS. SIZE NO. SIZE NO. SIZE IGHTING OUTLETS CONCEALED ; OPEN TOTAL . RECEPTACLES CONCEALED OPEN TOTAL 030 AMPS. s!:loo-AMPS. SWITCHES INCANDESCENT , ,FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF; AIR N.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAV 0.1 OVIR MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS b 1 240 l MISC 9 LLANEOUS SWUQ41NG POOL 30.00 TRANSFORMERS: UNDER 600 V. VER 600 V. DEPARTMENT OF BUILDING 3705 CITY OF ATLANTIC BEACH. FLORIDA PERMIT NO. PERMIT TO BUILD i THIS PERMIT MUST BE POSTED ON JOB Date 19 78 Valuation S PLUMING Fee 2 This permit not valid until above fee has been paid to City Treasurer, and Is subject to revocation for violation of applicable provisions of Lw. This is to certify that R C. Ber lin PlmmbirL has permission to build to install l water heater & l washin 1 machine ClassificatioT Zone Owned by Mr. Diet et rich Lot Bloc /D House No 750 Sailfish Drive According to approved plans which are part of this permit #OW TL N TICE—ALL CONCRET2*9011 A ND FO S M�7 T SPECTEDzRE PbRIfysC (" PERMI oWll) SI O f 7` ,I AFT AtXTE O SS ♦ � ► 0Bu lding material, rubbish and IeVns this work moat not be e in pu He space, and moat be cleared up an hauled away by either contractor or owner. Bill M. Davis Building Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER NOTICE TO THE OWNER AND ALL PERSONS INTERESTED IN THE ATTACHED PROPERTY This property, to wit: located at: is improperly stored and is in violation of the Ordinance Code of the City of Atlantic Beach, Florida; Chapter 21 Article il, Division 1, Section 21-24 (a) and must be removed within therwise it shall be presumed to be abandoned property and may be removed and destroyed by order of the City of Atlantic Beach. If the property is a motor vehicle, the owner will be liable for the costs of removal and destr ction. Dated: �- Signed: Cod4 Enforcement Officer City C f Atlantic Beach 800 eminole Road Atlan c Beach, Florida 32233 (904) 247-5826 I ale4 � I Aouednoop 10 91e049JO0 ;_i uolloadsul lewd ape1N uoiloadsul H W d sant UON Wd /e lad sanyl PaM N011.03dSNl 1303 >k(IV3 a ul i uo!lelnsul J aoeelld and Li �aMag J clod dwal 19eIS _i 5UIIOOH ad 6ulleaH ln( dol 5ullood _. 6ulwe d y5nod i 5ulal/A iaaro�l 'R -prop Jlv ONIa11ne JNIGVJMd 1`;�OW10313 313aON00 ltt'OINtlHO3W _ aweN Jo1oeJ]uoJ s,Iaurnp ssaa Ptl or Panlaoad d - 'wl - -- — ale0 'ON ltuIJOd NOIJ-03dSN1 UW isE nD3U IL'I�E��O 6°ilI?jlnG to -3a 40 d0 i'C wokd Ter 144th *6/ 1*, WIV4, t � fx IN3Wltlbd ©�JNi©11118 Hv3t?31IN�1'Il�d 'MV140 sNOISIAOtld 319VOIldaV 40 NO11'4l''bm !# NflIIV 4A3t OI i 3(*OnS QNB" .tlft3d SIHI .40 18Vd Sad HoINm stwid aaAoUddV 0.1 DN1C}�!t'�' W t Jf1s£ pip .$1N3 w Jlt�a011 JN1 1 118 �10� 331 t 1A �# f i i 3. 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P �tZ'Q �,, �I .�.___..__._...__,_. _� i :_�. a?�� I _k �- � ;,a� � SIE-----."""" - �� �i --=�-- I I 1 I� I ______ ---___. _.__�_�___.� __.-_- � — � i I I ` �� 11 { I 1 a. S 6 PSM4 4fi 1 169MATMENTOF6 LLWNt C�I'ry OF ATLANTIC 95ACH, _i .. » PERM I N FORIMAT E}N : .» ,. �." LOCATT ON INPOP14ATION .,.. mf 'I+lumbe : 60 Add. �: s:' 7" 4AIIISH DRIVE, x t TYPe: RR.ROO ' ATLT' IC BEACH, FLORIT}A , 2233 i4j of Work: NEW' --� -� _»'~ LEGAL DESCRIPTION �--_'_------ a WAC}TI FRAME Lot Block ck: Section: op ►fed Uie�, 'SINOLE FAMILY Towrish�.F. RNC3. O} i Tt 1 Y. n 1 Code: 0 Sub vi�iic�r�» ROYAL PALMS i.ma: ed Vslue3: $3000.40 IpIRcaV. C st . so 00 ! 1ilxtbUYi 2 2 .50 jj 3-` TI4fit - = �° .. APPLICATIONL FEES NSONP Ri IT . $22.50 AA.C, FEE 490 001 91 as 4' fi' i 'h" e: 7 75' 'WATER mVTER/TAF $0.04 r RADON GAS-H.R.S. $t�.00 . :. ._.. CR FORMAT __ RATION CAH $0.00 �� f Nt� "AT#I? IWRR,µ.,. w.mw -_ CAP'I'T"ALµ'IMLR ?VE $0 .00 A .r4st: SEWER TAF $0.00 HYD RAOL IC SHARE X00 Type: 1 CRO, S CONNECTION a $0 COMET, SUR HARdE IES:. . d NOTICE-ALL CONCRETE FORMS AND FOOTINGS ST BE INSPECTED BEFOgE POURING PERMIT VOID SIX MONTHS'AFtERDATE OF ISSUE ILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK UST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE k EARED UP ANID HAULED�AWAY BY EITHER CONTRACTOR;OR WNER 1=A1LURE ,TO COMPLYVITH THE MECHANICS' LIEN LAW CAN RESULT IN HE PROPERTY OWNER BAYING TWICE OR BUILDING IMPROVEMENTS." ED PLANS WHICH ARE PART F THIS PERMIT AND`SUBJECT TO R �I� SUED ACCORDING TO APPROVE FOR, 6 , vp CATION OF APPLICABLE PROVISIONS OF LAW. ANTIC REACH , UILDING DEPARTMENT Cita of Atlantic Bcl4 f CITY OF ALANTIC BEACH ROOFING PERMIT JUTLICATION owner(s) : Y Address: �s��YLt✓ 22-3 Phone: 7 Lot # Block or Unit # Subdivision: Contractor: Address: --sem en e -�i a,6•?v-e City, State and Zip Phone State License # Describe work to be performed: e u/°' 00):: Valuation of Proposed Construction: 600 Materials to be used: e r- Signature of Owner; Signature of Contractor: Liability Insurance Supplied Workers Compensation Insurance Supplied License Information r t OWNER BUILDER PERHII AFFIDAVIT Stater of Florida ) City of Atlantic Beach ) BEFQAJzj the undersigned authority, personally a pvarvd i/i-✓'AiJ _� �c «1S a._ who upon tirat bWA" duly sworn, deposes nd say4l _ i, V/_- • _ -C=---- --------- ---•._• and the legal owner of the Sollowino property& -__ Subdivision Ln J. _ ..- •----•__-_-- Block ------ - +ots':o AKAz r .. I am applying for • building permit pursuant :o %too Owner Builder exemption net forth in Florlds Rtatute, Section 469. 103. Florida law requires that Ihave been provided with thv following DISCLOSURE STATEMENT& DISCLOSURE STATEMENT •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 thea owner of your property# to ,act as your own contractor even though you do no have a license. You must supervise the construotlov yourself. You may build or improve a one - or two family residence 4r a form outbuilding. You may also build or improve a commercial building at a• coat cS ♦23,000.00 or less. The building must be for your u e and occupancy. It may not be built for sale or le se. If you sail or leabe more than one building y u 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 a violation of thim ememption. Your construction must be done s000r ing to building codes and zoning regulations. It is your responsibility to wake sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. I hereby acknowledge that I have read the above DISCLOSURE STATEMENT and that I comply with all the requirements for the issuance of an Owner-Builder permit. Further, affiant sayeth not. Property Ownur Sworn to and sub fribed before we is __ day i DEPARTMENT OF BUILDING 9623 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. PERMIT TO BUILD P4.10 T THIS PERMIT MUST BE POSTED ON JOB "I4- r,rICKTIC I I ! ". /07/N Date Date 1 Aoril 1 19 88a nOCACE Valuations 3,402.00 Fee$ 24.00 161 1 A 4/07/W I QCT This permit not valid until above fa has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. This is to certify that Heritage homes Of Jacksonville 8291 Normandy Blvd, Jacksonville CGCA27040 has permission to build Addition as per plans Classification Residential Zone RS«1 Owned by Patsy Dieltrick r Lot 24 Block 5 S/DRoyal Palms House No. 750 Sailfish Drive According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS j = AND FOOTINGS MUST BE IN- SPECTED N-SP CTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 1011 01 O Bu lding material,rubbish and debris zi from this work must not be plac licspace, and must be,:I e up d hauled away by eit er, 17/ or owner. t 1 , C. nil ng official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER i Address• 7 J �� L re-s 6.!7'.x/ 7-/d Mated Square Footage (S'y @ er,.sq Garage/51�edper sq f t � $ Carport/Porch @ per sq ft " $ Deck ---' , @ per sq -ft A $ @ per. sq ft. _ $ — Patio `I�II1L VALUl11ION t Z yob ' o—Enl. vaivaR61 Is t. Heinaiiider VaEaulio" ?,paper io portion there f -------------------------------------------- Total. Building Fee �y ADVIT10t1% VEMITS acid/oz FOES IEQUjiu:0 � .{ ' Filing Fee Fireplaces @ 15,00 $ Mechanical Electric/New _ __:;-:.-___.._.. _-. --------------r_r_____r___ Electric/Toil) BUILDING PEiZM r $ Septic Taik W 11M MLILit C11A M $ Well SL4ILR ItIFACI' FEE $ SWIlla ug pool WA;1M IMI'A.CT TLL $ Sign riiSC'LLCEOUS $ Water Wuwectiou $ Sewer Connection Water Meter ; Elevation Certificate' (;MUD TOTAL DUE •--rw_rr r-_-rr• • ------------ -------- ----------------- ------ -- .+. ------ ----_--'..------ �' ."------- .. CALCULATIONS--------------------------------------------- mid/or wNOTES - , 1',':1;•1 '. '� �a..•. it •'� ,. CITY OF AZT ARXIC BEACH APPLICATION 717 IM, ADDITIONS OR AL7.ER11.CIONS Ot zier � < dress -fig - � "t Pho hone(� f Ardlitect Aldress Phone Contractor rrc f 75/_ a c �i/ems,. r � dress Phone Contractors License/Certification Umbers Expiration Date Property Address ! Zoning Lot —Q?-Q Block or Wit Subdivision Valuation of Cocastruction $ 1�pe of Construction '� -' Q/ Describe Work to be Performed - Or Materials to be Used ' Present Use of Building ,-,-) e- Proposed Use of Building ] h , Flood laic Dit�etLsiotLs of New Area: 1 EA!ED _L CARAM, OR SIURAGE CAInlu 0[t I'0[t(i[ DECK PATIO YES NO NUMBER Will there be an increase in ntuber,of tALits7 V Will there be a decrease in nuiber of to ts? tf Aciy additional pluubing fixtures? : L Any new .fireplaces? SUURLT 11,k) CU[•IPLLIE SETS OF PLANS ItjCLUD G S111;. PLAN Signature . Date Signature CUNITUUCIORr v Date F LP APPR�VE� CITY OF ATLANTIC BEACH PLANNING&ZONING OFFICE (y) � r NECJ d CT APPROVED c� CITY OF ATLANTIC BEACH BUILDING OFFICE B 0 E clay � MAR 31 1988 Building and Zoning CY ra � o' i a oar G n ' O J � O jOG Ck pati z� E cu -1 �T < � A N 3 ►0 1 ^_ 1 A pp i • i i I w a - � � a '� �� v � ��� 6666 � � � � �', � � • Zb �,� � to 2 u ,. t L• y o `. �, y �• �' rb r4 g k o NA a o E c �• ti M u• o b Nc c o t� BUILDING AND ZONING INSPECTION DIVISION cCIO Z CITY OF ATLA TIC BEACH, FLORIDA Z00 P ,:EL3ECTRI AL� P`ERMIT a ` Date +tri:t`a Fee E Permit Nom` O LU Location in tI sm ftmG Between and Q This isytolcertify that CL O e u' f (Electrical Contractor) Waiter Electrician) has permission to install Electric I Construction as described herein in W a accordance with the provisions Df the Electrical Code and regulations Z of the City of Jacksonville, and ubject to the information shown on the = application, drawings and speci cations which are made a part of this 3 Y permit. M ` ' for W 0. • Type of work: astOWITUL ADDITM a SERVICE: Y WIN ROOM AIDIT164 4A V Feeders: Outlets: u Receptacles: m Switches: Incandescent- Fluorescent: Appliances: Air Conditioning: - Motors: Transformers: Signs: Miscellaneous: IF NO WORK IS DONE UNDER THIS PERMIT DURING ANY SIX ISSUED By- - MONTHS PERIOD, PERMIT Electrical l°:pe`tw°sPerviwr: BECOMES VOID. _. CITY OF ATLANTIC B ACH, FLORIDA r ✓ iy LApprMv"by A PLICATION FOR ELECTRICAL PERMIT /// 19 TO THE CHIEF ELECTRICAL INSPECTOR: DATE: � IPORTANT NOTICE: I IN CONSIDERATION OF PERMIT GIVEN FOR DOING TH WORK AS DESCRIBED IN THE FOLLOWING, WE iIEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE ITH'THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH TH ELECTRICAL REGULATIONS, CODES AND CITY OF TLANTIC BEACH ORDINANCES. Cr - L4ECTRICAL FIRM: ER ELEC R N SIGNATURE AME —ADDRESS: _ J _P/ RFD BOX LDG.SIZE G 2 —BETWEEN: f '61,W RES. APT.( 1 COMM.( I PUBLIC( ) INDUS. ( 1 NEW( 1 OLD( l REW.( 1 1 jADDITION(,,.,r' TRAILER 1 ) TEMPA SIGNS ( 1 SO. FT. SERVICE: NEW( 1 INCREASE( ) REPAI ( 1 FEE_ ;CONDUCTOR SIZE AMPS C PPER f ALUM. IITCH OR BR KER AMPS PH ` W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE SLIGHTING OUTLETS CONCEALED OPEN TOTAL (RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS, 1 31A00 AMPS. I SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. oven APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONINGCOMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. I VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS .MISCELLANEOUS - -- ..-.��� ........ VGo QM\/ s. r 001654 DEPARTMENT OF SU LDING CITY OF ATLANTIC B EACH LOCArZON INFORMATION TI'EI4M '(' NFpI >!4A'!IE31! -Adc res*a '750 SAILM114 DRIVE P t N"t r�TT A a s 1!65 " "il'I�A>I'TIC BEACH, FLORIDA 312233 T�i#.Ir 1. 1 i lull A I DESCR p T':I CIN w, C 'cru cad .Wm�x c .AI I3I'li'ICIN . L IB,�t k secticm* onstx , fi # 'At.t "ftTNUI it'1 t►t H,�v rk P SI+ aez s , tiP xFAMILY.: Sul divi 4:�OI` OY41 F 1 ► 1"l ianr�t s m o Coda m 0 OW INFORMATION t t u t ,1 X372.00 E +CLOD _a Namr x P�A9' Y ITI12 Z CIITi per c v« ► . Qt3 Ad, r+ �s :` 750 SAILFISH DRIVE 1"+ py A'TI't»ATNT C" B>F: MCH, FLORIDA 22� A NN'wrXia `ar "�rl.�.J A 'L.7 owst _ . �C k + o wo TWE rw .. F16.�ICA'iCOH FEES .— ARRR *15. 00 1* MIT PES w IR r sa` i Sol llt diNJy,on GAS 0 R VON 1'»IA ' 0 f� a e ER '�`,AF' H t)II;iAtIL IC SHARE X0. 00 ° R N1P`E+C' "FEE ! .e ' 00 oR F NO; S; 14 11 ' �,1 L r Mu C A I t I- NOTICE -ALL CONCRETE F,ORIIIE<S AND FOOTINGS MI IST BE INSPECTED BEFORE"POURING PERMIT VOID SIX MONTHS AF ER DATE OF ISSUE ' B ILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK IV UST NOT,BE PLACED IN PUBLIC SPACE,AND MAST BE C EARED UP ANDr HAULER AWAY BY EI'T'HER CONTRACTOR OR NER. FAILURE, O COMPLY �V'ITH'THE MECH NICS' LIEN LAW CAN RESULT IN THE RROP RTY C' WNER PAYING TINIGE OR SUILQING IMPROVEMENTS. m ISSUED AC.ORD NG TO APPROV,El:3 FLANS WHICH ARE PART F THIS PERMIT AND SUBJECT TO RI:'/C3CA�tON'I=t3Ft. YDLATt©N 01="AI 'LtCABLE'PROVISIONS OF LAW. AT�,ANTIG H JLlS G"DEPARTMENT. f I ' E CTTY OF AnANT c BEACH APPLICATION TO MAKE ADD ONS OR ALTERATIONS a / l owner 1 Address 1 Phone D-- Architect Address Phone Contractor Address x Phone�� J 1� Contractors License/Certification Nunbers Expiration Date Property Address S Zoning Lot Jp C Q Blcok or Unit # 5 S 1� division i ,. ___ °_ 0 0 00 Valuation of Construction $ ��� _ V___7ype of Construction Describe Work to be Performed Y r Materials to be Used_ . 4 Present Use of Building Proposed Use .of Building` Flood Zone Dimensions of New Area: la (y 0 V 8 1 y HEATED GARAGE OR STORAGE Building and Zoning CARPORT OR PORCH IECK PATIO YES NO NI&M Will there be an increase in number-of-units Will there be a decrease in number of units? / Any additional plumbing fixtures? Any new fireplaces? SU&IIT TWO Ccmn= SE OF PLANS INCL ING Signature OWNER Date Signature CONI'RACPOR Date C G PLANS REVIEW CHECK LIST Address__��D _ wner_ � ,,,,cc - ---------- - - ------------------ Legal Description ________Contractor _ _ - --/- ------------------- --- --- ------- icense Number_L' �1s ----- License on File YES NO Section 24_101 * Zoning Regulations Zoning District...��------ Proposed Use Required Lot Size ___ _____ Actual Lot Size Setbacks Required Prov ed Section 24_17 front _QQ _ �-_-_ CORNER LOT INTERIOR LOT rear side-1 Flood Zone �� �� --------- ------ -- � i Required Elevation aide-2 ----- -- -� _�5" _ Max. Height Allowed g Proposed' Height___ Section 24_82 * Minimum Lot C v_erage Required Heated Area /{T___ Proposed Area...(Zp2 Section 24_161 * Offstreet Parking Number Spaces Required__ \ __- Spaces Provided 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 City of Atlantic Beach Utilities Private Source SEPTIC TANK WELL Plans Reviewed by:--------------------- Date -------- ---------------- Building Permit #---------- ISSUED DENIED CJ sq ft 15.00 cic/l,,CoJ ' -____ --__-__-_----_-___---_-- c/Ieslio ---------- 1-1 ��ell + ---IPMACT FEE n Cco�����im� 3esv�c Cor��ec�ioo '\cLuc cT �'---- J�IssriLior� Celti�-Icatc, I[U2M, IXU,� S -------------------------------------------------- ------------------------------------------- [>���OI���IO1V3 ao�/or 0I)I7 S i t I� t i 1A i 3 I 1 1 I i 1� � ALUMINUM ONSTRUCTION Data, specifications, architectural/engineering information and drawings presented in this publication have been delineated in accordance with recogn zed professional principles and practices, and are for general information only. Suggested procedures and materials should not, therefore, be used without competent advice with respect to their suitabilit for applications other than those shown. The publication of the material contained he ein is not intended as a warranty on the part of the Aluminum Association of Florida that these stan ards are suitable for uses other than delineated, or of freedom from infringement of any patent or paten s. Any use of these standards or drawings can only be made with the understanding that the Aluminum ssociation of Florida makes no warranty of any kind respecting such use and the user assumes all liability arising therefrom. The quality,design,fabrication,and erection of luminum used in buildings or structures shall conform to good engineering practice, the provisions set forth herein, and other applicable requirements of THE STANDARD BUILDING CODE. "�� s Te ����✓ C '�0�a / 6:Aee A/ Written, Compiled, & Edited A /f by " l CTS The Engineering Committee ` r:..�.• Aluminum Associ tion of Florida, Inc. CD February, 1985 iJ CD Me bens Thomas T elski - Chairman Charles Grof Cz' `r.•t- David Live ay Ed Johns c t) �-�:-, Edward E. Ddell, P.E. A,P,P R O V E D l �: �,_�. Cl OF ATLANTIC BEACH BUILDING OFFICE DL�:2 Ems: 4 NOV '9 1989 SECTION 2801 - GENERAL REQ" UIREIAENTS 2801.1 The quality,design, fabrication, and erection of aluminum used in buildings or structures shall conform to good engineering practice,the provisions set forth herein,and other applicable requirements of THE STANDARD BUILDING CODE. 2801.2 The Building Official may require th t any structure using aluminum primary or secondary members be designed by a Professional Engineer. He may also require written calculations. 2801.3 The A.A.F ALUMINUM CONS RUCTION MANUAL (A.C.M.), The Aluminum Construction Manual, SPECIFICATIONS FOR ALUMINUM STRUCTURES, A.A., and the ALUMINUM FORMED SHEET BUILDING SHEATHING DESIGN GUIDE, A.A. are hereby adopted and set forth as the Standard. 2801.4 The principle materials to which thesespecifications apply shall be aluminum alloys registered with the A.A. 2801.5 The use of aluminum alloys, other than those registered, shall provide performance not less than those required by the Standard and as set f rth herein. 2801.6 Any specified minimum thickness of xtruded aluminum shall be the total thickness of the member including paint or protective coating anc is subject to a 10% ± mill tolerance. 2801.7 Any specified minimum thickness of z luminum coil shall be the total thickness of the sheet including paint or other protective coating and is subject to a two thousandths (0.002) of an inch mill tolerance. SECTION 2802 - DEFINITIONS Words and terms in this section are defined foi the purpose of this code only. Words and terms not &.fined herein shall be construed to be as genera ly used. A.A. - The Aluminum Association, Inc. 818 Connecticut Avenue Northwest, Washington, D.C. 20006 A.A.F. -Aluminum Association of Florida, Ini. 323 Industrial Avenue, Port Richey, FI rida 33568 A.C.M.-ALUMINUM CONSTRUCTIONMANUAL-published by the Aluminum Association of Florida, Inc. ALLOY- A macroscopically homogeneous mix ure of two or more metals fora specific result such as hardness, strength, etc. BIRDCAGE - In aluminum construction a type of screen enclosure consisting of a structural network of aluminum members with screen mesh applied to both walls and roof. Commonly called a pool cage. BONDING - The permanent joining of metal) c parts to form an electrically conductive path to it ground. CASTING - A molded piece,ol'a specific shape used as a fastening device or as a decorative section. CHAIRRAIL- A horizontal aluminum screen all component which serves the dual purpose ofwall bracing and protection of screen mesh from chair acks. CLEAT - A strip of formed or extruded aluminu used to join aluminum roof panels. This term may also refer to an extruded aluminum section placed between two roof panels to join and strengthen the panels. COLUMN - A vertical structural supporting member. DEFLECTION - The bending of a beam or any part of a structure under an applied load. EXTRUDED-A material(such as aluminum)formed into a desired shape by forcing through it Shaped opening of a die. - FASCIA - The horizontal band which faces off the edge of a roof: -- __ FREE STANDING - Refers : - - l �lfl _ .`�f' :.I1[ `"W_ !1ie '.4'I;;C}I rjOec r„j �1`_ GUSSET - A brace, plate, or angle used to connect structural members at a joint. HEADER - A horizontal framing member used to transfer roof and wall loads to bearing columns or support members. HOST STRUCTURE - A structure to which a i addition is attached. and which lends support to that addition. KICK PLATE-A metal plate or strip of other ry aterial affixed to the lower portion of a door or a screen wall to prevent damage. Sometimes referred to a a splash panel. MATING SECTIONS - Self Mating Beams ( .M.B.) - Mating posts - A term used to describe two aluminum sections designed to form a structural member when joined together. MESH DENSITY (Screen) - A term used to describe the number of strands in each direction per square inch of screen material. Most common are 18 x 14 and 20 x 20. NEC-NATIONAL ELECTRICAL CODE- ublished by the National Fire Protection Association. PAN - PANEL - ROOF PANEL - A formed section of aluminum sheet which is intended for the specific purpose of joining with other similar pa els to form a roof. The formed shape of the panel is intended to create a structural member with a specific span capability. PITCH (Roof) - The incline or slope of a roo expressed as a ratio of rise to run. POST - A vertical (upright) member which may or may not lend support to the structure. PRIMARY (Members) - Refers to those framing members on which the assembly or structure is dependent for support. PROFESSIONAL ENGINEER (P.E.) - Ond who is trained and practices in the field of structural engineering and is duly licensed, certified, and registered to do so. PURLIN - Horizontal members used primarily to maintain spacing between roof beams or trusses. SBC - STANDARD BUILDING CODE- A uilding code published by the Southern Building Code Congress International, Inc. (Latest Edition) SECONDARY(Members)-Refers to framing embers which may not lend support to a structure,but are still a part of the assembly. SHEAR or "IN SHEAR" - A term used to i idicate a fastening method in which the fasteners are installed perpendicular to the opposing forces w iich are anticipated. S.M.S. - Sheet Metal Screw. Used to fasten t o pieces of metal together. SOFFIT - The 4nderside of a roof overhangand/or the material used to cover that area. SPAN - The distance between structural supports such as walls, columns, girders, etc. SPLICE - A joint where two pieces of material are connected by overlapping, welding, or by a mechanical coupling. SPLINE - A flexible vinyl or hard plastic strip Oich fits tightly in a groove in an aluminum section for the purpose of attaching screen or another material between such sections. STRUCTURAL - Those members or sections vhich provide primary integral support to an assembly. SUPER GUTTER - An extruded aluminum section which is of sufl-tciently heavy thickness and strength to carry off rain water while providing structural end support for a beam or roof panel. TOLERANCE - An allowable variation frorr an absolute specification. VINYL ENCLOSURE - A screen enclosure nto which vinyl windows have been installed, into the original framework, to resist the entry of rain or dust. VINYL WINDOW - A panel or assembly of p inels consisting ofa rigid frame. with a translucent non- crystalline thermoplastic material, allixed to that frame in such a manner as to release from the frame in the event of'a horizontal ti indload either inward o outward at a pressure less than the effective composite strength ol'the screen wall with vinyl window fram securely affixed.These panels shall be limited in use to the enclosure of porches and areas considered to be other than habitable living space. - W IN DLOAD -The forcCS superimposed on a uilding or structure by 1-he movement olan air mass at a spec:ilied velocity. f . SECTION 2803 - WINDLOAD REQUIREMENTS S AND ALLOWABLE STRESSES 2803.1 Aluminum members shall be limited to a deflection of one sixtieth ( 1/60) of span. 2803.2 Screen walls shall be built to withstand tan (10) pounds per square foot windload inward and outward to the wall. 2803.3 Screen roofs shall be built to withstand sc cn(7)pounds per square foot windload upward and downward to the roof. 2803.4 Solid walls(including glass)shall be built o withstand twenty-five(25)pounds per square foot windload inward and outward to the wall. 2803.5 Solid aluminum roofs shall be built to wit istand twenty (20) pounds per square foot windload downward and thirty (30) pounds per square fool Nvindload (uplift) upward to the roof. 2803.6 All engineering calculations shall comply with these standards or Chapter XII, Minimum Design Loads, STANDARD BUILDING CODE, (Latest Edition), whichever is more stringent. SECTION 2804 - GENERAL CONSTRUCTION REQUIREMENTS 2804.1 The primary members of all Aluminum structures shall have a minimum of forty-four thousandths of an inch (.044") wall thickness. 2804.2 Aluminum work shall be fabricated and ar chored so that the assembly will not be distorted nor the fasteners overstressed. 2804.3 Where roof or wall cladding is of aluminum, an approved membrane to protect against water intrusion to the interior shall be provided or the aluminum cladding shall be designed and constructed with an approved continuous edge interlock, overlap or cam to prevent water intrusion. 2804.4 Splices of any aluminum structural memb r shall be adequately overlapped,gusseted,welded, or shall be spliced directly over a supporting memLer. 2804.5 The pitch (slope) of all clear span aluminum pan roofs shall be a minimum of one half/twelve('/2/12) or one half inch (1/2") fall per fjot. 2804.6 No structure shall cause a restriction of water now so as to create a water dam. 2804.7 All hollow extrusions shall be capped tc prevent intrusion and collection of water. 2804.8 The size of any screen panel shall not exci ed nine feet (9'0") on any one dimension or exceed fifty-six (56) square feet in total arca. SECTION 2805 - SCREEN ENCLOSURES WITH SCREEN ROOFS 2805.1_ Span,spacing, and height of all structural members used in construction ofscreened enclosures depends critically upon the mesh density of screen iscd. 2805.2 Maximum spans for aluminum screen ro f beams shall be in accordance with the "A.C.M." span tables or may be designed in accordance with this code by a Professional Engineer. 2805.3 Any mating beams shall be fastened together top and bottom, the fasteners shall not be more than forty-two inches(42") apart,or in accordance with manufacturers specifications, whichever is more stri. "ent. 2605.4 Roof purlins shall be placed between beans at a spacing not to exceed seven feet (TO-) on center. Purlins shall be two inch by two inch (2" x ") hollow shape with two spline grooves. 2805.5 All enclosures shall he so designed as to require the end ofthc beam that joins that screen wall to connect rigidly to the top of the wall upright. The nd of the beam shall be joined withgusset plates (minimum fifty thousandths ofan inch(.050")thickness)on both sides ofthe beam orother approved rigid fastening. In the CN'ent a beam cannot connect directly to a wall upright, the top ofthe wall section shall be designed with minimum depth ofthe beans it supports, 'acne thickness and width. All beams fastencd to tic host structure shall he fastened ,iccordin_ to details in "A.C.M." or 1'011ow good cngi ICCI-ir) 4)r,1CUC LIS._ 28 05.6 All wall sections except short walls[fiat rest on prepared masonry walls shall have a two inch by' twu inch (2" x 2") horizontal chairrail between sixteen inches ( 16") (minimum) and forty-eight inches (48") (maximum) in height above the finished floor level. This chairrail shall be properly secured either with internal or external U-channel or exterior angles. The thickness of the U-channel or exterior angles shall be a minimum of forty-four thousandths of an inch(.044"). Two sides of each end of the two inch by two inch (2"x2") horizontal extrusion shall be f stoned to prevent twisting. Chairrails fastened on one side only shall not be permitted. Internal screws may be used.. 2805.7 The minimum clearance from a deck to the under side of the roof structure shall be seven feet (7'0"). A raised roof area shall be installed on any pool with a built-in diving board. Minimum clearance will be ten feet(10'0") above the forward surface i springboard area)of the diving board. Raised roof area shall extend a minimum of twelve feet ( 12'0") in 'runt of the diving board and four feet(4'0") from each side of the center line of the diving board. The ani i1murn clearance above a slide shall be four feet(4'0") from the uppermost surface of the slide (excludi ig rails) to the underside of the roof structure. 2805.8 Corner cables or rigid diagonal braces shall be used on any wall not directly fastened to the host structure. Such cable or brace shall extend from within four inches(4") of the top of the corner post at an approximate forty-five degree (45°) angle downward along that wall. A. Where cables are used, tension shall be adjusted by the use of turnbuckles or other approved tension adjusting equipment. These sha I have a locking device to prevent loosening.This cable assembly shall he at least one thousand seven hundred fifty (1750) pounds test strength. The bottom of the corner cable shall be all xed to the slab with a minimum of three (3) each one quarter inch ( 1/4") diameter mason fasteners or two (2) each live sixteenths of an inch (5116")diameter masonry fasteners through it one eighth inch(1/8")thickness by one inch( I") width aluminum strap or other approved method of fastening. In any case where more than one masonry fastener is used,such fastener shall be spaced no less than two inches(2")apart.The top of*the corner cable shall be affixed according to details in "A.C.M." Note: Any alternate method of fastening shall be designed )y a Professional Engineer. B. Where rigid diagonal braces are u ed, the upper and lower ends of such braces shall be fastened at the junction of a horizonta and a vertical member using a gusset plate or other approved method of fastening. 2805.9 Free standing structures or those having rool'support beams with both ends resting on screen walls shall require either diagonal bracing cables, structural bracing columns, or an alternate method of bracing designed by a Professional Engineer. A. Diagonal Bracing Cables - Such •abler shall extend through or across the rool', with placement and quantity suflicicnt to ach e%e a rigid structure. Such cables and their fittings shall be at least one thousand seven hundre lifty ( 1750) pounds test strength. B. Structural Bracing Columns - Such columns shall be of three inch by three inch by one hundred twenty-five thousandths of* an inch (3"" x 3" x .125") thickness aluminum (or equivalent strength galvanized steel),sei in concrete according to concrete details in"A.C.M." and rigidly strapped and fastened to the uppermost horizontal member of the screen wall. The top of the column shall be capped top event water intrusion. 2805.10 All uprights which support beams s all be fastened to the slab by means of ninety-three thousandth of an inch(.093") thickness angles mo rated on both sides of the upright.with screws in shear. and with anchor bolts or other approved fasteneri into the masonry. (See Detail in "A.C.M."). 2805. 1 1 The screen roofol'an enclosure may be constructed in the configuration ofa gable,gambrel.or mansard with beams containing splices. These .1tinctions shall be properly gusseted with short beam sections to make a rigid A-frame or other approveil method so as riot to exert outward thrust on the wall sections. The beam span I'or roof configurations other than flat shall be determined-by the straight line di,,t Ince between the twu support points ,I' the h 11111 _ _, 2805.12 Where the screen structure is used to enclose a pool, spa,or hot tub,the aluminum contractor shad be responsible to ground (bond) the structure in compliance with NATIONAL ELECTRICAL CODE (Latest Edition). 2805.13 Every panel of screen shall be fastened s curely in place with vinyl spline so that each panel is fastened at all sides, at all purlins and chairrails, i dependent of the next panel. SECTION 2806 - SCREEN AND/OR ALUMINUM FRAMEWORK UNDER WOOD ROOFS - 2806.1 Structural aluminum uprights may be used with or without screen under wood frame roofs known as flat deck,or built-up roofs.This type roof must be supported in accordance with structural charts in "A.C.M." 2806.2 End walls that support no load can be constructed of standard screen wall framing materials. 2806.3 All aluminum posts under wood beams shall require castings or cap plates of same thickness as the post wall and to be the same size as or larger than the perimeter size of post. 2806.4 Any wood beam having a splice shall require the placement of a post at the center line of that splice. A SECTION 2807 - SCREEN AND/OR ALUMINUM FRAMEWORK USED WITH ALUMI- NUM ROOFS 2807.1 The primary members of these structures hall be extruded aluminum with a minimum of forty- four thousandths of an inch (.044") wall thickness. 2807.2 Bottom plates of screen walls shall be joined to uprights with internal screws, minimum of two (2) each, one and one half inch by number ten (I'1/ ' x #10) screws each upright section or by another approved method. 2807.3 Bottom plate shall be anchored to floor with thunderbolts or other approved anchors at least every twenty-four inches(24") on center, and one anchor within six inches (6") of each side of each upright. 2807.4 Headers of screen walls shall be joined to uprights with internal screws, minimum of two(2) each one and one half inch by number ten (I%" x #10) screws each upright section. In the event that internal screws are not used,the post shall be fastened to the header with a sixty-two thousandth of an inch by one inch (.062" x 1") aluminum strap from the p st to the header with two screws per connection in shear. When screen walls are installed under an ex sting metal roof and header, the new wall shall be throughholted or be strapped with two screws per connection in shear. 2807.5 When chairrail or splash panel (kickplate) is used the rail shall be properly soured either with internal or external U-channel or exterior angles. The thickness of the U-channel or exterior angles shall be a minimum off iffy thousandths of an inch (.050"). Not less than two sides of the two inch by two inch (2" x 2") horizontal extrusion shall be fastened ate ich end to prevent twisting. Internal screws may he used. SECTION 2808 - ALUMINUM ROOFS 2808.1 The span of alurninum roof panels shall not exceed the spans as shown in roof panel charts in "A.C.M." or if panel is not shown then shall be per calculations by a Prol7essional Engineer. according to the thickness, size, and type of panel. 2808.2 Aluminum drive cleats, when used,shall & ofequal or greater thickness than the panels used. and shall be fastened to each panel. 2808.3 All aluminum roof panels shall be fasten d to all support members (except where rail and pin systems are used) with minimum of three (3) num er eight (#8) screws with three-quarter inch (3/4") washers under each screw,or three (3) number ten(#10)self tapping screws with five-eighth inch(5/8") integral washer, per twelve inches (12") width of roof panel. 2808.4 All receivers for aluminum pan roofs fastened to masonry walls shall be fastened with one ( 1) each quarter inch (1/4") diameter approved ma onry fastener at eighteen inches (18") on center, maximum. 2808.5 All receivers for aluminum pan roofs fast ned to fascia boards or frame walls shall be fastened with one (1) number ten by one and one half inch( 10 x 1-1/2")screw per twelve inches(12")center to center, maximum. 2808.6 Aluminum roof panel receiver (box header) shall be of equal or greater thickness than the panels used. SECTION 2809 - GLASS ROOM ENCLO URES 2809.1 Where aluminum posts are used for strut rural support under a built-up roof, the minimum post size shall be two inch by two inch by ninety three thousandths of an inch(2" x 2" x .093")or two inch by three inch by seventy thousandths of an inch (2" x ' x .070") not to exceed fifty-four and one half inch (54-1/2") on center or eight feet (8'0") in height. 2809.2 Under new aluminum roofs see "A.C. ." for size and spacing of posts. . 2809.3 Under aluminum roof, if existing two inch by two inch (2" x 2") posts are used, they shall be sleeved (both sides) with one inch by two and one-eighth inch by one inch (I" x 2-1/8" x 1") U-channel (minimum forty-five thousandth of an inch(.045")thickness)continuous from header to base plate,or use other approved method of reinforcing existing posts. 2809.4 All doors shall be minimum one and a half inch (1-1/2") thick prime aluminum doors. Door glass shall conform to Chapter XXVII of the STANDARD BUILDING CODE. 2809.5 Sliding glass door enclosures shall conform to Chapter XXVII of the STANDARD BUILDING CODE. 2809.6 Electrical work as required in all glass room enclosures shall comply with requirements of NATIONAL ELECTRICAL CODE. (Latest Edition). 2809.7 Glass room enclosures built under existing sloping roofs or attached to mobile homes shall have a ceiling height of not less than seven feet (7') in at least one half of the area of the room. SECTION 2810 - VINYL WINDOWS 2810.1 Vinyl windows shall be installed according to manufacturers recommended procedures and shall follow good sound construction and engineer ng practices. 2810.2 Vinyl enclosed roorns shall not require electrical outlets. 2810.3 Framing for walls to be fitted with vinyl windows shall meet all requirements of screen wall construction under a given type of roof. SECTION 2811 - FASTENINGS 281 1.1 All fastenings, unless specified differently. shall be spaced a maximum of twenty-four inches (24") on center. 281 1.2 All receivers for aluminum pan roofs fast ned to fascia boards or frame walls shall he fastened with one ( I ) number ten by one and one half inch( 10 x 1-1/2") screw per twelve inches( 1 2"') center to center, maximum. 281 1.3 All fascia boards.supporting any alurninurn structure-shall be fastened to each rafter tail with a minimum of one( I ) number ten (# 10)screw longenough to penetrate the rafter one and-one quarter inch 1 1 1/4"). 281 1.4 Post connections shall be: A. Post to castings or one eighth inch ( 1/8") thickness angles with a minimum of two (2) number ten(#10)screws each side or one each(I)one quarter inch(1/4")diameter throughbolt. B. Castings or one eighth inch (1/8") thic ness angles to slab with a minimum of two each(2) one quarter inch (1/4") diameter anchor per post. C.- Castings or one eighth inch ( 1/8") thickness angles to wood beam with a minimum of two each (2) one quarter inch by two inch ( 1 4" x 2") lags screws per post. 2811.5 All aluminum roof panels shall be fastened to all support members(except where rail and pin systems are used) with a minimum of three (3) number eight(#8) screws with three-quarter inch(3/4") washers under each screw,or three (3) number ten(f 10) self tapping screws with five-eighth inch(5/8") integral washer, per twelve inches (12") width of roof panel 281 1.6 All receivers for aluminum pan roofs fastened to masonry walls shall be fastened with one (I) each quarter inch (1/4") diameter approved masonry fastener at eighteen inches (18") on center, maximum. 281 1.7 Concrete anchors shall be set a minimum cf three quarters of an inch(3/4")into the slab.(Deck coatings do not have required holding ability.) Fasteners shall be of sufficient length to go through the coating plus three quarters of an inch (3/4") into the slab. 281 1.8 Any fastener stripped or not holding sh 11 be replaced. 281 1.9 Base plate of screen walls shall be joined to uprights with internal screws, minimum of two(2) each one and a half inch number ten (1-1/2" x #1 ) screws each upright, or other approved method. 281 1.10 Base plate shall be anchored to floor w th thunderbolts or other approved anchors at least every twenty-four inches (24") on center, with one anchor within six inches (6") of each side of each column. 281 1.1 1 Headers of screen walls shall be joined t uprights with internal screws, minimum of two(2) each one and a half inch by number ten (1-1/2" x # 0) screws at each upright. In the event that internal screws are not used,the post shall be fastened to the h adz r with a one-sixteenth inch by one inch(1/16" x I") aluminum strap from the post to the header wit) two screws per connection in shear. When screen walls are installed under existing metal roof and head r, the new wall shall be throughbolted or be strapped wffli two screws per connection in shear. 281 1.12 All screw type fasteners shall have it hea 1. integral washer.or be provided with a washer not less than five sixteenths of an inch (5/16") diamet r. 281 1.13 All fasteners used on and in conjunctior with aluminum work covered in this code shall be painted. stainless steel, galvanized steel, coated or Mherwisc made to be corrosion resistant. SE(-TION 2812 - NON-STRUCTURAL DECKING AND SIDING 2812.1 An approved membrane to protect against waterintrusion shall be provided when installed over anv non-waterprool'surface or the aluminum cladd I ng shall be designed and constructed with an approved continuous edge interlock, overlap or scam to prevent water intrusion. 2812.2 Non-structural decking and siding shall be,ttached as set forth in S.B.C.,except that aluminum residential siding shall be attached by means of nails r staples cel'sulf icient length to penetrate studs live eighths ofan inch(5/8") minimum.The fasteners shall be to studs,maximum twenty-four inches(24")on center horizontally and not to exceed twelve inches (-12") on center vertically. 28 12.3 These products shall be installed in accordance with manufacturer's specifications and recommended procedures and other requirements contained in this Code. SECTION 2813 - INSULATION OF ALUMINUM ROOFS 2813.1 When insulation is applied to the top of an. aluminum roof, the insulative material shall be covered with a suitable product to resist the elements. Any continuous flat sheathing cover or aluminum skin shall be a minimum of nineteen thousandths (.0 19") thickness and shall be fastened at least every twelve inches(12")on center around the perimeter an I twenty-four inches(24")on center in the field with a minimum of one(1)each number eight(#8)sheet m tal screw,with a three quarter inch(3/4")diameter washer. 2813.2 Individual insulation boards shall be affixc d or enclosed to accomplish a secure placement on the roof. 2813.3 The installation of insulation or covering shall not be allowed to create"pockets" which may invite-nesting of wildlife. SECTION 2814 - UTILITY ROOMS BUILT. N UNDER ALUMINUM ROOFS 2814.1 Walls of these structures shall be designed o withstand the windload requirement of this Code Section 2803.4 (solid walls). 2814.2 Wall top cap channels, when used for roofsupport,shall be minimum forty-four thousandths of an inch (.044") thickness aluminum. SECTION 2815 - MOBILE HOME ROOF OVERS , 2815.1 All materials and fasteners shall be prop rly installed according to this code. 2815.2 Any contractor installing beam and roof cover system not covered by Charts and Tables contained in "A.C.M." shall provide engineering f6i the system used. 2815.3 Roof materials used for roof overs shall be fastened to the sub-structure on the perimeter and cent-r supports every four inches (4") with a minimum of one (1) each number eight (#8) sheet metal scre with a three quarter inch (3/4") washer ora number ten (#10) screw with integral-washer. 2815.4 All plumbing and mechanical vents shall be extended through the new roof and properly flashed to provide adequate drainage. 2815.5 All gable type roofs with more than four inches (4") dead air space shall be vented. SECTION 2816 - DISSIMILAR MATERIAL 2816.1 Aluminum may contact compatible metal such as, but not limited to: A. Non-magnetic stainless steel. B. Zinc. (Galvanized Steel) C. White bronze. 2816.2 Aluminum contacting metals not considered compatible shall be protected as follows: A. Painting the non-compatible metal wit a prime coat of zinc chromate primer or other suitable primer, followed by two coats of paint or other suitable protective coating, excluding those containing lead pigmentation. B. Painting the non-compatible metal with a coating of a heavy bodied bituminous paint. C. Placing a good quality caulking materia 1 between the aluminum and the non-compatible metal. D. Applying a non-absorptive tape or gasl et. E. -H6t'dip-galvanizing or zinc plating Steil members before fabrication. 2816.3 Aluminum surfaces of load bearing members set in concrete,or other masonry materials, shall be protected with alkali resistant coatings, such as heavy bodied bituminous paint. SECTION 2817 - FOUNDATIONS AND GROUND SLABS FOR ALUMINUM STRUC- TURES 2817.1 The.thickness of concrete floor slabs poured directly on the ground shall not be less than three and a half inches (3-1/2"). An approved vapor barrier shall be installed underneath the slab. AH slabs shall have six inch by six inch by number ten(6"x 6"x # 10)wire mesh and be on vegetation or debris free compacted soil. 2817.2 Concrete slabs used in conjunction with all aluminum framed screen rooms,glass rooms,patio covers,utility sheds,and attached carports with aluminum roofs shall not require a footing,unless a partial masonry wall is to rest on the slab. 2817.3 In the event a ground slab is on (ill above grade, a haunch or bell footer shall be in virgin soil or properly compacted fill around the perimeter. .28 17A Maximum height of four inch by four inch by sixteen inch (4" x 4" x 16")deco blocks used as perimeter wall on raised slabs shall be thirty-two riches (32") above grade. 2817.5 Footers for raised slabs shall be twelve inches (12") wide by six inches (x 6") deep, below grade, and with one(I) number five (#5) rod contir uous. Raised slabs shall be on compacted fill with six inch by six inch by number ten (6" x 6" x #10) wire,mesh and an approved vapor barrier. Concrete shall be a minimum of three and a half inches (3-1/2") thick. 2817.6 Where no concrete slab is to be used fora screen enclosure or patio cover, a six inch(6") wide by twelve inch(x 12")deep continuous curbing with one(1) number five(#5) rod may be used. This curb shall be minimum of six inches (6") into virgin so 1. 2817.7 Free-standing carports shall have all posts set in concrete piers minimum twelve inches (12") diameter by twenty-four inches(24")deep. The pos shall have a rod, plate,or flange securely attached in such a manner as to prevent slippage. 2817.8 All concrete used shall have a minimum compressive strength of twenty-five hundred pounds per square inch (2500 P.S.I.) at twenty-eight (28) days. 2817.9 All structural steel (including welded wi e mesh and reinforcing bars) shall have a minimum tensile strength of twenty-four thousand pounds per square inch (24,000 P.S.I.). 1 " X 2" OPEN BACK I"X 2" oPEN c�cK Ak_inY X0062.-TS A. -- - - - \Vr 2-60 /LF 2 . 14 E;"/4- S 0. 142-5"/3 C PA G QG -+ SiN TINE61.-ss Ram SP/.G N b '30i" PMR S,F• "74* PSR- —o-Pr- to+� PB S, F. 7-616p�R S.F. 7 42 31- 2�� � r •c 1 �t � n 22- 4Y J WARNING: These drawings are intended as a minimum guideline to normal,props sta118tion• EP 0 2 198! Particular application or local odes may require review by a professional engineer..S DATE: ASf10/84 G SECTION: iM Extrusion Charts PACE: �f rt0a��� 1 . — Not to be reproduced in whole or in part without written permission ALL RIGHTS RESERVED: __- - - j;nR.T}{r �+,I ��'�t1.":'_'ti' 1SSOCIAT[0."� OF FLORIDA,1",:C f 2" X 2" Flatio Beam 2 x 2PAT 10 E35-1 C.6 3 TS A 41z 5.1. \VT a�. L133j1/4- S X O, 21-s?, .o4c 2.C> !SeA'=1 W(51 \VA Lt— 'SoD L 10 \V A L-1- --!;C>—LI o F 7# PER 5, 10*t F ER S1 F. 2_54:t IvIgp 5, F, 3o-p PEI2 S, F _.. —4- 7L 6' 51 81_0 Co• �11 ,�I_ a' 3'- lo' 3 - G 7I G1_IQ, 51 11 �,—S,( �,—4-0 ,¢,I 2'- 1,1' r .. Z,--1 WARNING: These drawings are intended&i a minimum guideline to normal,pr er installation. ' Particular application or local des may require review by a professional engineeSEP 0 2 1987 DATE: . 10/84 i = SECTION: - Extrusion Charts PACE: N,)f to ,)rn ed it hale ori ATF j7T _Tt� rCT� K , t 2" X 7" SELFMATING TING BEAM + 1 2'X7" SELF--HATING 5E-FAH I i ALL-0y CooG3.76,:, I .Zbo } N ,oho A — -- wr = 2. 14 Ilk _ I = 17, 139 "14- Is X '/4- Sx= 4.89 '/3 SPACI NG + S I AN TAESI_X:_: SPACING ty--gi5Et4 Root. SCjt.EaIJ \v u. souv \VAt.` �u R-11-5c"",-7# PE P- S. V. IC"' PSR S,F. Z'5.0 Pte. S.F, 30# P GL- S.� 4' 4z'- 9'' 351- Zz-B" zo - e 29'- " l 51- 7 r G'-d1 14' -7" 101 271- 0• 22!'- 1+1- + X31- 6` WARNING: These drawings are intended as a minimum guideline to normal,proler installation sEP O 1967 Particular application or local cod!s may require review by a professional engineer) ASJ� DATE: 10/84 o SEMON: Extrusion Charts PAGE: �Ff1091��' 7 2" X 7" S.M.B. INITH INSERT oG o t \V rTi-A I N SE>Zi' " b,1 GO G 3T60 0-7 6 O o _ N Z,501 WT Z. 13 # /L, F. Z = Z I• &9'1 /4 SPACING 4- -SAR -TkBLZ S PA\G N G E?.1 R,v0 SGjtG E!J So L1 c WA So t-.i O R,t` -7# PE R S, F ICS* Pea- Z'S4 PMSL S.F. 3<E? Pr-Q- 5, F, 3 956! -9' 47 1- 49�-2' 4�- ZG'-o" Z3' -9" 5' 44'- Z4'- :9 Z I'_ 3" G� ��' Z" 33'-G 2 ►'-'s' 11�- 42 71 171- + 1•. 1 0' 31 I-o'' 2G'- '� Stt These drawings are intended as a minimum guideline to normal,proper installation.' WARNING: Particular application or local codes may require review by a professional engineerSEP 0 2 1987 DATE: , i 10/84 i = SECTION: Extrusion Charts OF 110110! PAGE- 8 ALL RIGHTS RE S E RV E D: Not to he reprod iced in whole or in part without written Permission INTERLOCKING ROOF PANS ROOF PAN CALLOY 3003 H-I(o) PAN -THICKNESS Sx N%X, SPIN e WIND VELOCITIES SHOWN 100MPN 110 MPH IZOMPF{ -3� INTE.R.LIXJCING PJ.NEL .O 2 e45o�i i 31_-4- 02s z 03z rob% 2° I r.l-rER.Lo cK I N G PANEL._ NOTE: PAW=- MAY GVEP-�Aa►.I(2t 1/5 OF SI PLE SPAt4, SPANS MAY ME INCRF_ASEp 2Q6 f�R EACH IZ" OF OVE"A'WG UP TO caNSULT AN Et4G IN EER FotZ GQ.f-ATtR OVEPLHANG." WARNING: hese drawings are intended as inimum guideline to normal,proper installation. Particular application or local code. may require review by a professional engineer,SEP 0 2 1987 DATE_: 10/84 SEC'Fl0N: Roof Panels PAGE: 2 A L JZT � ����j ��'���: Not to hp rrproc aced in�.�hole or in pirt�.��ah ;,�,; i SLAB ON GRADE Aluminum Screen Rooms, Glass Rooms, Patio Covers and Carports- ' f 01 i < I i � SCG" Io/!O 1NEl��\�11P,E t'1QSf� �i1111=i1�� 1 I�I � II I - III I fll II III II► ��� � 9ogo � of"TlM1JM [�SfT'Y �*f • These drawings are intended as a m inimuguideline to normal,proper installation WARNING: c� Particular application or local cod may require review by a professional engineer'.SEP O (� 1987 ASSOci DATE:, I 10/84 = SECTION: — Concrete PACE: 1 ALL RIGHTS RE SEP �H D: Not to bar repro._,.d .whole or ir,pnrt with �r oa[nett^n�ermivsi_nn - 1 , t CONTINUOUS WALL FOOTING For Aluminum Enclosures with Solid Aluminum Roofs j I I� � o• o a•. III I 2-1 ® a �a� _= I I � � I(�I_ a a l I _ C avm N,Uol.ls 8.. LwoSTU 2j-::�D 5cJ1 L OQ czN PAS 7n 9(:qc. Q) rihUM DC1l5MY r IL.t- WARNING' These drawings are intended s a minimum guideline to normal.proper installation. Particular application or local codes may require review by a professional engineer. p 2 1987 DATE; 10/84 S - SECTION: Concrete PAGE: 2 Not ItoU i._, n whole r, ..i,,.� � .._, r ,c..,r e �� r.,r hr I �l+s � r „�-r CONTINUOUS WALL FOOTING For Aluminum Screen Enclosures I _ � � ^ . `• IIT III - II 1111 . . • , III Il �ll� N IIIIE = III CotJTI 1J V O 115 '` a I �a UNr—)►ST-u(Z-13-r—D I V 02 GJMPACT-5D To 9 0 c%D <) TIM LJ P1 X15 R-Y -F1 LL J WARNING: These drawings are intended as a inimum guideline to normal,proper installation. nr Particular application or local codes may require review by a professional engineer.SEP O 1987 J� ASsO DATE: 10/84 r 8 SECTION: Concrete �FfIOR\0� PACE: 3 Not to tie rept duced in whole or in pert without written perrni,sion :ALL RIGHTS RF.SE,R` FD: _ .. CAR ORT (Attached) A,TTW-H To MuISTING I ; W z 4 ( ti QALUM I N M E S �l FA qn, s � I W -Now-z( P A a I r u � E N C-f�E EDGE 6FJ�N S+Pp�J 2.1.0-A r1 c�+nrt I�vE� TESTAL I E N GTt•I \/ Q E5 7`Y P I CAL_ RM M BEW TY PI G.4l_ P,.N TO \VA LL �NN>=c�'IoN cs�.1u�'1oN HINIMU" Prrcu 12„ I/z„ I �. EXTTZU,PED OR OP'r. 6RAY,E, pe--PT. 'z ft�Rr� Sc T�GfJ � P�.NELS PAI.IElS ATrAcH To EDGE A1TAC44 PANEtS) �V3--Oftp(V2” b1 11 r1 SEAM \V/3i*6 X Vz" SGtLSw� x�\vs Cot_ur1K NJo �.�" DIA. \vasuE2s SFS pu.IrilNlll-t GIDE Sr�tON TA5LE C2 PE M- L/lLN IZ'' P�.N Z�v�trot PRAp�sz. T' WNGS, PI,- 2 Z- ��4n 4S �R11-L'ALTS E TN I s \\MSNERS. d CUT CjO L U M N TH¢U- CA<Sr ALUM. SASE. \V/z 1142' Amo goL-T- . X10 - CcJ�Co \VIRE ME:t 'r h PI►Q�D F I LL - PA 2 P�4,R21 EP- WARNING: T hese drawings are intended as minimum guideline to normal.pro r installation. Particular application or local co es may require review by a professional engineer. EP O 2 198/7 PJM ASspc DAT'$: .10/84 i SEC-170N: Carport OF FIOR�OP PAGE: ScreeiIi Room (With Alu intim Roan HF—=AC)62 RELEI�(E moor- PM �. !I tP�LST1�r+r.� i /'tJ< I1.1JH. Co 6ax--T ALL- Zed e F+ca2t � 2 X Z,. -VAU N thlx tz 1"XZ�D.B. 1�tdc�o2>=p e✓/'T'- , UaA19. r7.k1L_ CONRECts T�dt L-.ErS ® z4"O.C. \,//1" )L I" X Z L.s oft I2L .S r'' Z6X2" • SC��V s -IL7Z" 'kz at4 t WPRJGwr) # lax I�z° SC.R�W l"x. o.6• a=n�H PLA'Te %V/ Y MAI( . Z4" o,c. 4 /U•ICt{oQS (M.Z4"O.C.t j WITHIN G"ofr upe4c.- i I n , G t i.. d .i G 14A 12 2A I L- C�ICN NEQI-ONALTE2NA-nVt--S (Paz GNAp 3= See— 25033 I , INTI:KTW.1_ 2s\ -3, It�1�RNAL "U''G11�NNL'} Z. EXMr44114— "U,CHANNEL d, EX'T>=RNA ., /WEst� WARNING: These drawings are intended as a minimum guideline to normal,proper installetign. Particular application or local codes may require review by a professional engineer•.SEP 0 2 1987 DATFr: • " 10/84 SF.0 i ON: Screen _.. .��fIOP��� ! PAG9: ALL RIGHTS RESERVED Not to he ,pi oduced in whole.rr in part without written permission from THEALUMINUM ASSOf'IATION OF F'LOFUUA.IXt`,. EDGE BEAM & POST SPAN TABLE C-1 (Attached Roofs Only) HAXIHUrt GLEAZ BEAM SPANS . CONT. s I z E EDGF- BEAM fRD2 RiC0SPM S BE ww S+�J,Pfs 1131 I2' 1.4' 15' I G' No. OF BASE AK<:H0P-S Z"x Z" x .o4o" 4'-Id' x 2"x.040 RD SrS S1-Io' -4 -1" 51-0" \V/ ZI%t°� I=L� QST n u u 4 4.1 t u \V/ Z i�z x.3 x .oGs S-5 S-d -� -'S � -3 Z' K 4" S.N, 1 10'-o" 191_ 11. . Z�•X �jl ►C .050 02 Z x4 fin, �INs>�r IZ-o 11-o io-I �I-8 "� 3''x3'' RAST �'�MIN. C�F 2-" 4 S.M. gEAH I-a:-3' I Z-I" I I'-3 to-3" 1 0-a' 4- - 1/4" GCLT-5 S.M. BSM 2o'-c�1 i8'3" IGS-d�� 15'-8't 3x3 F,--,sr�/HIN, of S,M. BEAM ZZ-e" Z.01-16 I`I�- M la�-8' 1 1V/I N5EP-T Z—A''a' At4C44 oa- r [3Fo.r-t 17t a" I(o�-o . 14�-I 14,-4�� 14'-o.. I Ge-kH 16%2" 141-ei" SN A P ¢,, \1/�SNAP WARNING: These drawings are intended as a minimum guideline to normal,proper installation Particular application or local co es may require review by a professional engineer ASs� DATE i o SECTION: _ Carport -- �FR��a PAGE: fIO 2 _ to! .i , .n , :art kl •.i-, , `nr a a ,. tt/ouc S • ; �'/3 3p/6-o/boar t notice of Commencement (PREPARE IN DUPLICATE) To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of property %2?!� l---__-__610 -------------------------------------- General description of improvements ---&ttta.--_Ca v* 2,c f t,. ------------------------------------------------------------ ----------------------------------------------- _r-_ r21c Owner I-4r�-�-----��------p l----------H------- Address ----7-5-Q------ -L i---r►S�---- ------------An---BeAc.ti------------- Owner's interest in site of the improvement _---.-_--------__ ----------------------------- Fee Simple Title holder (if other than owner) ----_--.-------. ----------------------------------------------. Name ----------------------------------------------------- ----------- ------------------------------------ Address --------------------------------------------------- Contractor ------5-F__Alm---------------------------------- _------ Address ------------------------------------------------------- Surety (if any) -------------------------------------------- -------------------------------------•---------- Address ------------------------------------------------ ----------------Amount of bond $--------------- Name and address of any person making a loan for the construction o the improvements. Name -------------------------------------------------- -------------------------------------------- Address -------------------------------------------•-----------------•----------------------- ----------------- Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name ---------------------------------- ------------------------------------------------ Address ------------------------------------------------- - In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as _ provided in Section 713.06 [2] [b], Florida Statutes. (Fill in at Owner's option). Name ----------------------------------------------------- ----------------------------------------------- f L-U I' D • 0013 301"1600 I Mite of Commenceffient (PREPARE IN DUPLICATE) To whom it may concern: The undersigned hereby informs you that Improvements will be made to certain reel property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of property512_2a� -__4_q��4 p w ?A D__..1`-P Q --------------------------------------------------------------------------------------- ----------------------------------------------------- -- - - ---- ----------------------------------------- General ---------------- ------------------General description of improvement ___lQr_�..__�'_____ i -----------------------------------------------------•--- -------------------------------------------------- Owner ---------�1�T�- ----�-----1-p(�j 7"12 C --- -------------------------------------------------- ------ ------ Address � 141 � _"'J'1 S� D!Z-----------4TL /.3BAGh Owner's interest in site of the improvement __--.-__-_-.__ _______________________________________________ Fee Simple Title holder (if other than owner) _--____.-___ _________________________________________________. Name ---------------------------- --------------------- -...--------------------------- ---------------------- Address ---------.... -- -_... .. -- =--- ---------------------------------------- Contractor ------ F__Af2�-------- --------------------- -....---------------------------- Address ------------------------ --------------------•- ---•---------------------------------- Surety (if any) ------------------- --------------------- -------------------------------- Address ------------------------------------------------------------------Amount of bond # f------------- Name and address of any person making`,a loan for the constructio of the improvements. Name -------------------------------------------------- -------------------------------------- -------------- Address ----------------------- -------- ------------------------- -------------- ----------------- Name of person within the State of Florida, other than himself, d ignated by owner upon whom notices or odxT documents may be served: - Name -------------------------------------------------- ---------------------------------- ------------ Address ------------------------- -------------------- •----------------------- In addition to himself, owner designates the following person to receive a copy of the Lienoel Notice as provided in Section 713.06 (2) [b],Florida Statutes. (Fill in at Owner's option). Name ----------------------------- -------------------- ------------------------------------------------- I Address ---------------------------------------------- -------------------------------------------------- 5 rgl 1 FIs ' 4 i t I t. i t DO � I C TY AP ROVE [ ,:- I OF TLANTIC BE C H Bull- INGOFFIC 1'0V 19891 Nov Gam' �► Building- and �onmg, ,'; ti 7AT5,/ D m 75-6 F s h�;-- II . I ,lo sp I j I CITY p AR �T � dACH ` BUILDING OFFrp i NOV 198 c.l� CITY OF Office of Building Official 14 REQUEST FOR SPECTs N Date � � y� it o. Time A.M. 'N`� Received P.M. v District No. Job Addres Locality A Owner's Name Contractor BUILDING CONCRETE ELECTRICALLUMRING MECHANICAL Framing pr-, Footing ❑ Rough Wiring L`i/ -ug h ❑ Air.Cond.& &;i,'Re Roofing El Slab Ll Temp Pole ❑ op Out � Heating Lintel ❑ Final ❑ ewer ❑ Fire Place ❑ READY FOR IN Pr e Pre Fab Mon. Tues. Wed. Friday Inspection Made 'A.K. RIV. Inspector Final Inspection❑ Certificate of Occupancy Date CITY OF Office of Building Official REQUEST FO SPECTI N Date 0 V � Permit 4o. �n Time ?yO A.M. Received'? P.M. District No. Job Address cality Owner's Name �_%C�tY7 C Contractor e BUILDING CONCRETE ELECTRICAL LUMBING ME HANICAL Framing ❑ Footing ClRough Wiring Elough 1:1 Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ op Out ❑ Heating Lintel ❑ Final 11ewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made A' Inspector IF inal Inspection certificate of Occupancy date CITY OF t-'L Office of Building Official REQUEST FOR INSPECTION Date �uL/ Permit qo. Time A.M. Received P.M. -District No. Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL LUMBING MECHANICAL Framing ❑ Footing Rough Wiring ❑ lough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ op Out ❑ Heating Lintel ❑ Final 'ewer C Fire Place ❑ READY FOR INSPE Pre Fab Mon. Tues. Wed. Thurs. Friday P.M. Inspection Made RIv. Inspector inal Inspection❑ ertificate of Occupancy ate CITY OF Office of Building Official REQUEST FOR INSPECTION Date `S O Yfa Permit 4o. Time A.M. Received T—P.M. District No. s� Job Address Locality Owner's Name Contractor _ BUILDING CONCRETE ELECTRICAL LUMBIN MECHANICAL Framing ElFooting 11Rough Wiring Clough 1:1 Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ op Out Heating Lintel Final ❑ ewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. Wed Thurs. Friday P.M. Inspection Made 2 Inspector inal Inspection❑ ertificate of Occupancy ate CITY OF Office of Building Official //-- REQUEST FOR INSPECTION Date ''�CIJ Permit qo� Time RecA.M. ei P.M. District No. Job Addas Locality Owner's / /1 Name Contractor G"(' BUILDING CRETE ELECTRICAL LUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ 3ough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑/ op Out ❑ Heating Lintel ❑ Final 3ewer ❑ Fire Place ❑ READY FOR INS Pre Fab Mon. Tues. Wed. Thurs. Friday PM, Inspection Made P M. Inspector Final Inspection❑ ertificate of Occupancy ate a BUILDING AND ZONING INSPEC TIM DIVISION 4 :37s CITY OF ATLANTIC BEACH, FLOR DA Z y RECTR I CAL PERMIT Dote # t �. FeePer$ �a ,.. m ifN � ' Location I Betwe41 r en and a a This is to certify'that 4 VA (Electritgk Cantrottor}: Was r Etectrition) has permission to install Electrical Construction as de cribed herein in accordance with the;provisions of the Electrical Cod ' and regulations of the City of Jacksonville, and subject to the informot n shown on the W " rc' application, drawings and specifications which ore mole a part of this 3 permit. for sont 3 3 Type of work: , SERVICE: 4 _Feeders. H - w Outlets: 0 Receptacles: 0 Switches: m Incandescent: _ Fluorescent Appliances: Air Conditioning: Motonr Transformers: Signs; Miscollone"s: if`N0WW0RK='.IS.DONE UNDER THfS IsEMIT DURING ANY SIX ISSUED fiY: MONTHS-PERI00, PERMIT,, Electrtta!t�spec+zbh-� �I BECOMES VOID..._ j I a -JURISDE TION �t--j E OF �iIL INCA t7- V--ILIAL This building has been inspected cand '�. , r C,to ❑ General Construction ❑ Concrete, Masonry and F=inish Cement Work ❑ Lathing ❑ Mastering ❑ Elevators ❑ Plumbing ❑ Mechanical Work ❑ Electric Wiring ❑ Gas Piping Please correct as noted below blafore any further wort: is done. C-I 4j Date inspector DETACH and Bring this F rlion of Card With You. Location: Date - -- s?i TIONf FGRNI400.7? ,r 6 __ �._ _ ____.__ _.___ S, ; OR i d CITY OF ATLA TIC BEACH 800 SEMINO E ROAD ATLANTIC BEACH, FLORIDA 32233 j, INSPECTION PHONF LINE 247-5826 'Application Number . . . . . 02-00024926 Date 10/02/02 Property Address . . . . . . 750 SAILFISH DR Tenant nbr�-name . . . . . . VINYL SOFFIT ApplicatioA description . . I. SIDING Property Zoning . . . . . . . TC BE UPDATED Application valuation . I. . . 2450 Owner Contractor ------------------------ ------------------------ J,MWSON, BRIAN WHEELER ENTERPRISES jj0 SAILFISH DRIVE 8308 BLAZING STAR RD ,,ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32210 (904) 465-5042 ------------------------------------- ------------------------------------- Permit BUILDING PE MIT Additional desc INSTALL VINNL SOFFIT Pgrmit Fee . . . . 25 . 00 Plan Check Fee 12 . 5p Igsue Date . . . . Valuation . I. . . 2450 Fee summary Charged Paid Credited Due Permit Fee Total 25 . 00 25 . 00 . 00 . 00 Plan Check Total 12 .50 12 .50 . 00 . 00 Grand Total 37 .50 37 .50 . 00 .00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST OT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED Up AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER, "FAILI. E TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR ING IMI,ROVFMENTS"ISSUED ACCORDING TO WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION O ON FOR VIOLATION OF APPLICABLE PROVISIONS OF LOAW. PLANS R BUILDJ'�44z`OFFICIAL CT 2__�7 . I LA i City 01 R.tiumli,. Beach City of Atlantic Beach • 800 Seminole Road •Atlantic Beach,Florikj8dAiWdZoning Phone: (904)247-5800 FAX (904)247-5805 http://www/ei.atlantic-beach.fl.us BUILDING PERMIT APPLICATION ` FOR SINGLE-FAMILY OR TWO-FAMIL (DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTIO , REMODEL-, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) DATE Z,2�' JO��IB--`5SS� SS 0jacT /L-/ ADDRESS 7.1 p �/� �/s�✓ PHONE: /�1% �l 07 elk LEGAL DESCRIPTION: BLOCKNUMBERLOT ER ZONING DISTRICT CONTRACTOR 14 +�� r s' STATE LICENSE NUMBER /7,rO/f9 V ADDRESS CJ7 'r � PHONEg7er/ _ r\\fCIT zip TATE ZIP 3�Z / Z7 FAX `7 YVI 76"?1-/. lROVED DESCRIBE PROPOSED USE AND WORK TO BE DONE Jp PTLAt4T1C BEACH $UILDIN PRESENT USE OF LAND OR BUILDING(S) le, 51 VALUATION OF PROPOSED CONSTRUCTION Z Is this an addition? 1VJ If yes,what are the dimensions of the added space: ee Will the added area be heated and cooled? N electrical or increase in service? New plumbing fixtures? New fireplace? New heating/air conditioning? Is approval or Homeowner's Association or other private entity required? If yes,please submit with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELIE VATION, SITE GRADE OR ANY USE OF FILL MATFeRIAL? NO._Applicant certifies that no change in site grade or fill i naterial will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order tc correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Wor to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written vc rification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 6/18/02 1 STEP 3. Please submit Energy Code Forms,Notice of Cornmencement,O er/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is I cated at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic . Beach,FL 32233 Telephone:(904)247-5826 In addition to construction and engineering detail, plans must contain the fol owing information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances a id the legal description. 2. Location of all structures,temporary and permanent,including setbacks,bu ding height,number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH T IS APPLICATION IS CORRECT. SIGNATURE OF OWNER - L--DATE, Z 7 i I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS PPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING F A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,ST TE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONST UCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS P RMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPP RTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. ' �, ---- DATE SIGNATURE OF CONTRACT '"'/ ' ADDRESS AND CONTACT INFORMATI N PERSON TO CEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME MAILING ADDRESS PHONE FAX E-MAIL SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF STATE OF FLORIDA,COUNTY OF DUVAL n aptyl4,.r,LORIAJ.CASIERUNE-McLAUGHLI OTARY'S SIG ATURE MY COMMISSION t#CC 976739 ?� 0 EXPIRES:December 8,2oo4m Personally wn AS TO O WNER: 1-e 0 NOTARY F.Nagy servfoe a swdtrp i,x, produced idei ktification Type of ident fication produced AS TOPersonally wn ti Y ay•. JENNIFER SCHWMR ❑ Produced idei tification MY COMMISSION#DD 121301 Type of ident fication produced EXPIRES:May 27 2006 •���h�`,` Bonded Thru Notary Public Underwriters 6/18/02 CITY OF ATLANTIC EACH DEPARTMENT OF UILDING 800 SENNOLE ROAD-ATLANTIC BEACH,FL -TEL: 2475826-FAX: 247.5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24236 Add 750 SAILFISH DRIVE Permit Type: CARPORT ATLANTIC BEACH, FL 32233 Class of Work: ADDITION To nship: Range: Book: Proposed Use: SINGLE FAMILY Lo ): Block: Section: Square Feet: Su division: ROYAL PALMS Est.Value: Pa 1 Number: Improv. Cost: 8,810.00 OWNER INFORMATION Date Issued: 6110/2002 me: JOHNSON, BRIAN Total-Fees: 83.00 Ad ress: 750 SAILFISH DRIVE Amount Paid: 83.00 ATLANTIC BEACH, FL 32233 Date Paid: 6/10/2002 - .000)000-00W Work Desc: ALUMINUM CARPORT CONTRACTORS CATION FEES SCHNORR HOME IMPROVEM � l U 83.00 .x ys . � g�� � 5 a'P✓`�"�I,.'. 4 F tvGs ti at k -19 21 ^ ��, � fir+' �.' "j� � t� •k1Y.� NOTIC ION 4 BUILDING MATERIA ' SPACE,AND MUST BE CLEARED 'f3'1fi'f "FAILURE TO COMP L IN THE PROPERTY OWNER PA ISSUED ACCORDING TO APPRO AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PRO ' Abts: 6/1* t h RaewilwL so: 6M5 ATLANTIC BEACH B ILDING 10111iiIKi�221 LDIMG 1 883.00 759 SIMS OR Q CEW 22575 8186.00 irfAm Me: 6/10182 Tire: 16:47:18 i CITY OF ATLANTIC BEACH PERM T CALCULATION SHEET Address �C Date Heated Square Footage@ $ per sq ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch @ S per sq ft = S Deck S� �� @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: Total Valuation 1st $ °° Remaining Value $ per thousand 6'r portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ 2 ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METE /TAP $ CAPITAL IM ROVEMENT $ SEWER TAP $ ( ) RADO (HRS) . 0050 $ SECTION H EAVING ( ) $ HYDRAULIC E.HARES $ CROSS CONNECTION S ( ) SURCHARGE . 0050 $ OTHER $ v 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: RECEIVED : N JUN 3 inn? City of Atlantic 8oacM 4 I City of Atlantic Beach 800 Seminole Road. antic Beach,Florida 9�fidia snd Zoning Phone: (904) 247-5800 FAX (904)247-5805 http://www/ei.atlantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY(DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTIO ,REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) i DATE J .3 L - 02, JOB ADD cS 5 ` .33 OU'1 '�c�7� tY1 APPLICANT ADDRESSrf PHONE: 67 w :R 7 '5- r'r LEGAL DESCRIPTION: BLOCK NUMBER J LOT ER o ZONING DISTRICT —{ CONTRACTOR Philip D. Schnorr STATE LICENSE NUMBER CR-C041028 ADDRESS 6928 Phillips Pkwy Dr. N. PHONE 26.2-1517 CITY Jacksonville STATE F1 . ZIP 32256 FAX 262-1436 DESCRIBE PROPOSED USE AND WORK TO BE DONE 111Uen1t4 PRESENT USE OF LAND OR BUILDINGS) R-es,,cKez-6q11 VALUATION OF PROPOSED CONSTRUCTION -97 ao 1 Is this an addition? 1 e S If yes, what are the dimensions o the added space: feet by ,y„ feet Will the added area be heated and cooled? Al0 Ne electrical or increase in service? /U 0 New plumbing fixtures? N/A New fireplace? N/A New heating/air conditioning? Is approval or Homeowner's Association or other private entity required �. If yes,please submit with this application. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proF osed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5 17. In order to correctly verify zoning designation,please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey is required. (If not required, writtn verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper ne,Atlantic Beach,FL 32233 Telephone: (904)247-5834 02/28/02 STEP 3. Please submit Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four (4) complete sets of construction plans to the Building Department,, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach, FL 32233 Telephone: 904)247-5826 In addition to construction and engineering detail, plans must contain the ollowing information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all requ' ed information in a clear and legible manner. 1. Current survey showing the property boundary with be gs and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses' 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works, a pre-co 'is' truction'topographical survey. 5. Any significant environmental features, including any j 'sdictional wetlands, CCCL, natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual a'plications. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WI H THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER DATE I HEREBY CERTIFY T HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WELL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. TIIE GRANTING Of A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STA E OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRI i JCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PE IT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTOR DATE " -3 l ADDRESS AND CONTACT INF ORMA ION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) 1 NAME K vt o o w . �r t r ti S MAILING ADDRESS go? h /r` S kcJ !^. `CS h v l PHONE o� �S-/7 FAXy7�/ 3(0 E-MAIL SWORN AND SUBSCRIBED BEFORE ME THIS 31 DAY OF STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGN TURE AS TO OWNER: ❑ Personally kno ❑ Produced identi kation Type of identifi ation produced AS TO CONTRACTOR: 19 Personally kno V KENNE"A.CHASTAIN ❑ Produced identi kation ron� o1v#cc sn437 Type of identifi ation producof Jan 14.2005 j4*0,,aw,apv Ft nary ppm&Bowing. 02/28/02 RECEIVED vnp CITY OF ATLANTIC BEACH Cit PERMIT APPLICATION REMODEL, ADDITIONS, OR glanZoning �� Ch MOVING, DM?OLI SONS I � I Owner(s) l O S Address: 76OselfsA h" Pho e: Lot # 070 Block or Unit 4r Subdivisi n::l Rot" Contractor: r+j 0-20ofeI._i--lii t"a e-WeAtS f r -2Q� g State License 4h Address :6y�?� �G��1/T 1Y. Lm. R)" Phcne I'No: 126c2 /tel Ci z ' i—acktSDrtyillr State Cede J'2 Describe work to be done: A01" i resent use of buildina: '/aluation of Proposed Construction: ' I Procosed use: Caw pov-6 I -..is an adci-ion? yCS C,. _= yes, what ar .he dimensions or the added recce -. X c2 7 N1' _ the a Ged area be heate� and I cco_ed? IVO New electrical (or increase) iv o New plumbing �_Xtures�'(/ New f- reLJlaCe?�''ew -ent/AC? /(O i SUBMIT THREE (COMMERCIAL) TWO (RESIDENTIAL) LETE SETS OF PLANS, INCLUDING SITE PLAN SURVEY ENERGY CODE FORMS, NOTICE OF COrIMENC EENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTR TOR. S,o-:ature OWNER: A;10�1gate: Siar.ature CONTRACTOR: ( ate: Yl2z (�YJ Sworn to and subscribed before me this day of A-{jr-,I 9p2 oU Z NOTARY PU LC STATE OF FLORIDA AT LARGE KENNETH A.CHASTAIN MY r 0MM4&'4<)N of CC 972437 �Of f�� �XPTRrc Jan 71.21105 1-800-3NOTARY FL�!otary Service�Bontlinglnc. i M� a 45'� BRIAN A JOHNSEN FAX NO. 904-61 -0746----9 Apr. 89 2882 88:25AM Pc frIlI �i ' .I . GAAP SHOW":ING ISOUNbARY SURVEY OF ( 3T t �:. ^�"4,•aN J:, i'` s.'•"r a tttbtrs .-. � °i: ,.. �. r :. µ � s i Y � I(}•e:-li�k �r1 �iaf��ri 's�� Iy,. .`{ Y ° r� 'Il�':► jP t C 11-1-L x T0: VtVInN };d �SSQC1AlE) LAND !tTI.L' (;KQUI' COMMONWEALTH IrANO TI TI t1 .CO, r City va , I (EIVE �. . 00 app�licabla __r I° v --------_- welftd City of nticiBeach / a �,�, p CIVa 0ulIdi , a (fPC7Hro map 44. JUN City of Mantic Bead B ung and Zoning E; !Z'G . dU/LOii✓C7 iPEST7/cr/an/ CGV ..- -- � y� n k `" , „ S i0 e Y o c✓�^ `` �C T Z- 7- 7 I 01 rr n 1J� 1 I I� d /:nckv ., y �I �.+"' � M a � i RECEIVED �\ JUN 3 10n0 � pity of Atlantic Beach nd 1 Cr .00 *o \ OVED C Y OF ATLANTIC BEACH UILDING OFFICE X4 B c^ � ti� is SM3 DESIGN / COMPONENT SELECTION FOR A • [3000 4 PATIO ROOF / CARPORT/ SO ID ROOF - Side 1 of 4 Using as Reference: Aluminum Structures Design Manual Florida Building Code, 2001 Edition by Lawrence E.Bennett. P.E. Designer: Kenny Chastain of: S Knorr Home Improvements Jobsite Address: _ —ISO E;,1 Rik C wner: 3(- `aCN -,-J-0 ktVD 1 Contractor(if other than Designer): Date: 0 Wind Zone: IaD i Overall Roof Size: Length: of?.S- (ft) by Projection of: (ft) Design Pressure: a0 (lbs/sgft) Overhang on Host Structure: , Attached Aluminum Cover[Clear] Spans: (3 4 Roof Height @ Roof'Attachment: g (p and, @ Roof Bearing Wall: SO A) Roof Panel Selection: (for Standard 3" Riser or Composite Pans per Table 7.1.x, Pages 7-14 to 7-17) Using: 0 3" Riser by 12"Wide by _ .026"or, 0 .032" thickness by 31051114 Alloy Panel (see Page #7-14), OR, I Standard Composite Panel Roof w/ toa 3kin (per Page # C'(—a ), OR, 0 Other Panels, per B) Intermediate Beam Required: K NO YES Size: (Design per Page 2-22 Table 2.1.3) C) Edge Beam 0 Roof Bearing: (per Section 2. Table .1.1 or 2.1.2, Pages 2-20 /2-21) Tributary Load Width (%Span + O.H.) Round Up to: (� Select Extrusion: ') SM(jt 0` w/ Maximum Spa of: � q D) Columns (Posts Uprights) for Roof Bearing (per Se tion 2, Table 2.2.1 or 2.2.2. Pages 2-23 /2-24) Typical Spacing & Load Width(Width"W"): g,-js Multi lied by('/z Span L) Equals a [Tributary Area]of 'it VS' (sgft) by a Design Pressure = Uplift of: (S�1,� (Ibs) Post Height: . Select & Use: 3-f, 3 q3 E) Size and Number of Bolts in Post to Beam Connection: per Section 2, Table 2.3, Page 2-31) Post Beam using(#). 3 of —24---(Inches) Diameter F) Concrete Fasteners per Post: _(each) 'Rawl Tapper' r Equal per Post (Uplift/512#) or(# each) approved alternative fastener rated @ #/each G) Post to Angle @ Post Base Fasteners: Using (Fastener Size) , (Number Each) Angle to Post H) Isolated Footings: Iper Section 2, Table 2.4, Page 2-31) Attributable Roof Area (Mk1) 9( Use: a r0" x aro'f x�_ Attributable Roof Area (Mk2)_ Use: 1 2 i1 x . _ arp° x Intermediate CARRIER Beam Design (per Section 2 Table 2.1.3 Page 2-28): Load Width: X (Span 'L') Select Extrusion: w/Maximum [Allowable] Span o': ox N r'S TtnulT233'�zv-r-�m-� O _t Dmf fl': \J m x x m m x -4 T I- _..__ m x z x c z -�C00m C Ay> nr 'mZ?A0�mv,Dm N III �w t�nt : -4 rtl �' " O W.cr - �lmz aaO30,03�Z20 �N ➢v� 700 c >c �� C O�Nm C. co c� pal Z�; m� zn tyii stn tyii =om0XG; �n n�r7-a08t> i runm� Oy •q;u O Z -4r. 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CD D > 0 (j'-� TOr� Dzxm D m0 O 11 tn� Z O Z 1" 30nz r-- Zo c �Z m ?`) "....-( r- O r / Z ](� m c D n m > > Till_.I I -1 0 � vim0K C3 �rpr. m� �rt ) =1i O D O Z Dy00 vz `=Z m �� n r �` SII •�' ar n > >>> O �: c°'m O S =o Z x c o m .. c� 1 m N = N PANEL Z C -Cc)-4 z C - :PANEL: - O C 1 1 —� r p z r C^ ca r = ==I C) 'bEPTH: �`PTril y\ mp< n O^ ry u: c i n ZzccnCc z° O v �'� i Z p G) n I I ► ! m r. rn o C -II rn i -� � v m y rr. :i�, Z cr: D m 7 II -mi 0 •-� 1 D r a o n cn �� :�? y m 1y I r- I m c) z� T > m _ z z ^ r -1 Ir i I i aZ- Z C= v - M.`" �� X 0 r" �OG� T M C OUn� J T= U � _':ii-ll,0 z u, o �j ?max -n o C z OTO m C- r ti; ::L=-111_, z T N O D - �. 1 I 2 V m p Z Z ZC 1 r"? -� z ;E3— L7 D nto S;n Z co r y .� _ _ T Z m0 D m m T G {G `r-, (Dn c- -1 6 Z to r rm'•`. o U ^ T - Z O T X� v TI T. ' m -II ��• S N Cl) �V 0 D u O a 2 z r_ - iI `� oc O y T m C :� J r N „ i;c _ m 0 m 7i o ✓` C _ t rnm �a rj'.n x mC O - _ ii� p U� O U z r1 i ROOF PANG_LS - — --}_ --- (;UTTLV Q � v I ,U ------ �� ROOF P NLL CLEAR -')PAN O I PAT10 J a 3 3ROOF ' Z P 6T(5)_X__`17�3F--b. OVERUAN4 v J z � I � v � a z � m V . r '— - APPROVED FOUNDATION �12 (l' 16I PATIO RROJLCTION NVIDTLI) f •" , TY PICAL LCTION ND vIL _ - z I LL Qg8gJQnp Cs- . )OOM s- iOOa .. oiled 10 uo.40efoid ot�e o acc O o --- ou v c� �, II LL cu 1 oilco > II -E Z 2SII > O 1 U) i II E o adojs jooz�A cD I; 0 s _KS_ LL o I73 =3o o i II 9 N U lS� U- 4-21 U c (n Z i II N E 1 II a� Q p s o = c S © I— E c9 �_ O Z O ��O// _ tq a II o 7 LL o U I �. Z o O i WII 4- O 0 Q� O) X c cu 1 �` - - — - — - � W 113 > z �— u cu Jan00 UEd-UOIP fwd J �$ 2 v o L WAY 2� i I ATTACHED &FREE-STANDING COVERS AND UTILITY SHEDS SECTION 2 r DO NOT BLOCK FIRE EXIT WINDOW I I I j I I FOURTH WALL FRAME I (IF REQUIRED) I 2"x FRONT WALL BEAM BEAM SELECT"L"FROM SELECT'L'FROM TABLE 2.1.1 TABLE 2.1.1 AND/OR TABLE I AND/OR TABLE 2.1.2 USE'Az'_ 2.1.2 USE'A1'=W/2+O.H. W/2+O.H. I 1 2"x 3"MIN. (SEE TABLE 2.2.1 EXISTING HOST STRUCTURE I w AND/OR TABLE 2.2.2) 'W'VARIES O.H. SINGLE CARPORT PLAN VIEW SCALE: 3/16" 1'-0" 3"RECEIVING CHANNEL ANCHORS W/(3)EACH#8 ROOF PANELS S. M. S. @ 12 O. C. (SEE ROOF CONNECTION DETAILS -� (SEE TABLES SECTION 7) SECTION 7) FOURTH WALL FRAME POST TO BEAM(SELECT (IF REQUIRED) I ( FROM TABLE 2.3) I EXISTING HOST STRUCTURE I �_ POST SIZE AND SPACING I (SEE TABLE 2.2) I iv PROJECTI N�- c�VARIE SEE FOOTING DETAILS PAGES 2-22,23,&24 SINGLE CARPORT - E EVATION VIEW SCALE: 3/16"= 1'-0" I Lawrence E. Benne; P.r. IWL ENGINEER-DEVELOPMENT COFlSUL GANT P.O.BOX 4368,SOUTH DAYTONA.FL 3.'.121 TELEPHONE(386)767-4774 FAX(386)767-6556 f © COPYRIGHT 2001 PAGER NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERM SSION OF LAWRENCE E.BENNETT,P.E. MA)22%�00 ATTACHED & FREE-STANDING COVERS;AND UTILITY SHEDS SECTION 2 i w ROOF PANEL (SEES CTION 7) ANCHOR PER DETAIL FOR �- PAN OR COMPOSITE PANEL BEAMS MAY BE ANGLED FOR FOR NUMBER OF BOLTS AND GABLED FRAME 39 SIZE OF POST(SEE TABLE 2.3) COLUMN NOTCHED TO SUIT BEAM AND POST SIZES (SEE TABLE 2.1.1,TABLE 2.1.2 AND/OR TABLE 2.2.1, TABLE 2.2.2) SIDE NOTCH POST TO BEAM CONNECTION SCALE: BEAMS MAY BE ANGLED FOR - - - - - - - - - - - - GABLED - - - - - - - -GABLED FRAME w ROOF ANEL (SEE SECTION 7) 1-3/4"x 1-3/4"x 0.063" - - - - - - - - - RECEIVING CHANNEL THRU ANCHOR PER DETAIL FOR BOLTED TO POST W/THRU ( ®O - �- PAN OR COMPOSITE PANEL BOLTS FOR SIDE BEAM (SEE TABLE 2.3 FOR NUMBER FOR NUMBER OF BOLTS AND OF BOLTS) ® - SIZE OF POST(SEE TABLE 2.3) 0 BEAM AND POST SIZES (SEE TABLE 2.1.1,TABLE 2.1.2 AND/OR TABLE 2.2.1, COLUMN NOTCHED TO SUIT TABLE 2.2.2) I CENTER NOTCH POST 110 BEAM CONNECTION SCALE: Lawrence E. BennotL P.�i. � y CML ENGINEER-DEVELOPMENTC;C7W...=.ULMIT P.O.BOX 4368,SOUTH DAYTONA.FLami- TELEPHONE(386)7674774, FAX(386)767-6556 ` EAL PAEij - © COPYRIGHT 2001 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN F EMISSION OF LAWRENCE E.BENNETT,P.E. 2-17 VAY 282002 i SECTION 2 ATTACHED & FREE-STAN ING COVERS AND UTILITY SHEDS I t ALUMINUM/STEEL COLUMN 'U'CHANNEL ANCHORS(SEE SECTION 9) (SEE SECTION 9 FOR __'4-,mtn CONNECTIONS) CONCRETE SLAB OR FOOTING a • ' CONCRETE ANCHORS (SEE SECTION 9) POST TO CONCRETE CONNECTION INTERNAL OR EXTERNAL RECEIVING CHANNEL SCALE: 3"= 1'-0" I t ALUMINUM/STEEL COLUMN 2"x 2"WITH WALL THICKNESS ANCHORS(SEE SECTION 9) EQUAL TO OR GREATER THAN COLUMN WALL CONCRETE49 SLAB OR FOOTING ° • CONCRETE ANCHORS • (SEE SECTION 9) ! POST TO CONCRETE CONNECTION INTERNAL OR EXTERNAL ANGLE CLIPS NOTE: SCALE: 3"= V-0" ATTACHMENT DETAILS j ALUMINUM/STEEL COLUMN SHOWN REQUIRE DIAGONAL BRACING FOR INTERNAL EXTRUDED FREE-STANDING COVERS ALUMINUM BASE OR BREAK CORROSION RESISTIVE STEEL FORMED U-CLIP WITH WALL THRU BOLT PER SCHEDULE = EQUAL TO OR GREATER THAN POST WALL CONCRETE SLAB OR FOOTING ° CONCRETE ANCHORS(SEE • SECTION 9) POST TO CONCRETE CONNECTION TUBE COLUMN BASE SCHEMATIC INTERNAL BASE SCALE: 3" V-0" I Lawrence E. Bennett, P.E. CML ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(386)767-4774 FAX(386)767.6556 SEAL PAGE rt 2-22 O NOT TO BIER PRODUCED IN WHOLE OR IN PART WITHOUT T WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. !Yi �t 20uZ i ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS SECTION 2 Table 2.1.2 Allowable Roof Beam Spans for Carl iorts, Patio Covers,Screen Rooms and Other Open or Partially Enclosed Buildingi with Solid Roofs For 3 second wind gust at velocity of 120 MP i or an applied load of 29#/sq.ft. Aluminum Alloy 6063 T-0 2"x 7"x 0.055"x 0.120"Self Mating Beam 2"pc 8"x 0.072"x 0.224"Self Mating Beam Load Max.Span'L'/(bending'b'or deflection'd') oad Max.Span'L'/(bending'b'or deflection'd') Width(ft') 1 8 2 Span 3 Span 4 Span Max. th(ft.) 1&2 Span 3 Span 4 Span Max. Cantilever Cantilever 5 12'-10" d 14'-6" b 13'-11" b T-5" d 5 15'-11" d 18'-10" b 18'-2" b 4'-0" d 6 11'-10" b 13'-3" b 12'-9" b T-3" d 6 15'-0" d 17'-2" b 16'-7" b 4'-0" d 7 10'-11" b 12'-3" b 11'-10" b T-1" d 7 14'-2" b 15'-11" b 15'-4" b 3'-10" d 8 10'-3" b 11'-5" b 11%1" b 2'-11" d 8 13'-3" b 14'-10" b 14'-4" b 3'-8" d 9 9'-8" b 10'-9" b 10'-5" b 2'-10" d 9 12'-6 b 14'-0" b 13'-6" b T-6" d 10 9'-2" b 10'-3" b 9'-11" b 2'-9" d 10 11'-11" b 13'-3" b 12'-10" b 3'-0" d 11 8'-9" b 9'-9" b 9'-5" b 2'-8" d 11 11'-4" b 12'-8" b 12'-3" b 3'-3" d 12 8'-4" b 9'-4" b 9'-0' b 2'-7" d 12 10'-10" b 12'-2" b 11'-9" b 3'-2" d 2"x 9"x 0.072"x 0.224"Self Mating Beam 2"ji 9"x 0.082"x 0.306"Self Mating Beam Load Max.Span V/(bending'b'or deflection'd') Load Max.Span V/(bending'b'or deflection'd' Width(ft-) 1 &2 Span 3 Span 4 Span Max. WJth(ft.) 1 &2 Span 3 Span 4 Span Max Cantilever Cantilever, 5 17'-9" d 20'-10"b 20'-2" b 4'-0" d 5 18'-9" d 22'-6" b 21'-9" b 4'-0" d 6 16'-9" d 19'-0" b 18'-4" b 4'-0" d 6 17'-7' d 20'-6" b 19'-10" b 4'-0" d 7 15'-9" b 17'-7" b 17'-0" b 4'-0" d 7 16'-9" d 18'-11" b 18'4" b 4'-0" d 8 14'-9" b 16'-6" b 15'-11" b 4'-0" d 8 15'-11" b 17'-9" b 1 T-2" b 4'-0" d 9 13'-11" b 15'-6" b 157" b 3'-11" d 9 14'-11" b 16'-9" b 16'-2" b 4'-0" d 10 13'-2" b 14'-9" b 14'-3" b 3'-9" d 10 14'-3" b 15'-11" b 15'-4" b 3'-11" d 11 12'-7" b 14'-1" b 13'-7" b 3'-8" d 11 13'-7" b 15'-2" b 14'-8" b T-10" d 12 12'-0" b 13'-5" b 12'-11" b T-7" d 12 12'-11" b 14'-6" b 14'-0" b T-9" d 2"x 10"x 0.092"x 0.369"Self Mating Beam Load Maximum Span/(bending'b'or deflection'd') Width(ft.) 1 &2 Span 3 Span 4 Span Max' Cantilever 5 21'-8" d 26'-7" b 25'-8" b 4'-0" d 6 20'-5" d 24'-3" b 23'-5" b 4'-0" d 7 19'-4" d 22'-5" b 21'-8" b 4'-0" d 8 18'-6" d 21'-0" b 20'-4" b 4'-0" d 9 17'-9" b 19'-10" b 19-2" b 4'-0" d 10 16'-10" b 18'-9" b 18'-2" b 4'-0" d 11 16'-0" b 17'-11" b 17'-4" b 4'-0" d 12 164" b 17'-2" b 16'-7" b 4'-0" d For Maximum Spans at wind velocities other than 120 MPH,a a conversion table on the specification page at the beginning of this section and example below. Notes: 1.For high velocity zones,convert to 130 MPH spans. 2.Above spans do not include length of knee brace. Add horizonta length of knee brace to above spans for total beam spans. Example: To calcualate maximum span Vat 140 MPH wind vel,ocIty for: 2"x 9"x 0.072"Self Mating Beam with Load Width=5'and 3 span Overhang Condition 1.Find Vat 120 MPH: L=20'-10" 2.Convert'L'to decimal feet: L=20'-10"=20.83' 3.Select the appropriate multiplier from the conversion b ble found on the specification sheet at the beginning of this section. -if the span is followed by'b'use Bending multiplier. I -if the span is followed by'b'use Bending multiplier. 4.Multiply'L'in decimal feet by appropriate multiplier. 'L'at 140 MPH is 20.83'x 0.87=18.12'=18'-1" r awrence E. Bennett, P.E.;: IVIL ENGINEER-DEVELOPMENT CO&3LLJ 7ANT, t P.O.BOX 4368,SOUTH DAYTONA,FL 321st t/, TELEPHONE(386)7674774 FAX(386)76746556 AL:_ © COPYRIGHT 2001 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERM SION OF LAWRENCE E.BENNETT,P.E. 2-27 isay v. i I' ATTACHED & FREE-STANDING COVERS ND UTILITY SHEDS SECTION 2 Table 2.3 Schedule of Post to Beam Size and Number of Thru-Bolts Required Aluminum Alloy 6063 T-6 Beam Minimum #Th -Bolts @ L-DVA" Minimum Minimum# size Post Size 1 "e 3/8-o Knee Brave` Knee Brace Screws 2"x 3"x 0.050"Hollow Tilt 3"x 3"x 0.060"Scalloped - 2"x 3'x 0.050" 3 #8 2"x 4"x 0.050"Hollow 3"x 3"x 0.060"Scalloped - 2"x 3"x 0.050" 3 #8 2"x 4"x 0.038"x 0.100"S.M.B. 3"x 3"x 0.060"Scalloped - 2"x 3"x 0.050' 3 #8 2"x 5"x 0.050"X 0.100 S.M.B. 3"x 3"x 0.060"Scalloped - 2"x 3"x 0.050' 3 #8 2"x 6"x 0.050"x 0.120"S.M.B. 3"x 3"x 0.060"Scalloped - 2'x 3"x 0.050" 3 #10 2"x 7"x 0.055"x 0.120"S.M.B. 3"x 3"x 0.093" 2 2"x 4"x 0.050" (3)#10 2"x 8"x 0.072"x 0.224"S.M.B. 3"x 3"x 0.093" 2 2"x 4"x 0.050" 3 #12 2"x 9"x 0.072"x 0.224"S.M.B. 3"x 3"x 0.125" 3 2"x 4'x 0.050" 3 #14 2"x 9"x 0.082"x 0.306"S.M.B. 3"x 3"x 0.125" 3 2"x 4"x 0.050' 3 #14 2"x 10"x 0.092"x 0.369"S.M.B. 4"x 4"x 0.125" 4 2"x It x 0.050' 4 #14 The minimum number of thru bolts is(2) a X y 'Minimum postlbeam may be used as minimum knee brace Table 2.4 Footings-Maximum Roof Area for Crport Posts Wind Zone- 90 to 100 110 M 120 MPH 130 MPH 140 MPH 150 MPH MPH Applied Load- 23#/Sq.Ft. 28#/Sq.Ft. 33#/Sq.Ft. 39#/Sq.Ft. 45#/Sq.Ft. 52#/Sq.FL Existing Slab on Grade with unknown 20 17 15 13 10 8 reinforcement Isolated Footing Uplift Maximum Attributable Roof Area In Square Feet Dimensions" Rating# 1'-0"x 1'-0"x 1'-0" 520 22 18 15 13 11 10 I'-4'x 1'-4"x 1'-4" 1000 43 36 30 26 22 19 l'-6"x 1'-6"x 1'-6" 1320 57 47 40 34 29 25 1'-8"x 1'-8"x 2'-0" 2040 89 73 62 52 45 39 1'-8"x 1'-8"x 2'-6" 2540 111 91 77 65 57 49 2'-0"x T-0"x 2'-0" 2640 115 94 80 68 59 51 2'-0"x 2'-0"x 2'-6" 3300 143 118 100 85 73 63 2'-6"x 7-6"x 2'-6' 4000 200 164 139 118 102 88 2'-6'x 2'-6"x 3'-0" 1 4800 240 197 167 141 123 106 "Notes: Isolated Footing is a poured concrete rectangular solid(Length x Widtt x Depth). Slab on grade must be new or in good condition. Pre-Cast Block Footing Pre-cast footing block(16"x 16"x 4")at 24"below grade with 80 bag premix concrete and backfilled to grade. Dimensions Uplift Rating# Maximum Attri Dutable Roof Area In Square Feet 1 809 Bag 1,734 91 76 1 62 1 54 47 (a) 800 Bag 1,819 96 79 1 1 65 57 49 3 80#Bag 1,904 100 83 1681 60 51 Note:Maximum uplift on post is determined by multipying maximum atti butable roof area x applied load. Example: Post tributary roof area=77' Applied load for 110 MPH wind zone=20#/Sq.F - Uplift on post=77 x 20=1,540# Lawrence E. Bennett, ?.E�. CIVIL ENGINEER-DEVELOPMENT CONSEA.PANT P.O.BOX 4368,SOUTH DAYTONA,FL 32171, TELEPHONE(386)7674774 q FAX(386)767-6558 E © COPYRIGHT 2001 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERh ISSION OF LAWRENCE E.BENNETT,P.E. 2-31 MY 2 2Q� j a SECTION 2 ATTACHED & FREE-STAN ING COVERS AND UTILITY SHEDS Table 2.2.2 Allowable Attributable Roof Area per Post for Carports, Patio Covers, and ojher Open Buildin s-ALUMINUM POSTS Aluminum Post Wind Load= 901:0100MPHJ 110 MPH 120 MPH Ll30 MPH 140 MPH F 150 MPH Applied Load= 23 WSq.Ft 28#/Sq.Ft. 33#/Sq.Ft.139#/S .Ft 45#/S .Ft 152 XSq.Ft. Maximum Allowable Roof Area In Siquare Feet for Various Loads on Post Height Load Lbs. 3"x 3"x 0.090"Hollow Extrusion Aluminum Allo 6063 T-6 11'-10" 5184 225 185 57 133 115 100 13'-10" 3 888 169 139 18 100 86 75 15'-10" 3 024 131 108 2 78 67 58 1T-10" 2 268 99 81 9 58 50 44— Height Load(Lbs.)_ 3"x 3'x 0.125"Hollow Extrusion Aluminum Allo 6063 T-6 13'-9' 6,912 301 247 09 177 154 133 16'-1' 5 184 225 185 57 133 115 1 p0 18'-4' 4 032 175 144 22 103 90 78 20'-T 3,02T 131 108 2 78 67 58 Height Load Lbs. 4"x 4"x 0.125"Hollow Extrusion Aluminum Allo 6063 T-0 15'-9" U-12 405 333182 239 207 179 18'-5" 6984- 304 249 179 155 134 21'-0" 5432 236 194 139 121 104 23'-8" 4 074 177 146 104 91 Steel P Wind Load= 90tolOOMPHI 110 MPH 12 MPH I 130 MPH U14OMPH 1 150 MPH Applied Load= 23#/Sq.Ft 28#/Sq.Ft. 33 q.Ft.139#/Sq.Ft 145#/Sq.Ft 152#/Sq.Ft. Maximum Allowable Roof Area In Scivare Feet for Various Loads on Post Height Load Lbs. 3"x 3"x 14 Gau a Post-46 k 8.1. teel 19'-10" 10 050 437-----T 359 305 1 258 1 223 193 21'-9" 7 430 323 1 265 2251 191 165 143 23'-9" 5 638 245 201 1 1 145 1 125 108 25'-9" 4,371 190 1 156 1 1 2 112 1 97 84 Height Load Lbs. 3"x 3"x 11 Gau a Post-46 k.s.i. eel 19'-8" 15,870 690 567 4 1 407 353 1 305 21'-7" 11,730 510 419 3 5 301 261 1 226 23'-6" 8,970 390 320 2 1 230 199 1 173 25'-0" 6,900 300 246 2 1 177 153 1 133 Height Load Lbs. 4"x 4"x 14 Gau as Post 46 k.s.i. eel 26'-8" —i-2—,650 550 1 452 1 3 3 1 324 1 281 1 243 29'-3" 9,350 407 1 334 12 240 208 1 180 32'-0" 71 311 1 255 1 7 183 159 138 34'-8" 5 500 239 1 196 1 1 7 141 122 1 106 I i I j Lawrence E. Bennett, P.E. ; k CIVIL ENGINEER-DEVELOPMENT CONSULTANT + ' P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(386)767-4774 _ SEAL FAX(386)767.6556 �. PAGE — � q © COPYRIGHT 2001 nv 2-30 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT.P.E. MAY f�" 2002 1 > I i. i. 4 SOLID ROOF PANEL PRO , UCTS SECTION 7 COMPOSITE ROOF APlICHORING DETAILS #8 x 1/2"S.M.S.SPACED EXISTING TRUSS OR RAFTER @ 8"O.C. BOTH SIDES #10 x 1-1/2"S.M.S. OROOD WOOD SCREW OPER RAFTER OR TRUSS TAIL w #10 X 3/4"S.M.S. OR WOOD SCREW SPACED @ 12"O.C. ROOF PANEL EXISTING FASCIA ROOF PANEL TO =ASCIA DETAIL SCALE: 3 = 1'-0" EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR #8 x 1/2"S.M.S.SPACED OTHER CONSTRUCTION @ 8"O.C. BOTH SIDES FOR MASONRY USE 1/4"x 1-1/4" MASONRY ANCHOR OR EQUAL @ 24"O.C. w. FOR WOOD USE#10 x 1-1/2" Z. YC.w.. . S.M.S. OR WOOD SCREWS @ 12"O.C. ROOF PANEL i I ROOF PANEL T 'WALL DETAIL SCALE: 31= 1'-0- NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA FRAMING WHERE POSSIBLE ONLY 15%OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB-FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS.ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE M NIMUM 1-1/4"WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUP L TO PANEL OR PAN'S DEPTH"t". THE WALL THICKNESS SHALL BE THE THICKNESS OF TI iE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANC IORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIA CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.II.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PA EL FROM THE HOST STRUCTURE. Lawrence E. BenmIbit, e.E. CIVIL ENGINEER-DEVELOPMENT CCNSU:RANT P.O.BOX 4368,SOUTH DAYTON&N_31121 TELEPHONE(386)767-4774 FAX(386)767-6556 G © COPYRIGHT 2001 MAY 2 20PAG NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PE MISSION OF LAWRENCE E.BENNETT,P.E.' HI 7- y e w4 Panel Wind Speed - 100 m.p.h. Wind Speed - 110 m.p.h. Snap-N-Lock Thk. overhanol 0 FT. 1 FT. 2 FT. 3 FT. 4 FT. 0 FT. 1 FT. 2 FT. 3 FT. 4 FT. Composite Panel G .019 10'-5' 10'-7' 11'-1' 11'-11' 9'-a' ! 10'-4' 2!! .024 11'-4- ii'-6' 11'-11' 12'-SO' - 10'-{" 10'-6' 11'-1" - - G .032 14'-10' 14'-11' 15'-5' 16'-0' - 13'-7" 13'-9' 14'-2" - - • 2694. 15'-5" 15'-7' 15'-11' 16'-7' - 14'-2' 14'-3" 14'-8' - Gjl'� 3'-8' 13'-10' 14'-3'. .1.4'-11.': .15'-10" ..12'-6' 12'-8" 13'-1' 13'-10' .14'-10' Metal:Skin )! u5=4" '15'=8• 15 1'0"-16'=6'-"1T-4' ' -14'=0" 14'-2' -14'-7' 15'=3' 16•=2' . q7'+1.1' '18'�-t"- 18+5•_ T8'1 Y-�i4=5• 16+-5• 16'-7 16'-11' '17'-6" 18�3• ea'-O' 1a'-2' 18'-3' 15'-11' 16'-9' 16'-6' 16'-8' 1T-O' 1T-T ib'-{' "' --04'-11' 15'-2" 15'-6' 1 a'-2' 16'-11 13'-8' 13'-10' 14'-3' 14'-Il' ...........15'-10' •1=0arn ''' 4//!! .024 1a'-10' 16'-i1' 17'-4" 17'-10' 18'-B' 15'-5" 15'-6" 15'-11' 16'-6' 17'-4' g .032 19•-S' 19'-6' 19'-10' 20'-4' 20'-11' 77'-9' 17'-10' ta'-2' 18'-9' 19'-S" • 26ga. 19'-10' 19'-11' 20'-3' 20'-9' 21'-5' 18'-2' 1a'-3" t8'-7' 19'-1" 19'-10' G .019 1a'-a' 1a'-9' 19'-1' 19'-7' 20'-3' 17'-0' 17'-2' 17'-6' l8'-1' la'-10' Metal Skin 699 a .024 20'-11' 21'-0' 21'-4' 21'-9' 22'-5' 19'-1- 19'-3" 19'-6' 20'-"0' 20'-9' 9 .032 24'-1' 24'-2' 24'-5' 24'-10- 25'-5' 22'-1' 22'-2' 22'-5' 22'-10' 23'-5' • 26g*. 24'-9' 24'-10' 25'-i" 25'-6' 28'-0' 22'-8" 22'-9" 22'-11' 23'-5" 24'-0' Foam ` 1.0# Density E.P.S. G*98, '-11' 22'-0' 22'-4' 22'-9' 23'-4' 20'-1" 20'-2" 20'-5' 20'-11" 21'-7' Aluminum - 3105-H14/H25 Alloy �!! '-s' 2a'-6' 24'-a' 2s'-1' z5'-e' 2z'-3" 22'-5' 22'-e' 23'-1' 23'-e' Steel - ASTM-AT26/A 526M-90 9 '-2' 28'-3' 28'-5' 28'-9- 29'-3' 25'-9' 25'-10' 26'-0' 26'-S' 28'-11' Patent # 4,769,963 & 5,086,599 e '-5' 28'-5' 28'-8' 29'-0' 1 29'-6' 257-11' 26'-0" 28'-3' 26'-7' 27'-2' Panel Wind Speed - 120 m.p.h. Wind S-pe ed - 130 m.p.h. Notes Thk. Overhangi 0 FT. I 1 FT. 2 FT. 3 FT. 4 f=T. 0 FT. 1 FT. 2 FT. 1 3 FT. 4 FT. G .019 7'-s' V-10' - - - 6'_11' 7'-3• _ - Charts show Maximum Clear Spans 999 a .024 9'-5" 9'-7' _ _ - e'-9' a'-11" - - - for Snap-N-Lock Composite Panels 9 .032 12'-4' 12'-6' - 11'-6' 11'-8' - - - used In "Partially Enclosed" structures. • 26ga. 12'-to" t2'-11' - - - 1V-11" 12'-1- - Structures classified as "Partially a .019 11'-4" 11'-6" 12'-o' - - 10'-7' t0'-9' 11'-4' - - Enclosed" contain solid roofs and 3 99 .024 12'-9' 12'-it' 13'-4' - - 11'-10" 12'-0' 12'-6' u - - at least one solid watt usually the 9 .032 14'-11' 15'-1' 1S'-6' - 13'-IS' 14'-i" 14'-6' - - host structure. eg. Attached Screen • 26ga 15'-0' 16'-2" 15'-7' - - 14'-0" 14'-2" 14'-7' - - & Vinyl Rooms, Attached Carports, G .019 12'-5' 12'-7' 13'-1' 13'-10" - 11'-7- 11'-9' 12'-3' - or Attached Patio Covers. �99 .024 13'-11' 14'-1' 14'-6' IS'-2' - 13'-0' 13'-2' 13'-7" - 9 .032 16'-1' 16'-3' 1a'-7" 17'-2' - 14'-11" 15'-1' 15'-6- _ _ Overhang Improves panel span, 4 it. • 26ga. 18'-6' 16'-7' 18'-11' 17'-6" - 15'-4' 15'-6' 15'-10' _ maximum Or as listed. G .019 15'-6' 15'-7' 15'-11' 16'-7" 1T-5' 14'-5" 14'-a- 14'-11- 15-7' - The Thermal Resistance Value Of 8 �$I a .024 17'-4' 17'-6" 17'-10' 18'-4' 79'-t' 16'-2" 16'-4' 16'-8" 17'-3- - u panel is R-4 per inch of thickness. 9 032 20'-0' 20'-2- 20'-5' 20'-11" 21'-7^ le'-e' 1e'-9" t9'-t" 19'-7' _ og. a 3" panel has a value of R-12 • 26ga. 20'-7 20'-8' 20'-11' 21'-5' 22'-1' 19'-2' 19'_3' 19'_7" 20'_1• - L-92 9 ib'-3' 18'-4' 18'-9' 19'-2' 19-11' i6'-,1" 17_1• 1T-5' 1T-11' _ Panels may be used in a wall or �114 20'-3' 20'-4' 20'-a' 21'-1' 21'-9' 18'-10" 18'-11" 19'-3' 19'-9" _ root application. 2 23'-4' 23'-5' -21'-8' 24'-1' 24'-8' 21'-9" 21'-10' 22'-1" 22'-7'A.1 23'-7" 1 23'-8' 23'-11' 24'-4' 24'-11' 21'-11" 22'-0" 22'-4' 22'-9' Panel Wind Speed - 140 m.p.h. Wind Sped - 150 m.p.h. Thk' Overhang 0 FT. 1 FT. 2 FT. 3 FT. 4 FT. 0 FT. 1 1 FT. 2 FT. 3 FT. 4 FT. 0 .019 6'-4' V-7" - - - 5'-8' 299 a .024 6'-11' V-2- = _ - 8'-7- 6'-10' 9 .032 10'-8' 10'-10' - 9'-10" 10'-1' • 269a. 71'-1' IV-3" - - 70'-3- 10'-5' a .019 9'-9" 9'-11' 10'-7" 3,! .024 10'-11" 11'-2' 11'-a' = - 10'-2' 10'_4' - - q .032 12'-10' 13'-0" 13'-6" - 11'-t1' 12'-1' - - • 26ga. 12'-11' to'-9' 11'-4' - - 12'-0' 12'-2' 0 .019 10'-9' 10'-ii' 11'-5" - - 9'-11' 10'-2' 10'-9' - /� 19 .024 12'-0" 12'-2' 12'-8" - - 11'-2" 11'-4" 11'-10' - J 9 .032 13'-11' 14'-0' 14'-5" - - 12'-10" 13'-0" 13'-6' - .5 • 26ga, 14'-2' 14'-4' 14'-9" - - 13'-2" 13'-4' 13'-9' - d 0 .019 13'-4' 13'-6' 13'-11' 14'-7' - 12'-4- 12'-8' �91 in a .024 14'-11' 15'-1' 13'-6" t6'-1' - 13'-10" 14'-0- E-5" _ - 3; .032 17'-3" 17'-5' 17'-9" 18'-3" 15'-t1' t6'-t" • 26ga. 1T-9' 1T-10' 18'-2' 18'-8" - 16'-5' 16'-6' vu G .019 15'-8' 15'-10' 16'-2' i6'-10" - 14'-7" 14'-8- 15'_1' m 899 n .024 17'-5' 17'-7" 17'-11" la'-5" c 9 .032 20'-i' 20'-3' 20'-6' 20'-11" - 18'-8" ta'-9' • 26ga, 20'-4' 20'-S' 20'-8' 21'-2' - 16'-10' iB'-11' - ti 8 zf Section 9 - Panel Span Charts S T A U C TA L Le "Snap-N-Lock" Panel pans "Partially Enolood" S None STRUCTALL BUILDING Sy EMS STANDARD ENGINEERING a6oe111waacllnra M110Mn+0o1400•e60J7aa Engineered by LAWRENCE E. SENNETT P,EIV P•9• © Cr+Peaa1M �nss P.O. BOX 4368, S. Dayton FL 32121, Tet. (386) 767-4774 a? -3 MAY 2 2 "i JAN. RFTUkN i Y.tE4{Nn(F, 4L.o?� .'1 ).�.,, Book 10512 Page 2254 FLA. 1997 LAWS MANGO roRM 400 Fs 711.17 410 rr of VIIIFAIIK IN DU►LIDAT 1 �In W4= it ' uaxtrrrn: The undersigned hereby informs all concerned that Improvements will be made to certain real property, and in acco[dance with section 713.13 of the Olorida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. / Description of property.. a �1oc0-67 ..... ._ ....... QUI:c?.f..... a?.h ...»(4!. .....QN..e.......... I ....................................................................................»..................................... ....................................................»................................................ I ............................................................._.....................�...........................................n..... .................................I......»............»».............I........................... General description of improvements..t /11C.�e;!,Huuti.....C:d ..?,,,.t.............. ».......».....»..»..................................... i ...............................................................-...�..^......................................................................................................................................................................... Owner........ .1''..fra�.. 1,..........c1.,4.�.!'.Z�.e..Kq................... ................................................................................................... Address....7.5. ....... .... ✓.),... �t c. L......FL—. 3..»o2c;z 3 3.............................. Owner's interest in site of the improvement.........................r... �P..............................».................................. Fee Simple Title holder (if other than owner) Name........................................................................ ........ ................................................................................................... Address............................................................. ...................................................... ......................................»..............»........................................... Contractor.... ".kx.......t:..LTJ..o.Z. o.✓...!,. T1 �T. ...........................»..............»................»..................... A.ddrea.6-?g.....�' A&r.s:... .. Surety (if any)........................................................................... ....... ............ ........ ..... .................................»».».».......»._.................................. Addrea..................................................................................................... ............... .........................Amow of bard $.............................. Name of person within the State of Florida designated by own'r upon whom Wont" or other doaanents may be served. Name.,.......... ................................................................ ...... .. .........................»»......._..».................................. ...... .... ..... .. ... .. ...... ..... .... Address...................................................................... »................................................ In addition to himself, owner designates the following pers "n to receive a copy of the Lienors Notice as provided in Section 713.13 (1) (F), Florida Statutes. (Fil In at Owner's option). i TY OF ATLANTIC'BEACH CI DEPARTMENT OF OUILDING 800 JE;U MOUE ROAD- �T LAN T ice.BEACH,FL 3223 -TCL. Gtif�•Y: Za-F f' 24 i __- ,- PERMIT INFORMATION _ LOCATION INFORMATION T i -_ _r' n�, i��inih a�ii#f3i er: 2410-0- A":.I� his z: 7 0) Sr sI MSI-1 DRIVLE Permit Type: REMODELING ATLANTIC BEACH, FL 32233 Class of Work: REPLACMT PERMIT ; I om nship: Range: Book: —.n �y T Use: fSi'NI 1-r ra NoiI �(/ i LCi�J'i3�4;tet LC af6.+. �litii`.J _ .`�:3 tie..,v .��°E �•. ^-3�`J'J�. 3btlAti eaFi. Square Feet: Sut division: ROYAL PALMS Est. Value: Par el Number: Cost - n, n� _ s �,;: v, `.OWNER I."�II'ORMAT€?ARE BRIAN ®Total Fees:ate Issued: 5r�9/2 68 00 � Ad r ss: 7500 SAILFISHODRIVE _ ------- r. ,AT n!SIT r- BEACH F71 `22.33 Date Paid 5/29/2002 00)000-0000 _ Work Desc REP LACEMENT H --C0NTR'"_°'.'_0tR%;S% ,< � � tCATIONI FEES — — AMERICAN WINDOW PROD 6$.00 A ._ 1_0 ,R g r I -"��' #^ � '` M}Lwi �r11YM!"N� •tet-M', a'''te --.-- A: ` fV€7TIG lNS�CTI 1 t!s7�REQUESTED;AT ST 24€1QURS PILI. TO tNSP :CTION Villi!DING MATERIAEt11� € EBF�I`3 r ROM TMIS W fiDST 1C3T$ CES!N PLlG SPACE, AND MUST BE �::..LEARED ' .AN 1"tx+a iE c�µz ��� �C7Y T OI RO�s � R -_ } "FAILURE TO COMPL : TIN THE PROPERTY OWNER PA _— —_ IMPm n ISSUED ACCORDING T O APPROVEIIT AND SURJFC_:T TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISI I i Ogen: DSNITB Type: OC Drawer: 1 (tate: 5/31/07 91 Receipt no: 61859 -- - — -- 14 PERMITS-BUILDING 1 568.88; ATLA~N�t'IC BEACH ILDING DEPT. 64166663221 —. ---- ----- ---- 756 SAILFISB DR CK CREW 17399 568.00 i i CITY .OF ATLANTIC BEACH PE IT .CALCULATION SKEET Address �CS 2 Date—J I zo1 �o'Z Heated Sauare Footage (a � '�� er sq .ft = $ Garage/Shed Y @ $ per sq ft = $ Carport/Porch $" per sq ft = $ Deck @ $ er sq ft = $ Patio @ $ per sq ft = $ � TOTAL VALUATION : $ o, 0 CJ 76oc. Total Val tion 1st $ b a Remaining Value $ '�°Uper t ousand or portion thereof TOTAL BUIL ING FEE $ + 1/2 Fili g Fee $ A3 ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METE /TAP $ CAPITAL IM OVEMENT $ SEWER TAP $ ( ) RADON (HRS) .0050 $ SECTION H P VING ( ) $ HYDRAULIC SgARES $ CROSS CONNE .TION $ ( ) SURCH RGE 0050 $ OTHER $ GRAND TOTAL DUE .$ ADDITIONAL PERMITS OR FEES : 4echanical Plumbing Electric/New Electric/Temp ; Swimmingpool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : .... . �.. iri� L+eparLment 904-247-5805 P- 1 be, p r�, D 1 Z E C 41-F i.!�t-, E D 'V7 :. 0 bntic Beach - 300 Seminole Road - Atl.antic Beach,FlarEda 32233-5445 Pb'arl�t;4H04; 247-5800- FAX (904)247-5305 Isttp:,lwww/ci.atlantic-beach.11.us PERMIT APPLICATION FOR REMODEL, A DITIO.NS AND ALTERATIONS, MOVING OR DEMOLITION OF SENGLE-FAMILY OR «'O-FA1'I:ILY (DUPLEX) CONSTRUCTION v. DATE APPI.IC 'VT_ �$�►�_ CJ Y��/�S F�/ ADDRESS PHONE: ADDRESS WHERE WORK IS TO BE PERFORMED LEGAL DESCRIPTION: BLOCK NUMBER LO NL13 BER 'ZONING DISTRICT _ CONTRACTOR M e-J tCCV) E/kjj).L ,; 'sr'#TE LICENSE NLTMBER SC C:c�`��;4 ►� ADDRESS Zroj u�,12�5 �•� pHoNE q0 crrY JC s raT> �L : ZIP �Z:ZL� FAX —73l 2 DESCRIB PROPOSED USE .VND WORK TO BE DONE ' PRESENT CSE OF LAND OR BUILDING(S) VALUATION OF PROPOSED CONSTRUCTION Q v- Is this an addition? - A10 __ If yes, %-at are the dimensions of t e added space: feet by! Y feet `;ll tae added area be heated and cooled'? _New �Iectrical or increase in service? New plumbing fixtures? _ _ New fireplace?! New heating!air conditioning? _ is approval or Homeowner's Association or other private entity required? — If yes,please submit with this application. PROCEDURE: (In order to expedite issuance of per its, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the propos(d construction. If you are unsure of this itiformation, please contact the Planning and Zoning Department at 904-247-5817 In order to correctly verify zoning designation,please have Propem Appraiser's Real Estate Number available. i STEP 2. Contact the City of Atlantic Beach Donartment o Pablic W rks to det-.mine if a pr constn:ction or post-constntction topographical survey is required. (If not required, written verification must be provided wi'r this application.' The Department of Public Works is located at: 1200 Sandpiper La I ,Atlantic Beach,Fl, 32233 Telephone:(904)247-5834 STY?3. Please submit Energy Code Forms, Notice of Commencem t, Uaner,'Contractor Affidavit if owner is contractor, and four(4) -cmptete sets of construction plans to the Building U partrneat, which is located at the Atlantic Beach City Hail, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone:( 04)247-5426 4 P In addition E.) Construction and engineering detail, pLrns must contai,the allowing inforrrTat;ur, as appropriate for the bei.-rg p•�-forrned. Scale of drawings shouic be su"-Ficicnt to depict all requijred Ir .ormation it.a Clea:and legible manner. 1 Cu:ent survey showing the property boundary with beu. gs cnd distance; and the legal description. Location of all structures, temporary and perrnanent. in: luding ;;ccbacks, building height, number of stories and sgLare footage. Identify any existing s:ntctures and uses 3 Existing and/or proposed drive ways. -I If required by the Department of Public Works,a p- trut tion tcpograph:cal survey. 5 Any sign ficant environmental features,including any ju'isdictio:.al wetlards,CCCL, r«twal wa,er bodies. 5 Impervious Surface area calculations. !Swimrung pools ay'ne excluded =Yom total lmnervious Surfacp.l 7 Other intoxmation as may be appropriate for individual.a pucations. I IiEREBY CERTIFY THAT ALL INFORMATION PROJDED Wi .H THIS APPLICATION IS CORRECT. S1GN.-1.7U 2E OF OWNER--- �eeiL%) HF.RrBY CERTIFY THAT I HAVY. READ AND EXAMINED THIS 1 PLICATION .,.ND KNOW THE SkME TO BE TRUE AND CORRYCT. .ALL PROVISIONS OF THE LAWS AND ORDINANCES G VEFu1I,NG 'PHIS TYPE OF NI'ORK WILL BE COMPLIED WITH, 'WHETHER SPECIFIED HEREIN C`R NOT_ THE GRANTING OF w PERMIT DOES NOT PRESU>IE TO GIVE: AUTHORITY' TO ti IOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STAI E OR LOCAL RULES, REGULA TIONS.ORDINANCES.OR LAWS IN ,ANY YIANNER, INCLUDING THF. GOVERNING OFCONS'TR' C_71ON OR CRE PERFORMANCE OF CONSTRUCTION OF T'HE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PER H T IS MO TINGENT UPON THE ABON-E iNFOR1IATION BELv{; TRUE AND CORRECT AND TIliIT THE S AND SU PPO ING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE O1+CONTRALTO �-�' _ ' DATE �v47kz ADDRESS AND CONTACT INFOWN-1JION OF PERSON TO R CEIVF. ALL CORRESPONDENCE REGARDING THIS APPLICATION' (PLEASE PRINT) NAME �_-� 1�-�— -Am _ W(n&io MAILING ADDRESS PHONE FA.t E-MAIL SWORNAND SUBSCRIBED BEFORE ME TRIS OAY OF ��2 STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNA ruRE � AS TO OWNER. Q Personally known Q Produced identifi ation Type of idtmtnfic tion produced L t7JCi✓�-� Lf C. i A3 TO CONTRACTOR: M/?ersonai y know ❑ ?rcduced idendfi ation Type of identificzilLon produced Vicki L Gurr MY COMMISSION# CC926850 EXPIRES =" _ May 13,2004 _ —-- — =— 60 N_DEDTNRUTROYFAININSURANCE,.IJLC_____ 05/20/2002 11:06 9047318824 AFRICAN WINDOWSPROD PAGE 03 I i In addition to the F;uilding Oats the fullowiMg information Is req fired: _ Manufactures Test Repos � Installation Ptocedutm Window UcccriptionfType Garage Door Dasoriptivo/Type Skylights Pr4cri1Xi0n/ryl& £ wation View of Wi,nclow Locations I HEREBY CERTIFY THAT ALL INFORMATION PROVIDE WIT1-1 THIS APPLICATION IS CORRECT. $ignawra of Owner ' Date I HEREBY Cf RTIFY THAT 1 HAVE READ AND EXAM NE THIS APPLICATION AND KNOW TFIE S.kME TO 3E TRUE A,ND CO,((RFCT. ALL PROVISIO 4S Of THE LAWS ANMD ORDINANCE �,OVERN.[NG THIS TYPE OF WORK WILL BE COMPLET D WITH.WHETHER SPCC[PiED HEREIN OR NOT. TFIE GRANTING OF A PERMIT DOES OT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL TKE PROVISIONS OF ANY EE ERAL, STATE OR LOCAL RULES, REGULATIONS.ORDt'vANCFS,OR LAVA'S IN ANY MAN i R,INCLUDING TI{E t;OVERNII�G OF CONSTRI;CTYON ORTHE PERFORMANCE OF CONSTRUCTION OF THS;PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THF..A30VE INFORMATION BEING TRUE ANIQX00 RECT ANDrw TFIE PLANS AND SU'PPORTIrNG DATA HAVE BEEN OR S ED AS kED. Signature of Corntrcwtoe Date , Address and contact information of Per, to reecive all correspondence regarding this application (Please Print) Nerve64 ,QU C a-- - «t:.�dr Can Mailing Address Phone fn,X E-mail Sworn and Subsuritwd Before the this�_.....5 Day of State of Fiarida,County of Neal ., Notary's Signature As to Owner: C Pcmnaily known r'„ J 'Produccdidentification * * commissionCCU19/S Type of id 'ntification ProdMy As to Contractor J Personally known C Produced i entification Type of id4 ntifi4:3tion produced i P. AhE '!CAN WIPIDpld5PRC3D PACE A02 05/20/2002 11:06 9047316824 n ti tea,:, City 0�.�il?n:iG�caCh•SUC Stminote Ru1d+A ;c 13sicll,�1Crif.'A,i?..:,5-5�5 , VhoA%::(904)70,1000•FAX(9N)247.5345• ,ttp,/Iwww�c[crl��SL►�.��_fl us F P.NC'TAPPLICATIUN FOR REP LA CX MY.;L T OF 'SWWS,SKYt4cRrS&,%D GAAA(;C DOOR$OF SWOU,FAMILY OR TWO.rA Y(DUPLIA)CONS-rPVCTION �^. ( ' (,, !date Address When,wor!c.Lr 10 :e perfa �- a; f tmtd 966 .5f t 'Dp , ..._.. Addms L-,sal ArxriplAXI. Block SumWr Lot Y r Zoning bitrict, COW4;or 51.3.L1_ to ce. umlxrM._x_s_, f� Addis ; �D -,suto zip 22yltit.`c 7esc tis'lch foscd:15t nnC Wore.t0 1K aeplol,& ILJ.t w' Prevcr,t Use o('LWtid w V3141"Of P'rO^Cd 1 ild),,g oats: f� 3 , VV4- Mk,. f K,.\QiH4i8ht �{ri^ f3uwtiovwi�itb (!F) Bu�IdingLa;sth (f tt;e($tope_ b ~�Yitwowrlev• `'�f (ft) endow Nei�►t . f.. (Nj 6�J`�` -� "1 r% A':ac!�w w':d4h��_(ft) ;Aritiurcmca:fivm comaro# uilQing ro wilyclow _.(ftJ 'T� . 3� syr 'H'iocow P.;t..Frvnr C:nOe i t FPCII i30RELL =NTER�-F.'i'_E=-' Irl: -hJJ. 2446' 12-'moi Feb. 01 200= 38:14AM F= d APPROVED CITY OF ATLANTIC BEACH BUILDING OFFICE MAY 2 9 2002 Projoa No.Tlo"i Repan Dates 7>a mmy 2'',2001 ( �� lam" r P ORM TIRST REPORT BY: Mam,&marr. GORELL ENTIRPRII,ES,M 1380 WAYNE AVE i ML%NA,PA 15701 Pr+adaut 1dgIIti�eatiaa, Product Type: Dotd)k Bung Wmdow `3e rieslModd# G5155 S�on: AAMA/NWWQA 101 .S.2-97 Dos*-6ox R-RSO DOWNS= 2"X 54")AAMAM VWDA 101A.S.2-97 G.RADP.X Tax R ao: See Teat Repmt No. CM-155.6330.0(dated:1/13M)t*ETC Laboratories for foes ab coat roport Product Destfr ion: Ahad ed Tom R Attached Test FET Teaft Deme: 1127rW Detae7od assembly dmwmbs showing wadi tbic mm of aII members,coma oon amcwn sad bv&me gvbx ion hese ea fle and have bm o miweed to the samk vAmtred. A copy of this repot acrd teat amnple will be meed at inr a period of 4 yam The results obtadod a ppiy only to the specimen tested. D o coir JbWmm of aa>iy Lind ragardieg the, adequacy or ivadegaaey oPtbe gleans fit ft spoe;nma may be drawn Somt this test. The abort aosuhs were secured by uaiag the d mgmwl test.n tbods and they indicate oomphme with the perfozmeaee zsTAvraew 5 of the roicreaced spa3$catloa. This report dos nest coas*a s aerdficx6on of thm which may only be gcnnred by the artifiaati m pwgrmm fir. Prepared Apps by i' O Paul G.F $ FRCd'1 GpREL_L ENTERER 1 EE3 A;, tAO. 72446 1854 Feb. 01 2M302 38:15AM P3 I I i Project No.T10&01 sealant;' SOioaue serat was Used at exterior of fiimme to buck itt�on AmeboraW. A 11r wide x lh"deep wood fusing strip N ere locutod arotmid the ptrimetsr of the exterior aDd wwrior side of tb a Stuare. The(fiaishmg Waal pattern riot the kwior fimring strip wss 6" on cruet(mom and for the exterior Aufi tg strip the=8 pattern was 12"on the jambs sada mod 6"on dw lraader and srli. GO "G5155" INW13LE UUN(;WVMOW Test Resets t!mmu& Tog Tkk j Teat R MAN Alfo+�ubk Rzfimmaed Tart Mabod I 27.2 Air Infiltration Test (ASTM E-293-91) 01.57 pef ( 0.13 "if 030 cbdsf The toot 4wdlma►Orets the, Mww""Jowls aptcVw in AAMI/NYWWDA I011I52-9 for Air lnjtltmtiox. 2.13 Water Resimanee Test (ASTM ES47-96) @ 2.86 pe!.with&without i No paretmfion No perwtr dM f I 11.4-2 Uniform Load Structural lew (sae optional Perfb-MMM ) 2.1.7 yW��ek%daCarverr�TesA ( Moet As Stated x.7.8 F,o��r.c.��i.�d`Exttprpy bum (A l lel FS WM Pftfmm LawA 10 Type A{Sem Sec. 10.1 Lock Manipulatiox Test No FaiWre As Stated Sec.102.1.1 Test Al No Poilttre As Stated Sea.10.2.1.2 Teat A2 No Fad As Stated Sam 10.2.13 Test A3 No Falbut As Stated Sec. 1021A Test A4 No Faihue As Stated Sec.10.2.1.5 Tar!A5 No Babro As Stated See.10.2.1.6 Test A6 No Failure As Stated Sm 1021.7 Test.A7 No Faill ra As Stated Seo.10.2.1.8 Lock a No Faihae As Stated i I FRi=f'1 GOREi L EhJTEF'?F I'=EE FPS:-< tJ�. 724.46 18'=4 Fe-b. 01 2'00— D:3:1 11 P4 J I Proj=No.TIO&OI GORELL-G5,11E DOURU RMG VA NDOW 1es4 AMR,(coat.) MMUM Tat Tub I Twit Rmh I Alfa w Rehracad Tat atlrod 2,2,1.6.11 Opuadmg Force Test top seat► 10 lb up,I 1 lb do 30 lb bottom assn I I Ib ap,12 lb da 30 lb 5;podw Whk&W AWAWMWNWR�Its 22.1.6.2 ' Dem Tat (ASTM fi+M48,Method B) ]ea stile®500 12% <10096 able 0 so at 12% <10096 wp rail @ 70 If 12% <io0y bottom W @ 70 lbf 12% <100% pan=� lea stk 0 50 lbf 12% <100% 4&9&C 50 lbf 12% <100% wp rat)@ 70 lbf 12% <1000A bomom=0@7016E12% j <100% i 43 Weser Robes Test (ASTM E547-96) @ 730pof(vrftkwkbo4 No o Nopmetmdoa scmao) j l4.4.2 Ustifoeu Laed 3tractvteal Test (ASTM P-330-n (0.4%%L) @ 75 pelposltive 0.040"" 0.116" @ 75 psf negaliac 0.052"• 0.116" "-Maab¢cDcSectiom I I C RTIFIEDESTING ORATORIES Architectural Division • 7252 Narcoossee Rd. • Orlando,1FL 32822 y (407) 384-7744 • Fax(407)384-7751. ( A p p R O V E D !k Web Site: www.ctlarch.com CI T BOF ATLANTIC BEACH E-mail: ctlarch.com UILDING OFFICE Report Number: CTLA-780W MAY 2 9 2002, Report Date: October 18, 2001 ,__ BY: _L1 STRUCTURAL PERFORMANCE TEST REPORT Client: Advanced Flexible Wind Abatement Syst(ms 3147 Cecelia Street Jacksonville, Florida 32254 Product Type and Series: Impact Resistant Screen Alssernbly ( 48"x 60") Test Specifications: SBCCI/ SSTD 12-99 ( ection 402.1.1) Screen Material: Screen TC Baycor Permatron Polypropylene, quadruple folded top and Specimens # 1,2,and 3. bottom hems stitched hori 7.ontally with eight (8) rows of thread @ four(4) Stitches/ inch. Double folc ed side hems stitched vertically with six (6) rows of thread @ four (4) stitches/inch. Top of screen had three (3) looped straps Wellington h4170H 2" polypropylene stitched into hem located one (1) in each co er and one (1) mid-span. Bottom had three (3) buckles ITW Nexus (P/N 104-2200-5614) 2" contour superloc. Material: Acetyl, and three (3) 24" 1 ng straps Wellington M170H 2" polypropylene stitched into hem one (1) n each corner and one (1) mid-span. Configuration Screen Assembly Panels: N/A Weather Stripping: None Installation: Specimen #1,2,and 3. Were anchored at the top with three (3) .500"dia lag bolts with .500" dia threaded eye bolt secured into a 2 x 12 PT wooden brace. Bottom anchored with three (3) . 00" drop-in anchors with .500" dia threaded eye bolt secured into concrete. There was no tension or pressure on the screen assembly. I Page 2 of 4 Advanced Flexible Wind Abatement Systems k. Report# CTLA-786 W Performance Test Results Specimen 1, 402.1.1 (Large missile) The specimen was impacted with a 8ft. long, 91b., 2" x I4" at the following location: Loc # 2 Loc # 1 Impac ed at 50.3 ft per second, Mid-span of X panel. No missile penetration. Loc # 2 Impac ed at 52.2 ft per second, Upper left Loc # 1 corner of pane No missile penetration. X Note: X measurement from left edge of specimen. Y measurement from top edge of test specimen. Specimen No.l Impact No Impact Loc. Speed F Sec. X Meas. Y Meas 1 1 50 3 26.0" 30.0" 2 2 522 8.0" 5.0" Performance Test Results Specimen 2, 402.1.1 (Large missile) The specimen was impacted with a 8ft. long, 91b., 2" x14" at the following location: Loc # 2 Loc # 1 Impac ed at 50.6 ft per second, Mid-span of X panel. No mis lie penetration. Loc # 2 Impacted at 52.2 ft per second, Upper left Loc #1 corner of panel. No missile penetration. X I I Note: X measurement from left edge of specimen. Y measurement from top edge of test specimen. Specimen No.2 Impact No Impact Loc. SpeedFt/Sec. X Meas. Y Meas 1 1 506 27.0" 31..0" 2 2 52 2 7.0" 4.0" I i )~age 3 of 4 Advanced Flexible Wind Abatement Systems Report # CTLA-78OW Performance Test Results Specimen,# 3, 402.1.1 (Large missile) The specimen was impacted with a 8ft. long, 91b., 2" ' 4" at the following location: Loc # 2 Loc # 1 lmpa ted at 52.4 ft per second, Mid-span of X panel. No mis' ile penetration. Loc # 2 Impacted at 51.0 ft per second, Upper left Loc #1 corner of panel. No missile penetration. X I i I Note: X measurement from left edge of specimen. Y measurement from top edge of test specimen. Specimen No. 3 Impact No Impact Loc. Speed I t/Sec. X Meas. Y Meas 1 1 514 27.0" 32.0" 2 2 51 .0 8.0" 5.0" Test Date: October 4, 2001 I Test Completion Date: October 9, 2001 Remarks: Detailed drawings were available for labo tory records and comparison to the test specimen at the time of this report. A cop of this report along with representative sections of the test specimen will be retain d by CTL for a period of four (4) years. The results obtained apply only to the specime i tested. This test report does not constitute certification of this product, but only that the above test results were obtained using the designated test methods and they indicate compliance with the performance requirements (parag aphs as listed) of the above referenced specifications. Certified Testing Laboratories assumes th It all information provided by the client is accurate and that the physical and chemic 1 properties of the components are as stated by the manufacturer. I I i Page 3 of 4 Advanced Flexible Wind Abatement Systems Report# CTLA-780W Observers Pat Petrusse Advanced Flexible Wind Abateme l Systems Jeremiah Donahou CTL Ted Scanlon CTL � V Certified Testing Laboratories, Inc. �- � Christopher Bennett Lab Manager Architectural Division cc: (2) Advanced Flexible Wind Abatement Systems j (1) Ramesh Patel P.E. (1) File I I I i. ADVANCED FLEXIBLE 'WIND ABATEMENT SYSTEMS' INC. 3147 Cecelia St.lacksonv'lle, Florida, 3?'54 L' itwei ht•Cost Effective o (904) 384-9530 FAX: (904)3 ,7- 1. 859 rS. a Fold UpStores Compactly NEW PRODUCT ANN UNCPIENT Advancef Flexible Wind Abatement S stems is a Folypropylene wcven monofilament gectext i1e farr ' c , with individuai filaments woven into a basket weave r.etwort: E nd calenc?ared such that the filaments retain dimensional stal:i itv relative to each other . A11 screens are designed to 9C FSF ( Founds per Square Foot ) , Category 5 hurricane . i Current standards for buildings up to 30 ' height are : 130 mph inland Areas z0 . 6 PSF-65 PSF Max. 140 mph. Coastal Areas 46 . 2 PSF-75 PSF Max . 150 rnnh Extreme Sites 53 . 2 F1?F-85 PSF 14a:c . The Advanced Fle:fible Wind Abateme t System is strong , easy to deploy and retract , semi-transpare t and versatile . It has roll- up capabilities and the ability to be stored in a small scace . The AFWAS system has imunity from 4eterioration and a 10 year defects in composition warranty . All proeucts are engineered and in talled to comply with the latest SBCCI Building Code . I Advanced Flexible Win Abatement Systems,Inc f� "YOUR STORM PROTECTIOi SPECIALIST' �,I 05/23/2002 16:50 9047318824 ANE11CAN WINDOWSPMD PAGE 02 _ t APPROVED t' CITY OF ATLANTIC BEACH BUILDING OFFICE :1 MAY 2 9 2002 800-31 6-992 Br. TECHNICAL SFECI�ICATIONS • Meets Dade County,Florida requirements for large ssile impact • Tested by National Certified Testing Laboratories • NCTL-210-2310-2 Cyclic test with impact resistant vertical membrane seam to Dade County PA203-94/Table 23F,positive 671 and negative 671 cycles. • PA202-94 Structural test(ASTMS 330-90). • Tests conducted PA201, PA202,and PA203 (with n' deviations). • Design pressures+/-60.0 psf. • Static air pressure test to 90.00 psf. Compliance, Design and Mani facturing References ASCE 7-98 ASTM D3786,ASTM D4355,ASTM D4533,ASTM D47 1,ASTM D5621 South Florida Building Code Miami-Dade Test Protocols(see above) SBCCI Standard Building Code, 1999 Edition SBCCI Standard for Hurricane Resistant Construction SST D 10-93, Special Edition for I IOMPH Wind Zone SBCCI Test Standard for Determining Impact Resistance h om Windborne Debris, SSTD 12-99 WARRANTY Advanced Flexible Wind Abatement Systems,Inc.warrani s Advanced Window Screens hurricane wind abatement product to be free from manufacturing defects d to perform to tested loads as designed for the period of ten(10)years. This limited warranty does not cover improper installation,misuse or loads exceeding designs. Advanced Flexible Wind Abatement Systems,Inc. shall bi liable for incidental or consequential damages, loss or injury. Advanced.Flexible Wind Abatement Systems,Inc. may re air or replace any defect at its discretion. r. �.J I i 3 M 1 i X 10 � i 00 39t/d Q021dSMOQNIM NtiOI213WG OZ88TELP06 90:it Z00Z10Zl50 i CITY OF 4&4a 4-c /each Office of Building Offici 'I ++ `` REQUEST FOR INSPECTION Date_ l l Per it No Time A.M. Received L P.M. Job Address Owner's Locality ctor C� BUI CONCRETE ELECTRI LUMBING' Framing --—�`L MECHANICA Re Roofing ❑❑ Slab ng ❑ Rough Wiring ❑ ugh ❑ rCaerd& ❑ Insulation ❑ Lintel ❑ Temp Pole ❑ p Out ❑ Heating ❑ Final ❑ c ewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. Wed A.M. T iurs. Friday pM Inspection Made — Q A. P.M Inspector Final Inspection ertificate of Occupancy❑ Date i nn AACITY OF Yaa& Office of Building Offic al REQUEST FOR INSPECTIO Date Pe mit No. l!/ Time A.M. Received ,P '71 -F-I S l,-,s Dom, Job Address Ofw Locality/ J Contractor CONCRETE ELECTRICALPLUMBING r MECHANICAL ❑ Footing ❑ Rough Wiring ❑ IRough Re Roofing ❑ Slab ❑ Temp Pole ❑ Out Air Cond. & ❑ Insulation ❑ Lintel ❑ Final o p Heating ❑ ewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. Wed. hurs. Friday .M Inspection Made f �- Z A M. + P . Inspector_ )_ Imo-' Final Inspection ❑ 1 S Certificate of Occupancy ❑ Date CITY OF � /sGLLC /3eac*4-49 ' Office of Building Offici'al REQUEST FOR INSPECTION Date /O 7-0 7 Time Pei it No. 3 Received A.M. PM_ . Job Address Owner's Locality Name Contractor BUILDING NCRETE ELECTRICAL FramingLUMBING MECHANICAL Re Rofing E Footing Slab Rough Wiring ❑ I lough ❑ Air Cond. & ❑ Insulation ElLintel ❑ Final Temp Pole ❑ o p Out ❑ Heating ❑ ewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. � Wed. hurs. Fri—da y �M' Inspection Made �.- � t1 A. Inspector P IV Final Inspection ❑ ertificate of Occupancy❑ ate