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Permit 1814 Hickory Lane r 5 -1 U`l'P � 1 ,.,, CITY OF ATLANTIC BEACH '"` , 800 SEMINOLE ROAD J 'fl ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 4.0 a Application Number 03- 00025668 Date 8/06/03 Property Address 1814 HICKORY LN Tenant nbr, name NEW SINGLE FAMILY HOME Application description . . SINGLE FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 240000 Owner Contractor FASANELLI, FABIO FASANELLI DEVELOPMENT CO 712 SHIPWATCH DR E ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 (904) 614 -1999 (904) 614 -1999 Permit MECHANICAL PERMIT Additional desc . Sub Contractor . RIX MECHANICAL INC. Permit Fee . . . 87.00 Plan Check Fee .00 Issue Date . . . 7/30/03 Valuation . . . . 0 Expiration Date . 1/27/04 Fee summary Charged Paid Credited Due Permit Fee Total 87.00 87.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 87.00 87.00 .00 .00 e io BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL (.6 2Ce ,, - ' CITY OF ATLANTIC BEACH �' :f,' MECHANICAL PERMIT APPLICATION -, n s) Date: Owner of Property: I—u k ITN S QAJe /// Oe(/rfap)e ep Job Address: / 8 /z H - k 0 L Contractor: R i X' al E C RAM (A rA) ( In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. III. GENERAL INFORMATION A. Type of heating fuel: B. lir Electric IS OTHER CONSTRUCTION BEING DONE ON THIS ❑ Gas: _LP _Natural _Central Utility BUILDING OR SITE? �/e s' ❑ Oil /' ❑ Other — Specify IF YES, GIVE NUMBER OF CON TRUCTION PERMIT Q 3 - .2 SG ‘ il IV. MECHANICAL EQUIPMENT TO BE — TURE OF WORK INSTALLED Residential or _ Commercial �— New Building Provide complete list of components on back of this form) ❑ Existing Building Heat Space _ Recessed Central Floor ❑ Replacement of existing system 1;1" Air Conditioning: Room ..Cen Cr7/ New Installation (No system previously installed) al--- System: Material 0 &ACT 004 Thickness ❑ Extension or add -on to existing system Maximum capacity .2.00 cfm ❑ Other- Specify ❑ Refrigeration ❑ Cooling tower: Capacity gpm ❑ Fire sprinklers: Number of heads ❑ Elevator : Manlift Escalator (Number) THI5 SPACE FOR OFFICE USE ONLY El Gasoline pumps (Number) (Received) ❑ Tanks (Number) ❑ LPG containers (Number) Remarks ❑ Unfired pressure vessel ❑ Boilers Permit Approved by Date ❑ Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving ?— CO/11ni PH WAOIA p/gytU (Tons) Agency HEATING — FURNACES, BOILERS, FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving Z A- I (A Pr/ /IA A/M0R P A.yJuc (BTU) Agency / O - A1t) L& L. TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us 1/14/03 r j AIJJ7 J, c } CITY OF ATLANTIC BEACH ■ r *, J 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 S Application Number 03- 00025668 Date 7/18/03 Property Address 1814 HICKORY LN Tenant nbr, name . . . NEW SINGLE FAMILY HOME Application description . . SINGLE FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 240000 Owner Contractor FASANELLI, FABIO FASANELLI DEVELOPMENT CO 712 SHIPWATCH DR E ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 (904) 614 -1999 (904) 614 -1999 Permit MECHANICAL PERMIT Additional desc . NEW HTG /GAS HOOKUP Sub Contractor . SAWYER GAS COMPANY Permit Fee . . . 100.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 100.00 100.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 100.00 100.00 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARB.PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL 6s " CITY OF ATLANTIC BEACH / 'J „ F : - , : A ,, „, - j 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 ''�0S;1 03- 00026119 Date 5/29/03 Application Number 1814 HICKORY LN Property Address CKOR L POSTS,6' Tenant nbr, name Application description . FENCE PERMIT TO BE UPDATED Property Zoning 1000 Application valuation . . . Contractor Owner FASANELLI, FABIO FASANELLI DEVELOPMENT CO 712 SHIPWATCH DR E JACKSONVILLE FL 32225 FL 32233 ATLANTIC BEACH ( (904) 614 -1999 (904) 614 -1999 Permit FENCE PERMIT Additional desc • 35.00 Plan Check Fee .00 Permit Fee Valuation 0 Issue Date . . • • g Fee summary Charged Paid Credited Due 35.00 35.00 .00 .00 Permit Fee Total 00 00 .00 Plan Check Total . .00 Grand Total 35.00 35.00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION IMPROVEMENTS" ICCAB E PROVISIONS OF LAW. WHICH BUILDING OFFICIAL ,.� CITY OF ATLANTIC BEACH $-"' lj 800 SEMINOLE ROAD �� , ATLANTIC BEACH, FLORIDA 32233 -5445 �., \ IS 1 TELEPHONE: (904) 247 -5800 . , 7 FAX: (904) 247 -5805 SUNCOM: 852 -5800 "4 - r ;•+ � http: / /ci.atlantic- beach.fl.us c c ri PLAN REVIEW COMMENTS Permit Application # 03 - 2LQ 11 ° l Applicant: FCc-b!n rre Sc n Q 1 Address: ! IAI i 4rC k ri Lvi Project: r n, r w f a l as-ii / ? Your application is approved o Your permit application has been reviewed and the following items need attention: Please re- submit your application when these items have been completed. Reviewed by Signed if, At Date 4 5� L / -a3 Contra •r Notified Date SELVA MARINA UNIT NO. 10 -B PLAT BOOK 36, PAGE 61 / r0 iii L -+ SCALE: 1" = 20 0 - o r I 0- m N N cD N00'49'2: "W 175.49' o r D r m z D r x r ` r J m Q 0 A - O r > r r. rn m o O O ' Li O r D J -- V T > > 9 f x P / J --i N J � � � D J = N m l 7 - o 0 W C7 n o p p ° m C 4 mr co r 1` E o' x ob\ C � O � D V ; 4% wilimmil e-• 0 0 > (9.„ .,. v. ,:, iip jor iipiiiiii. < xi 7D oo I ii lr r 0 R �� O • (s. D C� 0 %P." G o 00. o t \ .■ Z. O ` 00 � t-N r d � L Z O � °� HICKORY LA\E c. k O CUL -DE -SAC .LL A, CITY OF ATLANTIC BEACH : FENCE PERMIT APPLICATION af_31s. Date: 4.5 / 7/ Job Address: l S< 4 / II/ Ch/o, 7- 1,4' Owner's Name: / /S,4'1-t- �- / Address: 7/2 SN /Pi#, -rc.q �>.. , 7 /2 . 3212$ Phone: ( o ` / 1'l9 - saw, ,4,41., x. Legal Description: Block Number: v.'ir / /j -G Lot Number: /22 Zoning District: Fence Contractor: /9- 5A,/6z�l• _(..D-1/6"2.-c2/ f (_..0.4- -1 ,4itiX Address: 7/2- Sf ///k/27TG4/ PQ- Phone: 220 5f / City: T.4ti/(Sfa✓✓/I. State: /Q. Zip: 32225 Fax: 2 73 - Ivo0 Type of fence and materials to be used: t(/'XD `'fr �'' LW p! &s r -5 6 —0 flee! <„rf Valuation of fence: 4* G 000 00 Is approval of Homeowner's Association or other private entity required? N If yes, please submit with this application. © Interior Lot ❑ Corner Lot Dumpster or storage tank enclosure Tree Protection: B1 NO. Applicant certifies that no trees will be removed for the installation of this fence. ❑ YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. PLEASE PROVIDE TWO (2) COPIES OF APPLICATION AND THE FOLLOWING REQUIRED INFORMATION: 1. Attach copy of property survey showing location, height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement.) 2. Provide completed Owner's Authorization Form if applicant is other than property owner. I hereby certify that all information provided with this application is correct. 1110 Signature of Owne �,66. / - - �. / Date: 5/I 1�o Signature of ContractolgATARM / Date: Cl/ 9/03 Address and contact information of person to receive all correspondence regarding this application (please print): Name: F ® �S/ Mailing Address: 7)2 5/1`A %G#, ,/7,,,. ,T f 2 - 2222 Zr Phone: 220 -3 cl sJ Fax: 27 3 — 3 E -Mail: f/ 8/(;:) . &le. Sa...1b+4 4.140' 800 Seminole Road • Atlantic Beach, Florida 32233 - 5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Page 1 Revised 1/14/03 TI o n N° . Z Z N --I r > n A,a � � v ) r�Z C) Z Z m ( > mm >-- •73 CD O 7) r O Z D X O o -< Z(/ D O m p D X O r ',- � O ,J m --1 f N L ., c v r n Z u) m� D cn � L., v r - O _ � ^ / to �' X no -- -I 1--- O _ -t m -a m Z CO m v r'> n � / rnrn O -4 = zJ K O cn ��(-1 / (n CD �� m C c O O O O r D Om - Z -< z C\ 4 ci (7 Q O --I (Tl r C) _ Z p -< > m ti 4 ° —1 a m > D O Z ( O o .0 m i Ul c. a = �« r ZOm O D n S r O O O r --y / y 0 <:. (n v Q O A \ ` r x 0 / (:•• D 4 —I -4 DO '111111pir' .1\ ' H y '\ JI:1" 441k Q7 D a = N R f T� ,-,f,. > 0 z ° c OC N � 0 77 r J ). m O O CD G D w SiQ. M .., m r zaw -Z r -11 �O A � �ma = � 0 f p .17 Nz> N _ � / v r• O •, Z � = n m N N O .• n C I y ° w En 4 L r < N p C/‘ N 0 Q M 0 5 ga)054 la MI 1 o Z .Zl Z C a Z Z7 m t1 A . � OD • 0 = O xi � -1 3.,Q a" ti › z P'■:•v4 � � � O Z -4 Z ( k .,. G 1 gr 1. rn Z 4. V' Z m N 70 ■ 1 ›, 0 0�roq C) Ca Z m r', ° f � m > • O =a�7 •co o 3 a! �? A m n -� Z r D C m V' S a O M C m ( (II fTl > � - . / C "' A 1 (1" � �.. � N C D p -• - v 3o m q - z Z D i c4 0 D 40 . 9...m �. - . A p O o Gi 0 -- ,. O p 3cYppcmQ O Q1 m ( - m NCB <n lBWAi1 !T 1 C.+ N V) I 2 O,, C.i iv N CD CI( rtr��yij� J i? CITY OF ATLANTIC BEACH �,11, FENCE PERMIT APPLICATION Date: S /l 7/03 Job Address: /8/ y 11/ C,17A7, Z.4416 Owner's Name: / Address: 7/ �i / %�tt/ f� c T /��C . s ZZ Z5 Phone: lz/ / l c� 7 c' ` z yip Legal Description: Block Number: S' .'ir /2-C- Lot Number: Z Zoning District: Fence Contractor: F;" Address: 7/2- .5/1 //4/% rG`/ 2? . Phone: 220 - / City: �llSfkJd?G State: L. Zip: 32225 Fax: 2 73 - © © © 3 Type of fence and materials to be used: 41490 f u J / P� . /7 s // ! !Q -0 / u Valuation of fence: l Q ®n °O Is approval of Homeowner's Association or other private entity required? N0 If yes, please submit with this application. © Interior Lot ❑ Corner Lot ❑ Dumpster or storage tank enclosure Tree Protection: E NO. Applicant certifies that no trees will be removed for the installation of this fence. ❑ YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. PLEASE PROVIDE TWO (2) COPIES OF APPLICATION AND THE FOLLOWING REQUIRED INFORMATION: 1. Attach copy of property survey showing location, height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement.) 2. Provide completed Owner's Authorization Form if applicant is other than property owner. I hereby certify that all information provided with this application is correct. Signature of Owne / Date: S�l f / 0 Signature of Contractor , / Date: r/J VC73 Address and contact information of person to receive all correspondence regarding this application (please print): Name: Fz";"( 0 �/- / Mailing Address: 7/2 Sl�ljl1//�T2W /72 - ` - 2 Z f Phone: 220- 3 1 sJ Fax: 2 73 —6 3 E -Mail: i Fi4$iQ ya - 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Page 1 Revised 1/14/03 w « ` - i ' C ITY OF ATLANTIC BEACH 800 SEMINOLE ROAD .. ATLANTIC BEACH, FLORIDA 32233 0 vf INSPECTION PHONE LINE 247 -5826 03- 00025668 Date 4/29/03 Application Number 1814 HICKORY LN Property Address NEW SINGLE FAMILY HOME Tenant nbr, name SINGLE FAMILY RESIDENCE Application description TO BE UPDATED Property Zoning 240000 Application valuation . . . . Contractor Owner FASANELLI, FABIO FASANELLI DEVELOPMENT CO 712 SHIPWATCH DR E JACKSONVILLE FL 32225 FL 32233 ATLANTIC BEACH ( (904) 614 -1999 (904) 614 -1999 Permit BUILDING PERMIT Additional desc • 915.00 Plan Check Fee 440.00 Issss I Fee . • • • Valuation . . . . 240000 ue Date Other Fees CITY RADON SURCHARGE .38 CAPITAL IMPROVEMENT 325.00 ST CONSTRUCTION SURCHARGE 18.12 AB CONSTRUCTION SURCHARGE 2.01 STATE RADON SURCHARGE 7.31 SEWER IMPACT FEES 1250.00 WATER IMPACT FEE 650.00 WATER CONNECT /METER ONLY 85.00 WATER CROSS CONNECTION 35.00 Fee summary Charged Paid Credited Due .00 .00 Permit Fee Total 915.00 915.00 .00 .00 Plan Check Total 440.00 440.00 .00 .00 Other Fee Total 2372.82 2372.82 .00 .00 Grand Total 3727.82 3727.82 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPL COMPLY WIT A THE CONSTRUCTION LIEN LAW CAN RE W ICH PART O THIS PERMIT AND PAYING UBJECT TO REVOCATION FOR VIOLATION OF APPLICE PROVISIONS F LAW. PLANS ACCORDING TO WH ,,,\ 3 _ , - BUILDING OFFICIAL Book 11087 Page 1942 5 MIN. RETURN PH ONE # L lq l • r NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) Permit No. Tax Folio No. State of FL ;)4 County of DtJ To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: G©i 2 1,4)1r /2 --C__ / /AiR Address of property being improved: / e / » I G o t Y 'T/ 4,Aar G Re-/4• r%6, 3 223 3 General description of improvements: 4/ S /A) 6 f -'/" /L 0 GG Owner f ( 1 5%.1,JGL L Address - 7 I L 5b1( D-t . Z. T om• / L- 3 ZZ 2 S Owner's interest in site of the improvement S/r- Ac' Fee Simple Titleholder (if other than owner) Name Address /' c?k(12 Contractor /'aS4t)62LI �EV6 nPn �T C ._ 9. ( 5) Address 7/2 5/--i/ . Ti�X F . 32 2 2 S Phone No. l oy (O Pi- I 7 Fax No. 90V 2 73 0 Surety (if any) Address Amount of bond $ Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name Address, Phone No. Fax No. Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name Address Phone No. Fax No. In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 (2) (b), Florida Statutes. (Fill in at Owner's option). Name Address Phone No. Fax No. Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is specified): \ `, CITY OF ATLANTIC BEACH ;� 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 0 INSPECTION PHONE LINE 247 -5826 Application Number 03- 00025668 Date 5/23/03 Property Address 1814 HICKORY LN Tenant nbr, name NEW SINGLE FAMILY HOME Application description . . SINGLE FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 240000 Owner Contractor FASANELLI, FABIO FASANELLI DEVELOPMENT CO 712 SHIPWATCH DR E ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 (904) 614 -1999 (904) 614 -1999 Permit ELECTRICAL PERMIT Additional desc . TEMP SERVICE POLE Permit Fee . . . 70.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 11/23/03 Fee summary Charged Paid Credited Due Permit Fee Total 70.00 70.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 70.00 70.00 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL I CITY OF ATLANTIC BEACH, FLORIDA APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: S 2005 ,} IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, 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 ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ECTRICAL F , MA3 ,' o ' E 1 ' ` SIGNAT • ' 1.3rDuksch4 4 rak--Se) r % I , -t le OWNERS NAME: h9 AAtllt ADDRESS: /°I? el BLDG. SIZE BETWEEN: RES.( ) APT.( ) COMM.( ) PUBLIC( ) INDUS.( ) NEW( ) OLD( ) REW.( ) ADDITION( ) TRAILER( ) TE . ) SIGNS( ) SQ. FT. SERVICE: NEW)I INCREASE( ) REPAIR( ) CONDUCTOR SIZE //��kMPS: COPPER( OPPER( ) ALUM.( ) `C pee.... FEES SWITCH OR BREAKER )r!O AMPS ` PH (W � VOLT 'RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30AMPS 31.100 AMPS SWITCHES INCANDESCENT FLOURESCENT & M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CEIL. KW -HEAT CONDITIONING COMP. MOTOR OTHER MOTORS AMPS HEAT 0 -1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS e3 " 26g "0—peivity fi f �� g ER 600V OVER 600V TRANSFORMERS: NO. KVA NO. KVA NO.NEON TRANSF. NO VA MA MOTOR SIZE SWITCH FLASHERS EACH SIGN Updated 5/20/2002 < << « « « « « « 0 < < < < < < a « «< <<< <<<< <<< z zz ZZZZZZZ zzzzz z zz zzzzzz zzz zzzz zzx 0 0 0 0000000 0 0 0 00,00. o 000 ::::: ii r cc rrr rrrrrrrrrr r r rrrrrr rrr rrrr rrr N h h g U vn.n 3� N� <<< 4 0 g ° 0 C ,g np p ;it . . p . N B � p N� `C (N7 8e- . w ° w �O �D °�D �D �O J] $ W 3 2 5P o 3 c_)0 UUU m UUU E •0° o 0 ' o -- w_w 0 o u".0, Q 15 w S x r C N S ° 4 S <- N C ' S 0. 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O w ,„ 'v d o a N v 3 u` i= 3 m rm m m s °' , ' . .F w o L. m M C O 'O G 4 L k 'O m •• 8 o . 5 9 u s S u v ° ma U o> g 'v 5 m0 ;- W . g'm ux= m ,, .5 E r {y p� >p p p p J u U r ...+ e�e ¢ G a eV Ni F .• N I-. 3 F .- lV AI F .a `r F g O 8 O E y O . .871 N U 4 ` E p� G, .a s gm w • `. '° u ,5 V > .0 0. u E C N °i �a - �'• .° m m a c 70 o E 0 0 0 0 m m is m m m i u� O °i a 0 o o . u A 0 d.iw d a �� z g <co 0 ciw .:cox.: AQ A. ..1 -Z- .:sr x e 48 s. > r O1„ DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE r rJ 1�� ATLANTIC BEACH, FLORIDA 32233 -4318 iA TELEPHONE: (904) 247 -5834 F - . FAX: (904) 247 -5843 SUNCOM: 852 -5834 http: / /ci.atlantic- beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # '. - 3 Applicant: FCC 5 4 '')C l l 1 JJ(V 2The'r - (_ _ Address: 13 1 Li k } c_/O J Project: N C1- o Your application is approved as noted by the Public Works Department. Final application approval must come from the Buildin 1 • I • rtment. X Your permit application has been revie :e:r e Public Works Department and the' following items need attention: rc' p IgogK AL _as I 0-6.11A7 4111b■ 111Pwl,, :� l ./lam =� r►�ir7N1' t - rl;.�I/ / /a��i� � • • • _ . • e. . -.I ' r C!' r e /11 r • i t . At S -4. C S'Gir• ✓G 7/ u 4," _ / ` t , Gt / i i D-# - •• S� Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247 -5834. Reviewed by Robert S. Kosoy, P.E., Director of Public Works (.3/1,3fo Date Signature Contractor Notified Date 3 /l7 /o t-.; L La 1 V 1 D .__ '' • C ITY OF ATLANTIC BEACH J , -� V' BI 11 �,N( R, 7_nrllNiG *pi t ' MAR 1 1 2003 BY: City of Atlantic Beach • 800 Seminole Road • Atlantic Be • . • . • Phone: (904) 247 -5800 • FAX (904) 247 -5805 • http : / /www /ci.atlantic- beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE- FAMILY OR TWO- FAMILY (DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) 1 g i f---1 i alto / i fart -n/u Z --,0,7- � � DATE 1 A 3/0 3 JOB ADDRESS .2.2._, gLj: A / ,:v,. Viv , r /2- G 1-11 G,( /? V 6. �� OWNERS NAME G E / / /c0 �/ .S. 0 G 7,1_, l c 17 ik 7 I ADDRESS / / ( 6 t lla /`!:4'L /.✓4- Di 4i:7? PHONE: 90y 6 /1/- /% f 7 LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER .2 ZONING DISTRICT CONTRACTOR -, LL ; De c.(„A�).v: Co. STATE LICENSE NUMBER ( -•c, - C ; y ,2 3 2 ADDRESS 7/2 - 1- /Lnt:✓/ 4 -7 - LH r �, PHONE -7 e /v-/ �! `l' Ci CITY 7 -l5 OA) ‘,/,/ L L c STATE /• . ZIP 3 2 2 2 5 FAX yOZ/ 2 7 3- ,!7(c7 DESCRIBE PROPOSED USE AND WORK TO BE DONE C Gm-i-77)- lJ c: r/ ,,',v Vii% /1" - - 21J 5 /,i ' - L 6 F iv / L % /i6% L PRESENT USE OF LAND OR BUILDING(S) - 5/;v( - ,L-i a 2-7-7/1__ . y ✓Zt- / j�c i '- L VALUATION OF PROPOSED CONSTRUCTION 42 - 9C} O Is this an addition? /QJ0 If yes, what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? New 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? MO If yes, please submit with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MATERIAL? ❑ NO. Applicant certifies that no change in site grade or fill material will be used on this project. E 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 to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. 6/18/02 STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre - construction or post - construction topographical survey or grading plan is required. (If not required, written verification 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 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 following 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 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 - 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 P OVIDE TH THIS APPLICATION IS CORRECT. E _______ SIGNATURE OF OWNER DATE 1// 3 I HEREBY CERTIFY THAT I 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 WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. 1 UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT 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 CONTRALTO X11 3 / G DATE �� /�3 ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME /-4' 13/ /�/4-S ✓r, - / MAILING ADDRESS 7 /1 - /,/////Fr /-/ L . . 7:9-A- . m2.. _3 2 2 PHONE 90 L/-28c2 `C=C FAX E-MAIL 9' G� 1 / 7s c,67e,�s' / (i. s, s: 0 C,7), -- SWORN AND SUBSCRIBED BEFORE ME THIS / V DAY OF ,14A RCF, © 2 0C3 STATE OF FLORIDA, COUNTY OF DUVAL / \\\\ �� 1 11111111 1111114, i \\\ `", C,'as ° \ \ne S. Vales ��i NOTARY'S SIGNATUR 0 /� / , ,, / ,M \S .•SIO I ,9 b er 6, ° i '. % I AS TO OWNER: o -\ vo Personally known * : + •.0 - Produced identification To '; :ifs:: �am = Type of identification produced ii , e UC S ?A'� E� « � x `� AS TO CONTRACTOR: /1h111�11N11 ■;,Q Personally known ❑ Produced identification Type of identification produced 6/18/02 4 * C i M � ' MAR i � I Uj 01 r City of Atlantic Beach • 800 Seminole Road • Atlantic Beac.l,- ida- '233 -5445-------- -_._. Phone: (904) 247 -5800 • FAX (904) 247 -5805 • http : / /www /ci.atlantic- beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE- FAMILY OR TWO- FAMILY (DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) I g I 4 Hi cicoi Lcuri,u � y DATE / // 3 / C D . JOB ADDRESS LC % ,22 SQL l: is / v.�} alt i r /2- C, ill, c ,,,,,,.'.^ L ;,✓i OWNERS NAME F /r, / I $ / -1 A1 / -/ i 7z. - e2. L. / ADDRESS 1 ? Ci c - -? 174 / -�.'1 i,L-4 D 4l-> PHONE: ivy - 6 /7 -P LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER _2,2. ZONING DISTRICT CONTRACTOR f ; 84 c L ; 4YL z_ CA 7c>‘;1 C c STATE LICENSE NUMBER ; ADDRESS 7/2 / /l //-„✓A c // p. e '. PHONE 2C/ / ‘ / 2 S CITY • 7 -4- -c s• c v ii., L c STATE /'L ZIP 2 2 25 FAX 2/2 - 7 .7.3 - & DESCRIBE PROPOSED USE AND WORK TO BE DONE C- 6%1- t., ° ri , % >,,,.> 697.- A/ - L / PRESENT USE OF LAND OR BUILDING(S) _S /w6 t t- ,,c /1._ y .. P ; i. - L VALUATION OF PROPOSED CONSTRUCTION 4 -2 L/C' ce-c) Is this an addition? kJ() If yes, what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? New 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? MO If yes, please submit with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MATERIAL? ❑ NO. Applicant certifies that no change in site grade or fill material will be used on this project. 2 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 to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. 6/18/02 STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre - construction or post - construction topographical survey or grading plan is required. (If not required, written verification 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 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 following 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 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 - 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 OVIDE WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER J DATE ! // S� I HEREBY CERTIFY THAT I 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 WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. 1 UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT 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 - CT ��,_ �. / DATE A ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME � 11 / x': /� `- >.✓c =Z L MAILING ADDRESS 7 / 2 5 /5 /�fL r' G `?' P Tom ' -& �C . 2 2 PHONE FAX — 2 'G 6C- CF FAX /G / a �s -C c E -MAIL / -7 1 ;---- L - 3/ (, e! e SWORN AND SUBSCRIBED BEFORE ME THIS / 0 44— DAY OF NA RC4 c O 3 STATE OF FLORIDA, COUNTY OF DUVAL 01111 0100 O 00e S. 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Ill,1 x 1 1/4' 1•(11/' 21 WC PR114(0110 ONAVIN(A ARC ((41(1401411 1(1 \ --C yl I'L'I2 5111£: moo trim tr II( I ILLOv1NIi I(4SrA1L A VINl01RA11C tnNSIrn(11114 viirfir 014(1144 _ ___ -InM(I 14(4141414 (11;:f;41t1'1: r' SYSIC14 IS ANCII[1RC0 111 n 01115111191 IV(1 SY VUIO 1. f - -.. - .I _ 1 MASONRY ON C111 IC IUNS 1R1114!(I1N VIN,NL' Nu uavlr'c ul INSVIUf, 00114 SYS(CM IS 14M(I(N1CO 11) A 14114141414 Iv() NY SIRUCIUN, WNW DIX:X. C MASONRY is? U114CNCIC 4IINS1NIKt1114 __ VIII RC 7 ofSICIF. 1StSVII: ° RAr11gC$ - ' " '""- 01K01 SYS(LM IS 40[I NN4LR 41R(C(LY (11 [M14r1(f1C --- _ (1(1( V.1110 Art 0!14(4 5 411/1 VAI(k 1111111'41414,4 ( MASIl 1 VI III I1R VI A 1411(4. S f1NKrU. O ( At p IN r Yfg'N IS Y10.11111A/NI IS INII RIO!! UY V(111I IIKk, 1vi111V 6 DRd /EQ - Y 7(I , sr1u AI 'n,:n,i 4A•! (.A'.�,4*'M,,,11h 1„1 nNDOIRINr15144[41 111 IV 110 4 (147 t1 vuaLivC..0 1 Al Rf lY.F.>_r 7. ..,(,(J1 par. . .,,11 �}'ul..;rr,IS .1 1 I/2' 0111 011141 IWO v111111 SOSfRAII ' nl u 1 (1 4 :I /1411' 14'111 IAP14O 1 .11111 NS 1 .11111 1 1/i2' (4)414414 (#l(UMU 1 mill 51414(414 K 1NSINlC1 (YII( n[ 1410 AliIY,S pW)ILL Il111 M1 1,M,OhY II14 1St.. !(4•Il Jyt • 1 rl.liJ INfU MASLWRY. UVf4 11N1( Su4( (IN II( All f 1(,14!( O Lab Ili [1 (N llV(LNAlt0 A Wel HMI IC INSIALIED mu '144$( -0A5( C1IUNIY '0 .l 1x C',/ APPRlIVL 11' 5111111 CRS III Sll) IS I(SS IImN 43 111521(115 Ud(SS 111111 IS IIISINIItl III bltllP0(�1 00 1'01 - k lx'■, I�,J y 11111!1 SIA 14(7( PCR S1111 JAM( INTO III: AIXX (114 1101.1 IRS (141'(1 11(4514 ARIAS 1/1( RE 11( WI NI3 II( ANL'A ARI 1414)14 ,1.1 10 0141 (NbGrW I,Cl,41rNA`N;[ 111111. A1111 11(0x(, rlrl(1C SlAPLIS PIR .M140 Iron OAS( On 5!1(11115 Ar[LPI vn1111 R luRnlllw A PRY !1 VlilI[ (1(14144444 Vll 14 I n(5x 5(4!4141 111 DC Arh11C0 Al 0101 17Y Y Stilt AI:r,Y,('la ' ' , •r "r'.+U NO SIOCLII(S, n ,.,4 it :vi :1 ...7.,' ",r JAM55 7 10x144 /SIU(LIIC 1((4141[44, 1 /517(,111[ JAMS, A40 51111'11141 11451 II11'urinulif'4t' i "'x - w ;a • • ; - �� `1 ■ra / 4' - �+ 11" ' ultra ) )!1 w1 mt.._ _. . .A w!1 ' Ir } oil: I�wl n1. ( :sb � k� Ik I! 1 L'l1RIKNS ANC CU'CO ANA Otlli J0114.0. U MRRS SHALL 1C P � ... . 'RI 4 .4. rirah• . - 44t •PA11(110 Vi41 A vnll (Polls RVs( ' -'•— ' - -- ,,I , 'fvu '�� I /A1101(IVC 1441114(0 PAIN( VV1111 A DRY (IoM IIIICKIQSS If 00 1!112 Nlt ' M( Yd'iu ' "' " " ^' ela rlwl'; „„1 , I . ..a _ r r q. .,,.. h�t.,, . r. ['$ 514144141. pC Plir•PAlltl(0 Vlf(I AN ACRYLIC (MCI VntlR•tlASI'0/ f�f t•IDn LN fRIS?StEtIS '• ' 9 (RAM pN,IpLL' ll 114 h111; 1(07 (11 0 Ill 12 (11 ILK, vAII.N •R[ W II ")Cc'( 1.d' � (LAMnun / - -- . 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D MASI1NRY ()11 (aNcRC ft, r,rMiSIRt1Cl(ON Vii1.14E alt N 141 L1a1 IK1UA SYSICN IS ANCIURCD 111 A NININ11M 1VO DY S lOut rURAI. VOID DUCK C, MAS(rtkY OR CONCkC IC (TINS rRut 1111N v11LRC '- -- - mum,/ SYSI(M I5 ANT:1l()RCO DIRECTLY 111 CONCRETE - - 4l4iJ _ F�� '- hTfldC,� "" " " "' ' Vim (IR 4It14N1r A KIN - -« m(11( vnl R lia INA1du +dial Vnl((R 1Niii 1 1 VIII10 BUCK WIR[14w TS rego , X00110141 II le nttaG L ANCII(R1NG SCR( ITT DE A10 v1111 r(5 4.I tyl'. 15,,,1I.0. p r • ... 1 jC .Lr57,.,, .. N•r,rllviu: •S 'GI,1•,u1LY1'�'y4511,11,1(. rtlr1111118 1 1/ ?' 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PRf..MI)1.11\) (FN ERGY INANI)) W11111) L (IA: .......,....._ .'. , SINGLE I)11(.i1: WITH SIID(1_11 IN \MUUD f'R(1ML W1 '111 13UMf)I :R I (1.. 111 I SWING) k1t1 r 1 1/," IIINIxl PBL11rt,1 , III PER III G9 1. p€ I(,1 11 k..w it1,111RJASl, 1 /Ir 1' IN'illIIS ,__. - ..__., _. — ......_ .. ICU ' MAX_.- .., . ._...._. -- ....- ...,,,, _ *i1 Vi" IHf.11WIt INN 1• fl A' MAX --- -- 4' MAX .. - _• 1...4• MAX d' MAX-- .. '. '1' MAX / 1i MAX- - Ii' -' ;1' MAX .,. 4' MAX ,. ..Mnz ,. (.' —._ link _..U' MAX 1 _....— Mn IIAX L'c 0 Stnf) i 1411, ( z. I '' _. . ] IIFX — Id nU$I x 1:f' ••_ .. :. _. - I4 I.• I ,,, HA A' Ilnk r .,114 Ill: tAX ' 15: flA %( ' lynx la 11nx • _ 11 I nr, 1 :1' 11AX tn CI r WA N (I C 0 1/11' (:' in rk rir (.0o I (41@aIL4• wsdteul AUUW1.I- '11".111,1141.11! 1 1 "tn 0(Ad OIRI - . Niltll,l Oi 0 l:i' 1110% M AX ULl) 1 1 utt 5 I,i" U :..._ (ti ! :t RD E »_,_ .. t 141 r 9Q• ( £ °N 301 a e 13f1CaO8d 1INflJNlM5111U 7I9f1OU tr,r7 (LO -- ��'I c11(10M i - 30 ONIFItIl7:iNv' - 'i4711.4 90/£0 'd E ON Aid 41d 61220 03M Z0- 61 –Nflf .... • . . , . • • • ' . ■ ' ■ - - • „ . PC:EMMY:I' (IL N FERGY BRAND) W1.1111) EDGE: S [NUJ: DON: WITH S I1)11,111; IN W11111) 1 W I TI I 13UMI - 1111:1 - . SHOL 1) (INSWING) ,IN ,I.1 ii. ispippiPP0 1 4141 Pl. Ar Al/ A Mk. 4, 1 '1A/10 j'Al 11 101Alf 1;16' PHI. MR f fN 1 ./1 p/e• NI11IN 1.4111,1144'411 4 MAX— - I-- 4 . MAX „,_ .11- ... •I--4' MAX e MAX -I-H-I- 4' MAX if ' • • • 0 W • [>I:17 MDOR (1 uRAND) 1)11)1)1_1, DOOR W11 S I DEI_I TES IN W1.11,11) 1:1:AH17S \/11111 A BUMPER IHRE, S1111.1) (INSW INC') 1 .. •,,, 15. 'plAx i , ... . •.... • 1 IC. „..,. ____ ,, is• I , 15' , i.,• W •• 15' G' 1AX - lox ' a tiAl - [ s. 4414444 ..”. _,,_ 15' .• • - . 3' MAX ;1' MAX s,...,„ •,- - • 4' vtAX 14111.5 4' MAX- -- -- -4' MAX 4' MAX- • • -•• -•4' MAX il 4411140 DlIfla SY fill 1CRS 4444101 It mx54Iogs DAU u l N ••• (1.1 x 1 1/4' 1:1 Iv!, O'RuRCOILY 10 R !ANSIL:12 1 S 1 a stkplcpulk. • 24 NE 1•14.C(01/44 DRAvImS ARC 1141(1444 I) ou '''-( 1) 1 1 1:1 1 SIIII: i''F'ilti 04441 ('1 1111. 1 OLLOVIN6 MS tALLAIRINS. JAMLI INI o rilf,Tsilr11. I.! A 11400 IRAK CONSIruciirin vil4RF DOM Svstrm 1 ANCI1URCP 10 A 1144114244 1V11 UT 1.4.1(11) - 1-J --"\ , I •-• 1114:1411 INS.114 II MASONRY ON CONCRI:14 101101/7111:1111N 1/111114 Ay 111 1M1v111C ()PAM SrsItn IS 4444114444422 10 A niumm IVO 01 AIRL1CWRAt, V01111 bag. _._.._ C mAs0ANT fAt C(INCACIC C11 1044 VIII AC ----- IKSIUDIESSIr.7pitUris - ____ . ..... MA(11 moo 040 1044 IS A4(1414111 11144(1144 11) CIPCNCIC V1g14,01111/1114,1311in 1 VI 111 nR vi 1 1 low A 1.11 1 4 •4 11 11/C1011A1. 01' Vt1114 (Rim Pbinrvi:: figrdTlyCKEi T: :. n.T..:.ttr,v,s(.■)•,;■ t■fl. 4414(41441 (44 111 41 1114 Vitli NV oa Upec .. 15)11 t( hilly.T. .1 ......: +1 PT ...... i s v, I1 iyjirw,161;,/ A I 1/2' (Mkt OMNI' Itil0 v11114 S11051444 UK 1/14' 1111 IAPCONS 44.1) II 1 1.4,2' /111111414 N11111141 ta • 11111S 5 it INSIA11(111117, A11 uc41 140 NM:WO 44 A(001'109 41. 41(1; , ;,,4 4: (... i 1?;,:i pNr(11140011141. OvrOI44 N Suol DM IIC M 110 AC 4(111 (IC toSC 1r c11110 or 444141104 . 4 MI 1 ouSO 14 (NO 4(1 ED 44144 •44I4440 (111ffillY 111 111 1 11 1 1 4 1 IAA. 05 MARS 1(1 4 SS 14111 11 1141141 1 1 0 111 I'M IN I C!) 061:11d1 4 . APPRINi or SIMI ?CRS woosiollii/AL AmAt vidlif ilt Loa 1 MO 11( 44(44 1 #11 ACEIDA II 111 '• ' 0■111 mr,i u1.1, t (,)4! Ili 141, i 11111 SWISS PER 0111* JAM 11 INTO HEADIR ON S101.1111.0 Arcot vA111 1101.111A1111N AND DIXII, 414144 5 1mm 4 ('4444 AHD 1,4111 DAN WI Sioal 1 Is Accr.fNAN.J.; I 0 " 4 ,, ^9'. t i A144 SIVA Aril 111 PC AC•l 1011 AI Sior PT 1114 ' 0 i! 04 P111 p 1 .'", "17.1 "w .1/1/4114 AM STRUJIEs, 11: qo "'kr I: " i'..,1 .: ■ '," ' '''. 1 InuIRISIVRIIC liEnKft, 1413(4314(1 MC JAMS, ARD SIVE1 1 1 1 11/144 1 Oki' Al. A11111/4 lool L._ 1-11414118 . ..id. , ., .,__ ,,,,, ., ... vf NH, 1,, .101/,4 i It 1Al ii i! ow! 9 11 !1..._ ..., -... , : .II ., . "t‘g CURKIM All LIPC0 MR 11u1 1 .1.44(000. . 0 41 VW. PC M11.1'4111110 1/1111 A vA1flo-llAS4 II (P4111 (P4111 4(131 Iroill11111VC MICR PAM Villi A NY 148 11110aitIS (11 00 r4(1 4 0 H11 ' f ' ll1) .1 "1 - .N i rki l l i iii MS '."'" ' • I. .". -" P i`' i i 1 ,,T.' 9 124/411 snail. , oo1C0 viril AN ACRYLIC lATC1 VA0.11 .1111. illIVIY VAIL'? . NCOIX,Iria 1.1111 14 ARM 17 Vi111 A NT ram 101AAACS1 al 04 10 1 2 MIL alp, p !vv . 1 11 r 1' I l 'fa . . ,...,..._..., . .... . „ .., . ‘ i1 . ' ' ' ' - -. 90/P0 'd E ON Xidd 148 61720 etA Z0-61-11111' ... , . • • . 1 10 ' • • i PRI:111)1.1R (FN 1 E . RG Y BRAND) VIC II 1D L 0(4. SINGLE 1)111 WI PI Si Dr IN! WIlUD I 'RAMC WI 1 1 13UMPFR 1 SI HAL D 11111 r I 14 Ili/MOM (1101,1111 411 (1.1(JTSWING) , o, po NIA I pi ‘ A1,11 1R4A11, IA 11.1 lAt'il.D. */I I/ tilf.111114 IND 11‘4 RI . ,_ - -100' MAX- • - , 4 ' MAX -- ,.- -. • mAX • t1AX--- -- i' MAX-- -- -• . I MAX '..1' MAX-- -- 3' MAX. ..• - ' - 3" MAX " ''. 'C' R00 . A . iiAx - . . / 142 ,, ■'' 'I/11i t'S /. ( ,..... - - _ - ../. 01 141 11051 Y. .: .7. t • i' 1 l' ".: V.1 ' I 1,1X i ..--.-.' ., , I i r. . ' ' ttn5 • , 1 - - • .." 4 1 1 .16' .• Tor /4 (fi(JR 174' riAX .•• 11 11) ti t r LocK reF ms ..-' INV' KW bt SC 1 IiI Al14111. I - • . • rtuyyt em sLxic 1 / o nl a i r, l i o. 1. 9 0 c ArmoRn1 _._...._ . - ?2' x 61 -.5 402• v.I• MAX MAX DU) •-•-'-- () - 1111 .- _. ,...___. .. . ..., KvINSCY 1.1.X.Ylty 1 / ., 41.111(.1. I11 400 St X)I 1 11.•.' MAX , . un 41,4n.tic 4.11C41E1 1.1 C ',.4110I.t. 100 II 1/11, C •., 1Ii' 11A x 11,4 01RAS .1, ., , • 1 I1 1 C I r -4 .1' . .._ __ . ' - - V14;;.:1•.::.1:11'.".:.,47.-...i, 15'. 6' 11AX ''' .11A X - 4 - " '11AX . - . - HAI - ' - . MX -- , IT V .... .' 'rtAk .., •-• - •- ;1 t.14-04 J MAX - .. -- - ..• 4' 411x rAl/CS. LI' KV • - -■ • - 1" •- '",... .1' MAX ) 4/0011 N ., 41' MAX-- - -- -4' MAX A' MAXL- • • -- IOCx I 11) (nor RS Hos 1 ix ANciinfiEu ,, 141011.1)1,) 11.1 IfiANWER lUAIA 14 11E 011)1101444 ''..., HO x I :1/4' i II 21 111C 41)1410410 10olc 4Av,s oaf 0011)4(00 10 ' ',1:1 1 SI 1.11,; ; rq141 (111A1,114 114 fULLUv)NG los 101.1.011Urls. A V(1110 rRA4C ceRsiRoC41104 1044,R4 Dom IJ . __ .... -. .1ArI 14110 I IRV si ll. 0 0)01(41 45 ANLoOR(.0 10 A 1111100 (1 1 TV)) 40 - 114 ._ OPENING. 0 110114141) OR ( 11/4c Rc 1C r.r44(1fht 10)44 viii.0( 0 4) 11111SVING 111 1411011144 011410 SySfyli IS ANCHORED 1)) A N1141■1144 TVG IV SIM/0 wan DOCK C. 8A5ORRT (IR C04004 MRS! RI1E 1 ION VI11414 -___ .._ P VIIII OUMN RATirit,i5 ' '-' "'- MVP MIEN IS ANCHORED 111P(crce 1() cONCRLI 1 __ ..___ .... _ _. „.._ ... _. s0o4( vAlca itio2A11041 L ,VoICR ill . 11 IVAIDIA 'ANLINRY VI IIR V1111091 A RUN 1110 1.11RENIA1 IS 4 4 IMO . RIQUIROD.N1 1 1411 hallil IT 4 /11110 UCK ,riyu'vt u , 11., , , , ,IOLVIN? , t,1 in 1,,i; L MOORING %Hods lo DI RID VIH1 7S.I 1 51.0. 5 r .1.15T • .... mhiros 1 141' ENO( IpirtO Intu V11110 SuRSIRAIC Nu011t4/4.',. filil_NTNiTVrif.. .._._ :6/S1 r4/4/' ...... 504414,1 Oritltie/rC.Ii, IN 7/(6 ('10 14(0(415 11)II1 1 lir HIltlituN 40)4(4(44 WI( M ,0 "). 'Iyil• IN In 410011)14 • Imo c sax s 10 0014)1 r.0 Dm r Al 4 I(A1104 1 MIN II( 0 Al 4 imp,' l!it IlY. 24;4, 4' 4.(104 4 4411 1141 1 DE 1■401A1 1 1 11 1 . , 1111 11A11.DAD0 yitINTY ovIllionG (1,11) ribo 110) m k ai. et Ilrtim 1111 0,1. 11' MIA') UR /N1 1 111410, 1 114.1 yo P,N( ■ ywoY,41.;1:40 , 1 c,,'') 0/TROVLD soul !On 11/ 1(1 1 IS 1)11 11.AN 4 0 111LRY (( 1011(1 1 011) m is (411)0 IN „ 5 111144( 0 1Avir,S 11.14 5(IL JAMB (411(1 11E 1)41 S1911114 1 NM 1011141 AREAS VIOD Of 111111 4.1) II( AKA .11') 1111104 0 III 4 0,114 tkilt'.1;k:111:11.. AND 011(10. 1 (IA)4 (.0 PLR JAYID 11)10 RASE (IN 011141111.1 ACCIP1 Vol)) (OIL 11411E114 • ANTI III / !,.. 1, 41,' , „;,..f,t..„ A (A)4x SEALAA/ III DC APPLIED AI SIDE DY %VIC mr4D5 AND 01111 aliVl4,cite , • - it . , „y ; . ,, ' :114 4. 'c:4:4 ... !.( : 4 ... 4','.: ' !„.4' . .f.' 1 ,:, -:::" A , (0110/041)LiirE hi Aio 12, NjoR/s1DCLIIC JANOS. AND SION II 1 RAW Olupn N(41;1011 yly 9.1_14 I __ „ ,„,.„..„. ........4,1 . IA I tr,0 , ,P■ , 1 , 44(.45 ANL (1111.0 AND 1/14 I i .401440 0 NIIAIS 0 IC PPE 41 111111 A 1141(1) 060(0 r0oxy As)( Rh: 11-7I4.14 .-401•14 41t I , IIIIIIVE RAINER PA(N) 41 111 DRY 01 A 4.0 liocAricst 01 01) 10 12 AD Iii i' Vilf - 1, -- ---- - II - • ...,..... _ ...6. ,, 1124141 V 01101.1. 110 PRE • pnwito solo 014 Km lc (AU %/A 1U . DAS( 111 FRIMIA1P 3YSITfl . pi , Irri):1,,V;if . ,'L1) saroillett, 1111114 (R)K R vlix A DRY 1 1lM 1441(k1A.S5 Or 10 10 1? 410. ms 04400 . p111A11 is 44/5 SIItt• 1 I IV ...-___. ........ ..... „.. .. ,..... , „. .,......,- ... ... _._. .........1,..Imae....,.....01.11..1...v ' .,, • 90/50 'd E 'ON XUA 14d 0S20 GA ZO -61 -liflf • • : , rrv..wu.,..w.— ....a te.. •_�__ —.__.. .i .. ...,.._..._.. —_ r.___�..�.. ....,_.......... ..i .. n.. _.._. �_�__ ,r rr1." Ir Ir..r r .._.. ..x.._ 1.4 w .i. f'1 1 M1)f R ([NTE•_R(:IY IJRANI.)) I)1.IlJ Ill _I" 1)001: W II - II SII)E:I_ITE=S IN WI'l(.II) 1''I:AME-S WI III n I)IJMP[I: 1 ICI, l) (INSWING) k 3 1(11 II,I nrI1n,K 1LLD1 '•' ! ti 1'i 1 A l l A l i ill1, 1 �, •I L ' iI1Irlk w ll (r r1 • f n 4I ( .. t I i /,11r/1 v.nx 11 I /l' J MAX 4, 1,r 1 r LW. It•n114 NAA.i - - -. . g• MAX AAI . �A SIC AO IL ,�.., N — 1 lax-- �' NAx -- /' Mnx Ib�y �I3 LIC 15' OC i,' Dc _C,' I(( —1'•1' IIA IN ,• „15. 111:, MAX µ 1h IIC,t_J( (LC" �yi MAX l "' ,ax rinx — 4nx x HMI 1 f1 ; V • .;..1,..4.,;,..4,- � ,„ ,r ,,,.. I I ..i.,..".+...L. _ .::,;7;€.- ,F • rn OE, - -- , ----••, 7 ' ' �•1 .iq, —,,, — iyt '' I Y . rrlw• I� I I ' pa Iexi i • j • - ( /a I /1(;: Ile X �' I1 \3 v .v r n . I.• I A A I 1(II' ( 11.1(111 (;) IN IAI'' IFSIIx ,IAFI {{ :\ �II1 17 17 • I lnx I� (I l; fp Dr 4UI,x (IC SPACINfI 1 I C _ �i" z 1..0 -- /// - - 1. • „• ' y Ir7� 1 ` I .... I , MAX 111,'1 I - } ,. 1 "J 1 /IG . - - 1 f 1• /i �I /' /, � I nnx 17 17 • Ilnx I \ �•r..lnln w.uh.I I � + I I 1 SPnCING W' U 1: .Irw1 no 11•111 1 ( I + • In milt I( III•InA I 1 MINX Nr• ■ i 1 II U 17 - n 1 1 nx ,. / / / / Ill. SPn1.IHG ' j 1 II C i .61.111 1 I 1111 :•7. 4 1011 ,M111 I , . +, M �� .I_..._._. _. • r„ 1 Iral r x 11XA/11 ( U' "�u1i l // 1.... �7 x I j l i J • 110 111'NN MW (X11 aN1 h1 //•• 7:P. • '"'S i'_•F.• <:l :ii.. .,...,r -.... .e rn .�,: .., . b A... 1 .Y . •. /1, 1 1 I 4411 11 1 PlI HN�f . ,. lAIM 1• . 1$ . ( IC „ (ll. ,,,l 11C, _ 13 1 (it 1:1 IIC _,IS' 1C. _ Qt,,, }IA _1 ",I Ul , 4 • 1 1 1 , !• 111 1411 I,XMI NAM • liAx kink IfAX 1911% MAX r),01 1 NA 1 \ 1• iim - • 5' I4A X - - - • • 4' tax �. .. 1'r•= -- --5' --5' 1114k "41 \ • - ...... __ nAI rAI \ 1 11 1 ; II1' . 111'4' (1 ...( t 4 1 n.'( rro,l 1 Al TACl1 AY1knl',AI I1lltlly Dot. t l' al) x 1' Lour, SUUIKC PLAT[ Ill INC HEADER f' 'IN AU lt1nnUgial AND T11aCSIlIILII v1111 NIP x 1 J /4' llu(r,s rl.An(LAD SCRCVS NOTES! ; 1) VOW DUCKS IIY UIIIt,kl MIiST DC AN(,IIURCU I - all n 1 :I /4"''un(, N 1'R(U'CRI.Y TO TIIANSrr.R LOANS TO T11C StRoCTUiC. flnrnfnp 1CRI:VY `_•••• r � ... 21 TIC PRCC DRAVINr,s ARC INItNfCU 111 1 (1 1r4S\tUl('1 Itll It's /I+4; tNlnl,ll"Y tHC rL1 tIJVING Ills tAL(.A1►fINS. A. WOOD 1 RAMC CONS I RUC 11LIN SOIL RC DOIR2 SYS t IS ANCIIORCD 1(1 A MINlI411M 1VO DY V0011 . " OPL'NINC). AS 1 PA(iAI, 11 MASONRY 11R CIINC,RCIC CONSTRUCTION VIII'RE DOOR SYS1(14 IS AIA I(((RE) 1(1 A MINIM(»1 Iv(l HT A,•rr1u1'lrlA% CIO . 1on.:4no11,11 SIRUCTII(2At. V111It) PICK -- • -• - - -- s s•aun1'1 ( t �(nitr,rvox C M/(SI)NRY C)k C(INCOCTE CIINSl) I)(:III(N v(i('It1 __...__--- -nrsICIN ° I_RCSSUj•C:', • RAIIt JtiS„ ;" X11 J Is1I 1) 11 '41,1i) '41,1i) pool? pool? 5YSICM IS AN(:IIf1RC0 DIRCCILY IC) C(IN('kf I1' YI t-ci % (7it —f ull AI DIN � II ii w ' M F R I 1 (4 1 11l I fl( 111 „ / ?d tt(rw1 (t ,. 1�,; ' lIR MASONRY VIM (UI wlnl(fu1 A NUN SIhU(; (Wm ••... -- '• l F,7 __._. _ rat wnnr,ulirnW �- ” " 4l�r, ., "1i 1 111'it(f .0 01.P1 ,r' FORM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Lot 22 Hickory Lane Builder: Fasanelli Development Address: Lot 22 Hickory Lane Permitting Office: Atlantic Beach City, State: Atlantic Beach, Fl Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New 12. Cooling systems 2. Single family or multi - family Single family a. Central Unit Cap: 29.0 kBtu/hr - 3. Number of units, if multi - family 1 _ SEER: 10.00 4. Number of Bedrooms 4 _ b. Central Unit Cap: 32.7 kBtu/hr _ 5. Is this a worst case? No _ SEER: 10.00 - 6. Conditioned floor area (ft 3320 ft c. N/A _ 7. Glass area &type _ - a. Clear - single pane 0.0 ft 13. Heating systems b. Clear - double pane 440.0 ft _ a. Electric Heat Pump Cap: 27.9 kBtu/hr - c. Tint /other SHGC - single pane 0.0 ft _ HSPF: 6.80 d. Tint/other SHGC - double pane 0.0 ft' b. Electric Heat Pump Cap: 25.0 kBtu/hr _ 8. Floor types _ HSPF: 6.80 _ a. Raised Wood, Adjacent R =19.0, 240.011 c. N/A _ b. Slab -On -Grade Edge Insulation R =0.0, 155.0(p) ft - c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap: 66.0 gallons _ a. Frame, Wood, Exterior R =19.0, 804.0 ft EF: 0.91 - b. Frame, Wood, Exterior R =19.0, 882.0 ft' b. N/A - c. Frame, Wood, Exterior R =19.0, 260.0 ft _ d. N/A c. Conservation credits _ e. N/A (HR -Heat recovery, Solar 10. Ceiling types _ DHP- Dedicated heat pump) a. Under Attic R =30.0, 1818.0 ft' 15. HVAC credits MZ -C, MZ -H _ b. Under Attic R =19.0, 729.0 ft (CF- Ceiling fan, CV -Cross ventilation, c. N/A HF -Whole house fan, 1. Ducts PT- Programmable Thermostat, a. Sup: Con. Ret: Con. AH: Garage Sup. R =6.0, 150.0 ft MZ- C- Multizone cooling, b. Sup: Unc. Ret: Unc. AH: Interior Sup. R =6.0, 175.0 ft MZ -H- Multizone heating) Glass /Floor Area: 0.13 Total as -built points: 37723 PASS Total base points: 42760 • I hereby certify that the plans and specifications covered 1 Review of the plans and zt;E sT •. by this calculation are in compliance with the Florida specifications covered by this yo n aT Energy Code Q calculation indicates compliance • • A " t PREPARED BY: w the Florida Ener Code ti ',�� a • @ \1�5 " Before construction is completed ' - a DATE: 1 Z•J /310 z- this building will be inspected for ; mt. 553.908 . 553 ti with Section compliance witecon . ....f,�; " ..'.. .. S j I hereby certify that this building, as designed is in � , c � ' compliance with the • ne y Florida Statutes. oD wE` ..• OWNER /AGEN BUILDING OFFICIAL: DATE: 61/3 03 DATE: EnergyGauge® (Version: FLR1PB v3.21) FORM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Lot 22 Hickory Lane Builder: Fasanelli Development Address: Lot 22 Hickory Lane Permitting Office: Atlantic Beach City, State: Atlantic Beach, Fl Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi- family Single family - a. Central Unit Cap: 29.0 kBtu/hr 3. Number of units, if multi - family 1 SEER: 10.00 - 4. Number of Bedrooms 4 - b. Central Unit Cap: 32.7 kBtu/hr - 5. Is this a worst case? No - SEER: 10.00 - 6. Conditioned floor area (ft 3320 ft c. N/A - 7. Glass area & type - - a. Clear - single pane 0.0 ft ! 13. Heating systems b. Clear - double pane 440.0 ft - ! a. Electric Heat Pump Cap: 27.9 kBtu/hr j c. Tint/other SHGC - single pane 0.0 ft2 HSPF: 6.80 - d. Tint/other SHGC - double pane 0.0 ft b. Electric Heat Pump Cap: 25.0 kBtu/hr - 8. Floor types - HSPF: 6.80 - a. Raised Wood, Adjacent R =19.0, 240.0ft c. N/A - 1 b. Slab -On -Grade Edge Insulation R =0.0, 155.0(p) ft - - c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap: 66.0 gallons - a. Frame, Wood, Exterior R =19.0, 804.0 ft2 _ EF: 0.91 - b. Frame. Wood, Exterior R =19.0, 882.0 ft b. N/A - c. Frame, Wood, Exterior R =19.0, 260.0 ft - - d. N/A _ c. Conservation credits e. N/A (HR -Heat recovery, Solar 1 10. Ceiling types - DHP- Dedicated heat pump) a. Under Attic R =30.0, 1818.0 ft - 15. HVAC credits MZ -C, MZ -H - b. Under Attic R =19.0, 729.0 ft (CF- Ceiling fan, CV -Cross ventilation, c. N/A HF -Whole house fan, 11. Ducts - PT- Programmable Thermostat, a. Sup: Con. Ret: Con. AH: Garage Sup. R =6.0, 150.0 ft MZ- C- Multizone cooling, b. Sup: Unc. Ret: Unc. AH: Interior Sup. R =6.0, 175.0 ft MZ -H- Multizone heating) Total as -built points: 37723 PASS Glass /Floor Area: 0.13 Total base points: 42760 I hereby certify that the plans and specifications covered Review of the plans and 7i• : sTA by this calculation are in compliance wjth the Florida specifications covered by this tio �� Energy Code. `- 1 (. t� calculation indicates compliance `� ` " PREPARED BY `r r G. \\ : { I with the Florida Energy Code. if' : < : ° Before construction is completed 1 a ��i --1"'c---- a DATE: 2iJ LS' D �- -- this building will be inspected for \ * At:. ; - compliance with Section 553.908 4 -... I hereby certify that this building, as designed, is in ° .�� compliance with the F • d � �ie�g y ! / Florida Statutes. ° D '` • OWNER /AGE C BUILDING OFFICIAL: DATE: / / 03 ' DATE: EnergyGauge® (Version: FLR1 PB v3.21) FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: Lot 22 Hickory Lane, Atlantic Beach, FI, PERMIT #: I BASE AS -BUILT 1 GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X SPM X SOF = Points .18 3320.0 20.04 11975.9 Double, Clear E 6.0 6.0 78.0 40.22 0.52 1624.6 Double, Clear E 8.0 6.0 18.0 40.22 0.45 328.0 Double, Clear W 6.0 6.0 9.0 36.99 0.53 176.5 Double, Clear W 1.8 20.0 36.0 36.99 1.00 1325.9 Double, Clear W 1.8 6.0 22.0 36.99 0.88 712.4 Double, Clear S 12.0 6.0 36.0 34.50 0.45 560.3 Double, Clear S 12.0 6.0 16.0 34.50 0.45 249.0 Double, Clear S 1.8 6.0 18.0 34.50 0.81 501.1 Double, Clear E 1.8 6.0 60.0 40.22 0.87 2110.6 Double, Clear E 1.8 6.0 42.0 40.22 0.87 1477.4 Double, Clear N 1.8 6.0 16.0 19.22 0.92 281.5 Double, Clear W 1.8 6.0 9.0 36.99 0.88 291.4 Double, Clear W 1.8 6.0 60.0 36.99 0.88 1943.0 Double, Clear W 1.8 6.0 14.0 36.99 0.88 453.4 Double, Clear S 1.8 6.0 6.0 34.50 0.81 167.0 As -Built Total: 440.0 12202.3 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Frame, Wood, Exterior 19.0 804.0 0.90 723.6 Exterior 1946.0 1.70 3308.2 Frame, Wood, Exterior 19.0 882.0 0.90 793.8 Frame, Wood, Exterior 19.0 260.0 0.90 234.0 Base Total: 1946.0 3308.2 As -Built Total: 1946.0 1751.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 19.0 2.40 45.6 Exterior Wood 79.0 6.10 481.9 Exterior 79.0 6.10 481.9 Adjacent Wood 19.0 2.40 45.6 Base Total: 98.0 527.5 As -Built Total: 98.0 527.5 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 1780.0 1.73 3079.4 Under Attic 30.0 1818.0 1.73 X 1.00 3145.1 Under Attic 19.0 729.0 2.34 X 1.00 1705.9 Base Total: 1780.0 3079.4 As -Built Total: 2547.0 4851.0 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 155.0(p) -37.0 - 5735.0 Raised Wood, Adjacent 19.0 240.0 0.40 96.0 Raised 240.0 -3.99 -957.6 Slab -On -Grade Edge Insulation 0.0 155.0(p -41.20 - 6386.0 Base Total: - 6692.6 As -Built Total: 395.0 - 6290.0 EnergyGauge® DCA Form 600A -2001 EnergyGauge ® /ResFREE'2001 FLR1 PB v3.21 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: Lot 22 Hickory Lane, Atlantic Beach, FI, PERMIT #: I BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 3320.0 10.21 33897.2 3320.0 10.21 33897.2 • Summer Base Points: 46095.6 Summer As -Built Points: 46939.4 Total Summer X System = Cooling Total X Cap X Duct X System X Cre = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 46939.4 0.470 (1.000 x 1.147 x 1.00) 0.341 0.950 8169.1 46939.4 0.530 (1.090 x 1.147 x 0.91) 0.341 0.950 9211.4 46095.6 0.4266 19664.4 46939.4 1.00 1.142 0.341 0.950 17380.5 EnergyGauge DCA Form 600A -2001 EnergyGauge® /ResFREE'2001 FLR1 PB v3.21 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: Lot 22 Hickory Lane, Atlantic Beach, FI, PERMIT #: I BASE I AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X WPM X WOF = Points .18 3320.0 12.74 7613.4 Double, Clear E 6.0 6.0 78.0 9.09 1.29 911.7 Double, Clear E 8.0 6.0 18.0 9.09 1.36 222.8 Double, Clear W 6.0 6.0 9.0 10.77 1.17 113.0 Double, Clear W 1.8 20.0 36.0 10.77 1.00 388.1 Double, Clear W 1.8 6.0 22.0 10.77 1.03 245.1 Double, Clear S 12.0 6.0 36.0 4.03 3.51 508.7 Double, Clear S 12.0 6.0 16.0 4.03 3.51 226.1 Double, Clear S 1.8 6.0 18.0 4.03 1.20 86.9 Double, Clear E 1.8 6.0 60.0 9.09 1.05 572.7 Double, Clear E 1.8 6.0 42.0 9.09 1.05 400.9 Double, Clear N 1.8 6.0 16.0 14.30 1.00 229.7 Double, Clear W 1.8 6.0 9.0 10.77 1.03 100.2 Double, Clear W 1.8 6.0 60.0 10.77 1.03 668.3 Double, Clear W 1.8 6.0 14.0 10.77 1.03 155.9 Double, Clear S 1.8 6.0 6.0 4.03 1.20 29.0 As -Built Total: 440.0 4859.1 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Frame, Wood, Exterior 19.0 804.0 2.20 1768.8 Exterior 1946.0 3.70 7200.2 Frame, Wood, Exterior 19.0 882.0 2.20 1940.4 Frame, Wood, Exterior 19.0 260.0 2.20 572.0 Base Total: 1946.0 7200.2 As -Built Total: 1946.0 4281.2 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 19.0 11.50 218.5 Exterior Wood 79.0 12.30 971.7 Exterior 79.0 12.30 971.7 Adjacent Wood 19.0 11.50 218.5 Base Total: 98.0 1190.2 As -Built Total: 98.0 1190.2 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 1780.0 2.05 3649.0 Under Attic 30.0 1818.0 2.05 X 1.00 3726.9 Under Attic 19.0 729.0 2.70 X 1.00 1968.3 Base Total: 1780.0 3649.0 As -Built Total: 2547.0 5695.2 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 155.0(p) 8.9 1379.5 Raised Wood, Adjacent 19.0 240.0 2.20 528.0 Raised 240.0 0.96 230.4 Slab -On -Grade Edge Insulation 0.0 155.0(p 18.80 2914.0 Base Total: 1609.9 As -Built Total: 395.0 3442.0 EnergyGauge® DCA Form 600A -2001 EnergyGauge ® /ResFREE'2001 FLR1 PB v3.21 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: Lot 22 Hickory Lane, Atlantic Beach, FI, PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 3320.0 -0.59 - 1958.8 3320.0 -0.59 - 1958.8 Winter Base Points: 19303.9 Winter As -Built Points: 17508.9 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DMxDSMxAHU) 17508.9 0.527 (1.000 x 1.169 x 1.00) 0.501 0.950 5126.5 17508.9 0.473 (1.069 x 1.169 x 0.93) 0.501 0.950 4593.7 19303.9 0.6274 12111.3 17508.9 1.00 1.165 0.501 0.950 9720.2 EnergyGauge DCA Form 600A -2001 EnergyGauge ® /ResFREE'2001 FLR1 PB v3.21 FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: Lot 22 Hickory Lane, Atlantic Beach, FI, PERMIT #: I BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2746.00 10984.0 66.0 0.91 4 1.00 2655.47 1.00 10621.9 As -Built Total: 10621.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 19664 12111 10984 42760 17381 9720 10622 37723 PASS . .. . ............. . .. ..„0-1111J . .. t : 1` l n EnergyGauge DCA Form 600A -2001 EnergyGauge® /ResFREE'2001 FLR1PB v3.21 FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: Lot 22 Hickory Lane, Atlantic Beach, FI, PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows &Doors j 606.1.ABC.1.1 Maximum:.3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top /bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 'Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A -22 OTHER PRESCRIPTIVE M EASURES (must be met or exceeded by all residences.) COMPONENTS SECTION ' REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6 -12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls 1 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. EnergyGauge DCA Form 600A -2001 EnergyGauge ® /ResFREE'2001 FLRIPB v3.21 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.3 The higher the score, the more efficient the home. , Lot 22 Hickory Lane, Atlantic Beach, FI, 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi - family Single family a. Central Unit Cap: 29.0 kBtu/hr _ 3. Number of units, if multi - family 1 SEER: 10.00 _ 4. Number of Bedrooms 4 b. Central Unit Cap: 32.7 kBtu/hr 5. Is this a worst case? No _ SEER: 10.00 _ 6. Conditioned floor area (ft 3320 ft c. N/A 7. Glass area & type a. Clear - single pane 0.0 ft 13. Heating systems b. Clear - double pane 440.0 ft a. Electric Heat Pump Cap: 27.9 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft _ HSPF: 6.80 _ d. Tint /other SHGC - double pane 0.0 ft b. Electric Heat Pump Cap: 25.0 kBtu/hr _ 8. Floor types _ HSPF: 6.80 _ a. Raised Wood, Adjacent R =19.0, 240.0ft _ c. N/A b. Slab -On -Grade Edge Insulation R =0.0, 155.0(p) ft _ c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 66.0 gallons _ a. Frame, Wood, Exterior R =19.0, 804.0 ft2 EF: 0.91 _ b. Frame, Wood, Exterior R =19.0, 882.0 ft b. N/A c. Frame, Wood, Exterior R =19.0, 260.0 ft d. N/A _ c. Conservation credits _ e. N/A (HR -Heat recovery, Solar 10. Ceiling types DHP- Dedicated heat pump) a. Under Attic R =30.0, 1818.0 ft 15. HVAC credits MZ -C, MZ -H _ b. Under Attic R =19.0, 729.0 ft _ (CF- Ceiling fan, CV -Cross ventilation, c. N/A HF -Whole house fan, 1 1. Ducts PT- Programmable Thermostat, a. Sup: Con. Ret: Con. AH: Garage Sup. R =6.0, 150.0 ft RB -Attic radiant barrier, b. Sup: Unc. Ret: Unc. AH: Interior Sup. R =6.0, 175.0 ft MZ- C- Multizone cooling, MZ -H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) •• sT •' •••.., in this home before final inspection. Otherwise, a new EPL Display Card will be completed ` . =a • .. o� :, based on installed Code compliant features. (// ;:. e`• Builder Signature: Date: • a :::_.,:::,.„:1:,;:. - - : v ' f .. o Address of New Home: City/FL Zip: *NOTE: The home's estimated energy performance score is only available through the FLA /RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA /DOE EnergyStar your home may qual for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. EnergyGauge® (Version: FLR1 PB v3.21) DATE: 12/13/02 MANUAL "J" SUMMARY REPORT Prepared For: Prepared By: Fasanelli Development R.B. Ellis Energy Design Systems Job Name: 2nd flr,22 Hicksor Lane **************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** DESIGN CONDITIONS For Atlantic Beach OUTDOOR INDOOR SUMMER WINTER SUMMER WINTER Dry Bulb 95 32 72 72 Wet Bulb 78 62 Daily Range 19 Daily Swing 3 Latitude 30 Elevation 29 Safety Factor ( %) 5 Latent Factor ( %) 29 **************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Sensible Room Heating Heating Cooling Cooling Name BTUH CFM BTUH CFM WHOLE HOUSE 24409 814 28535 1189 HEATING COOLING DELTA T 40 DELTA T 23 Equipment Brand .0i�-7m Model Number: Air Ha ler 4-36,- /0 , Compressor C/ k? 36. - -IA Capacity in BTUs: Cooling 3,3a2:9 - 5y pp o , Heating /O7u Sensible Load in BTUs Latent Load in BTUs NOTE:* *Calculated air flow is based upon load requirements Verify that air flow calculated is compatible with selected equipment requirements. * ** PREPARED BY ENERGY DESIGN SYSTEMS 904 - 287 -5339 DATE: 12/13/02 MANUAL "J" DETAILED REPORT FOR WHOLE HOUSE Prepared For: Prepared By: Fasanelli Development R.B. Ellis Energy Design Systems Job Name: d **********************************,****** * * ** * * * * * * * * * * * * * * * * * * * * * * * * * ** EXPOSURE GLASS NORTH SOUTH EAST WEST NE /NW SE /SW HORZ TOTAL AREA 16 6 102 83 207 COOLING 400 240 7548 6142 14330 HEATING 512 192 3264 2656 6624 WALLS TOTAL AREA 882 882 COOLING 1411 1411 HEATING 2381 2381 DOORS TOTAL AREA COOLING HEATING FLOOR AREA COOLING HEATING SLAB RAISED WOOD 240 216 528 CEILING AREA COOLING HEATING UNDER ATTIC 1818 2818 2727 SGL ASSEMBLY KNEE WALL 729 1677 1968 MISCELLANEOUS COOLING LOADS People Sensible Load 1500 Latent Load 3762 Lights & Appl. Load 1200 Latent Safety Btuh 188 Ventilation Load Duct Heat Gain 2256 Infiltration Load 2112 Sensible Safety Btuh 1263 TOTAL SENSIBLE LOAD 28784 TOTAL LATENT LOAD 3950 Summer ACH 0.4 Temp. Swing Mult. 1.00 * ** Total Cooling Load 32733 BTUH Or 2.73 Tons * ** MISCELLANEOUS HEATING LOADS Infiltration Load 8894 Ventilation Load Duct Heat Loss 711 Safety Btuh 1156 Winter ACH 0.8 * ** Total Heating Load 24990 BTUH Or 2.08 Tons * ** DATE: 12/13/02 MANUAL "J" SUMMARY REPORT Prepared For: Prepared B y: Fasanelli Development R.B. Ellis Energy Design Systems Job Name: 1st flr,22 Hicksor Lane **************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** DESIGN CONDITIONS For Atlantic Beach OUTDOOR INDOOR SUMMER WINTER SUMMER WINTER Dry Bulb 95 32 72 72 Wet Bulb 78 62 Daily Range 19 Daily Swing 3 Latitude 30 Elevation 29 Safety Factor ( %) 5 Latent Factor ( %) 29 **************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Sensible Room Heating Heating Cooling Cooling Name BTUH CFM BTUH CFM WHOLE HOUSE 27879 929 25473 1061 HEATING COOLING DELTA T / 40 DELTA T 23 Equipment Brand (_r'p(7Dm,y,%) D Model Number: Air Handler 1 1' 30 - pfy , Compressor ! k"E 30 Capacity in BTUs: Cooling 27/-1(19 , Heating 1.6u Sensible Load in BTUs Latent Load in BTUs NOTE:* *Calculated air flow is based upon load requirements Verify that air flow calculated is compatible with selected equipment requirements. * ** PREPARED BY ENERGY DESIGN SYSTEMS 904 - 287 -5339 DATE: 12/13/02 MANUAL "J" DETAILED REPORT FOR WHOLE HOUSE Prepared For: Prepared By: Fasanelli Development R.B. Ellis Energy Design Systems Job Name: **************************************** * * * * * * * * * * * * * *** * * * * * ** * * * * * * * ** EXPOSURE GLASS NORTH SOUTH EAST WEST NE /NW SE /SW HORZ TOTAL AREA 70 96 67 233 COOLING 2800 7104 4958 14862 HEATING 2240 3072 2144 7456 WALLS TOTAL AREA 1064 1064 COOLING 1702 1702 HEATING 2873 2873 DOORS TOTAL AREA 98 98 COOLING 1294 1294 HEATING 2029 2029 FLOOR AREA COOLING HEATING SLAB 155 5642 RAISED WOOD CEILING AREA COOLING HEATING UNDER ATTIC SGL ASSEMBLY KNEE WALL MISCELLANEOUS COOLING LOADS People Sensible Load 1500 Latent Load 3409 Lights & Appl. Load 1200 Latent Safety Btuh 170 Ventilation Load Duct Heat Gain 1969 Infiltration Load 1828 Sensible Safety Btuh 1119 TOTAL SENSIBLE LOAD 25473 TOTAL LATENT LOAD 3580 Summer ACH 0.4 Temp. Swing Mult. 1.00 * ** Total Cooling Load 29053 BTUH Or 2.42 Tons * ** MISCELLANEOUS HEATING LOADS Infiltration Load 7695 Ventilation Load Duct Heat Loss 900 Safety Btuh 1285 Winter ACH 0.8 * ** Total Heating Load 27879 BTUH Or 2.32 Tons * ** CI OF ATLANTIC BEACH t 800 SEMINOLE ROAD c a � ATLANTIC BEACH, FLORIDA 32233 -5445 TELEPHONE: (904) 247 -5800 it i FAX: (904) 247 -5805 `1 SUNCOM: 852 -5800 0 '01, s4a, P f; http: / /ci.atlantic- beach.fl.us PLAN REV COMMENTS Permit Application # 03 --- L 6 Applicant: F 5 an (I pc 4- . . — Address: ∎ C V--C . L Project:,uJ FYI our application is approved o Your permit application has been reviewed and the following items need attention: 7742_ Please re- submit your application when these items have been completed. Reviewed by Signed Date 4_5 -'/ "U Contractor Notified Date C ITY OF ATLANTIC BEACH my/ MAR 1 1 2003 t ' BY: City of Atlantic Beach • 800 Seminole Road • Atlantic Be. , Phone: (904) 247 -5800 • FAX (904) 247 -5805 • http : / /www /ci.atlantic- beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE - FAMILY OR TWO- FAMILY (DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) IgIdo DATE 1 A 3/0_--.? JOB ADDRESS LC :. -Set, A /Ill /,,, _ OWNERS NAME F, 8/ 5.4- i ( ?.C' J G �.L) £4-5-; 72z-e--2...1._ J ADDRESS ' / (� St-.- i/4 / ,1 -D1 4,5 PHONE: 90q- 6/V-199 LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER 22 ZONING DISTRICT CONTRACTOR / d✓6 L ; MI/ et , yam Co. STATE LICENSE NUMBER (-6, -6_ ; c/,2 3 2 ADDRESS 7/2 - y/ /P /i /4-j LH PHONE r e /V j 2' C CITY �'�6/ -l5 0,41 vi /... L c STATE / ZIP 2 2 2 5 FAX fal/ 2 7_5 - e7Q) DESCRIBE PROPOSED USE AND WORK TO BE DONE C- GA- tic- ri 6 ©G 4/e - 2i./ PRESENT USE OF LAND OR BUILDING(S) - S /•v6: ` •/ ✓Z6 S /I7c /,4 L. VALUATION OF PROPOSED CONSTRUCTION - -2 9C Qco Is this an addition? ,( If yes, what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? New 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? /J'0 If yes, please submit with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MATERIAL? ❑ NO. Applicant certifies that no change in site grade or fill material will be used on this project. 10 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 to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. 6/18/02 STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre - construction or post - construction topographical survey or grading plan is required. (If not required, written verification 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 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 following 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 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 - 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 P °VIDE TH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER DATE . I HEREBY CERTIFY THAT I 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 WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. 1 UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT 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. .t / SIGNATURE OF CONTRA 7"-L. c DATE 0 3/ ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME / < / 5/721/ 7_4 / MAILING ADDRESS 7 /,2 - - //61/4 -% G /-/ _n_ . _ 1' --r . , . 2 2 25 PHONE 9 2 ?G'_ CYOF FAX ‘G / -2 -vero$ E-MAIL fr /v3 / I - 5% Se-^Q-e--s 4/6 1 7 1 . ,ae- 7 7 - SWORN AND SUBSCRIBED BEFORE ME THIS / 0 41— DAY OF jf A Rc , o2 oc3 STATE OF FLORIDA, COUNTY QF DUVAL / 0 e S. �� \\ca ` � 0 1SS I O Fates /i� NOTARY'S SIGNATUR : , , ,,, _ 41 _AI P / 4 • cp o ber 6 - ta i : . . or AS TO OWNER: � �o Personally known ■ =*: 0•• • • * = Produced identification y % #CC954631 al Type of identification produced 9 T BOnded tmo . . i ce 4), "Fain•Ino...• cs" AS TO CONTRACTOR: / / � 9 afrlUC� iinSTno+ + ++ AAvie�\ �0 Personally known ❑ Produced identification Type of identification produced 1 L%•iy ,:4 ` '�'�, CITY OF ATLANTIC BEACH - A PERMIT C SHEET d t or ) Date: ? Address \ 1 y 1 c �� L ✓� c�F Heated Square Footage @ $ $. Garage / Shed @ $ . ' 1 `. i, t fr ' t, ,:,� . ;, , °° its �. r Carport /Porch � $a ( : sue Deck f� a „4.,,,,, -:._-,,,,,... - — kiAYE, Patio 1. $ �� r n S4 O TOTAL VALUATION 3 . 9 �` Total Valuation — 1st $ �� CC-) i . Remaining Value $ . per thousand f or portion thereo CONSTRUCT ' ' ' TOTAL BUILDING FEE $ 1 13c ° � ZONING: _ ` r•,._,,,1 e $ �`� J. FLOOD ZONI f/ d (/( L @ $35.00 $ , J ' ERMIT FEE $ 1736. °� (/ . �f /� - I?" 'ACT FEE $ 650. "`" 'ACT FEE $ 1ZSm. ''`' 3TER/T $ . S ,'[Z.L_.- / $ MP ROVEMENT $ :55: '�� f �� , DON HRS .0050 $ q �% H PAVING ( ) $ 0 (' st L ,k_ ONNECTION $ 35 • v - -- c SURCHARGE $ GRAND T OTAL Dui,: $ 1/13/03 Z b , WATER IMPACT FEE WORKSHEET ADDRESS: DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 t Bathroom group consisting of water doset, lavatory, Bidet, and bathtub or shower 6 G 2 G Bathtub (with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 Drinking fountainllcemaker Floor drains 2 Hose bib 1 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 Laundry tray (1 or 2 compartments) 2 Lavatory 1 Shower compartment, domestic 2 Sink f 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink (circular or multiple) each set of faucets 2 Water closet, flushometer tank, public or private 4 Water closet, private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS= 3a . MUL11PLIED X 20 TOTAL $ 4.50. °C DEPARTMENT OF PUBLIC WORKS r ' 14.4:107,47, r . 1200 SANDPIPER LANE ATLANTIC BEACH, FLORIDA 32233 -4318 TELEPHONE: (904) 247 -5834 FAX: (904) 247 -5843 SUNCOM: 852 -5834 V ,-+ http: / /ci.atlantic- beach.fl.us PLAN REVIEW COMMENTS FROM THE A. 11,p PUBLIC UTILITIES DEPARTMENT -'' Permit Application # 05 ,.2 E (0 6 Applicant: C15 1 1 0 t ( D Cip(ntryk .. Address: L r\ Project: N v Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: _ /7 P4 �,t9/Z ", /no � • / Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247 -5834. Reviewe• by Donna Kaluzniak, Public Utilities Director 0 Date '07/173_ Signature Contractor Notified Date 3// 7/03 • BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. I. , Street Address: 10J #4iLkoitcj l AFL LOCATION OF Intersecting Streets: Between Sim, nJ lie And Jc 3 BUILDING Sub - division II. INDENTIFICATION — To be completed by all applicants. • . In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in . accordance with the attached plans and specifications which are a part Hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Name of Mechanical Contractors Contractor (Print) St\wt, L CPS Master Name of Property Owner Signature of Owner Signature of Or Authorized Agent Architect or Engineer III. GENERAL INFORMATION A. Type of heating fuel: B. ❑ Electric IS OTHER CONSTRUCTJQMEING DONE ON THIS it • 154 Gas: LP Natural _Central Utility BUILDING OR SITE? C) 3 r ': ❑ Oil ❑ Other — Specify IF YES, GIVE NUMBER OF CONSTRUCTION PERMIT IV. MECHANICAL EQUIPMENT TO BE NATURE OF WORK 1116 INSTALLED . Residential or _ Commercial (Provide complete list of components on back of this form) Existing in B Building ( P Po ) O E�cisting Buill ding O Heat Space _Recessed _ Central _, Floor ❑ Replacement of existing system O Air Conditioning: Room Central p4 New Installation (No system O Duct System: Material Thickness 0 Extension or add-on to existing system metalled) • Maximum capacity cfm O Other Specify ❑ Refrigeration O Cooling tower. Capacity gpm O Fire sprinklers' Number of heads THIS SPACE FOR OFFICE USE ONLY O Elevator : Manlift Escalator (Number) (Received) • O Gasoline pumps (Number) O Tanks (Number) • LPG containers I (Number) Remarks Unfired pressure vessel • O Boilers Permit Approved by Date • O Other— Specify Permit Fee LIST ALL EQUIPMLENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving • . (Tons) Agency HEATING — FURNACES, BOILERS, FIREPLACES Number Units Description Model Numbcr Manufacturer Capacity Approving i ) 4 ' M+ socp Wei► +• w.GJo (BTU) Agency 1 151PFt., WNt St SS "D t - F r = a r � -wee VFg3 , ( V r Aivco TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensionss Contained Manufacturer No. A ( Agency 2o 61% t) I 1 4J f� 1 / 1: D r R ,_ 4 ` CITY OF ATLANTIC BEACH ZONING M 4; � I J MAR 1 1 2003 BY: ' ' amity ofAtlantic Bejach 800 Seminole Road • Atlantic Be Phone: (904) 247 -5800 •FAX (904) 247 -5805 • http : / /www /ci.atlantic- beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE- FAMILY OR TWO- FAMILY (DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) i g 14 1-'-1 dco DATE I /i3 /o JOB ADDRESS L� l � Llra / � c��.� ON ;r /) C �I, G/r�'�� V � ✓L OWNERS NAM E E' / 177-62- �/ �.'yiv'c7 L / J) € - L J / / ADDRESS ' 1 ? S/-72...1/0 / y.-� 1 �. PHONE: 0 6 /`7 -/' 9 7 LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER ,2 2 ZONING DISTRICT - CONTRACTOR f i" - f✓61 L i .✓' CA') .)•) (o • STATE LICENSE NUMBER r6YC- C% 9 2 3 2 ADDRESS 7/2 - /I /(l/'/ - GH PHONE CITY 5 � C / - l 5 G ) . n / v' J L L c STATE / ZIP 3 2 2 2 5 FAX E . 7 1 2 - 2 3 DESCRIBE PROPOSED USE AND WORK TO BE DONE G GA)772 L.; C ri r; > oL- /L PRESENT USE OF LAND OR BUILDING(S) .S /'/(9 -Z. fr/ `/ De '4- VALUATION OF PROPOSED CONSTRUCTION 4' -2 %C} ()CO Is this an addition? /Q,/Y/ If yes, what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? New 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? MO If yes, please submit with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MATERIAL? ❑ NO. Applicant certifies that no change in site grade or fill material will be used on this project. ka 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 to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. 6/18/02 STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre - construction or post - construction topographical survey or grading plan is required. (If not required, written verification 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 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 following 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. L Current survey showing the property boundary with bearings 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 - 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 P OVIDEE TH THIS APPLICATION IS CORRECT. SIGNATURE /l L C' DATE / /3 6: 3 A URE OF OWNER \ -��'��` I HEREBY CERTIFY THAT I 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 WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. 1 UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT 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 CONTRALTO DATE //i 3 ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME MAILING ADDRESS 7 /2 5 i /Ati<4 7 Th , - Tom' Y - � G . 3 2 2 2s PHONE 9 (14 /''2 PC- .CE FAX 96V . 73 -Lid "? ' s E -MAIL Fes/ -4 -/.3 SWORN AND SUBSCRIBED BEFORE ME THIS / O DAY OF !4A RC1-t f c O 3 STATE OF FLORIDA, COUNTY OF DUVAL 0 \ ‘ """1"1110 // c oi ..... / / /i NOTARY'S SIGNATUR . I _Mt AS TO OWNER: ; e ber6 , � , o°gN � • Personally known rz * �a .... *_ Produced identification #CC954631 .'te Type of identification produced AS TO CONTRACTOR: � " / � � ' t14 Personally known ❑ Produced identification Type of identification produced 6/18/02 CITY OF ATLANTIC BEACH ^�� 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 -5445 4 #7 ' TELEPHONE: (904) 247 -5800 FAX: (904) 247 -5805 SUNCOM: 852 -5800 ►" '' ° _ t / http: / /ci.atlantic- beach.fl.us r' l a PLAN REVIEW COMMENTS Permit Application # -� U Applicant F Ct Address: 1 LI t - 1— O i-r) Project: J ( 1„J j p r - o Your application is approved o Your permit application has been reviewed and the following items need attention: Please re- submit your application when these items have been completed. Reviewed by Signed Date Contractor Notified Date -i /1-1‘ ,...1 , l likati ,- s r- ::- st‘ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ....s _ ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 - . 4-4 0111 9* "' Application Number 03-00025422 Date 3/06/03 Property Address HICKORY LN Application description . . TREE PERMIT Property Zoning TO BE UPDATED Application valuation . . - 0 Owner Contractor FASANELLI, FABIO OWNER 712 SHIPWATCH DR E JACKSONVILLE FL 32225 (904) 614-1999 Permit TREE PERMIT Additional desc . Permit Fee . . . .00 Plan Check Fee . . .00 Issue Date . . . 1/23/03 Valuation . . . . 0 Expiration Date . 7/22/03 Special Notes and Comments REMOVE 63" OF OAK TO BE MITIGATED WITH A 5" LAUREL OAK, A 13" LAUREL OAK, 2 6" LAUREL OAKS AND A 5.5" LAUREL OAK ON SITE. Fee summary Charged Paid Credited Due Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT 114 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. V BUILDING OFFICIAL 1J'a5 :5'. = V LCD 7 'sue 29� ° -d 02 APR 19 '02 03;03lI00 W20 � , ? 76098293 UNDERWR L_ r3Piroter mad Nctetnxt, Niels 4334,i•-2[S4 t;Aitl.G Slaw Comfy Gads (1) t8 171-a 1U NG. 1 0101 171-61:1 0 U triad 8CS 1.al oratories Inc..F1 • March 6, 2002 Mx. Darrel P. Higgs Owens Corning Warlit Headquarters One Owens Coming!' .rkway. 2A Toledo Ow Reference, R245: Dear Mr Higgs: This is to confirm thir : lassicD or Class-jot A.R, Suprema or Supreme AR. Prominence(*) or Non aencet AR Oeitridgct PRO 30"rm or Oa ridgra PRO 30 AR (0akridgee 25 or O. �dge®D 25 AR). OatridgiC PRO 40"' or Oskridge0 PRO 40Tm AR (OakridgeaD 30 or ),tlaidge0 30 AR), Oaleridge44 PRO 50 or Oakridget PRO 50= AR (OakaidgeQ 1 .) or Oakcidg ) 40 AR.), and We thesGusrrirm 40 High Wind 110 or WeaxherOuasdTM 4(} AR High Wind 110 are Listed is accordance with ANSUUL790, Class A (ASTM E 10E Class A), ASTM D3462, UL 991 /ASTM D3161 (Sec.:red with 4 nails) with vetocitics t.: tot 10 mph. All the products have 1 :tm tested and meet the criteria for these standards and are covered by LZ's iollaw -Up Serv.1 s Program for gilt 82453. If you should have anti luestions, please Ceel tirte to contact the writer. Very truly pours, • Martin K. Rowan (Ext 12349) • Senior Project Enginec: • ae Prate: Aloe. i)ivisit, a ,_ : - ,,.ter, atoa inure xe .ated to pubrc =t ry and C.0 n! .IC Z111442 Cal,,: ;:JJ 504 ss( I 'r ..1�4�' 4 1L" - =PR 12 'X? e9=5e LX:E ELLl5 OwileS CORNING WORLD IWIRTGWi ONE OWENS CORNNO PAAKM. r TOLEDO 044'0 4)¢40 414 IWO , ,. September 13, 200' To Whom It May Cc', cem: This letter is to coal- m that Owens Coming's Classic"" AR, Supreme AR, Prominence TV AR, t: 3kridge" 25 AR, Oakridge"" 30 AR, Oakridge " 40 AR, and WeatherGuar ' 4C. AR High Wind 110 complies with ASTM t) 3161 (rnodtfled to 110 mph) or M -DC PA All the products were tested with the installation of four nails per shingle. Any furll:er questions regarding this issue please give me a call. Sincerely, ikki 1 Darrel P. Higgs Technical Manager, ' :xterior Systems Business Owens Corning .•`-‘2"; F3.1 10 : tl.Ff.` I 112;. P. .14 A7R-10 ',.1c 10:02 Pit1C0 X ti0. 747S:i8C3 .• • • FLORIDA METAL 'AL PRODU INC i• IitaocelazeztItelt Buy RliS1DEN'U1AT.13LifIDING PRODUCTS F L:c1 1ThC Q iudv y • ,•• Scrvi9%;; It17.3 • 3 whom it may concern: • •• 1 l'r; V, • ne standard gauge galvanized from FLAMCO meets the following )ecifications; • • Nit t. t 1 ) G90 galvanized coating • !1:!,-t; c•:;/ tt. 2) It meets ASTM A525/A527 . • 3) Min. spangle 4) Min. thickness .017 • • ( - )-y . ,; • V. III /4 1 ( i LORSOA METAL PRODUCTS INC. • • • • / f ( 1 • . , , w. votti tiox 1'; eni) 7S • ()1.11 FAX - CO: -;: i 1C: =." ;Gi!Fr55 AF:C . _- `q;?�8�03 02; J� �� ^ P-11CO E a `IC. 1 1'L ORIDA METAL, Y1IOl)IJCTS INC. iiiimommaisinismiim- IIIMIMIMIINMMIIIIIIIIIMMII we u RODUCTS . SiD BUILDING P t;rn . ''• FL-Rf itc_g , Quality Se,vh•;: iu.i11•4ry Shitty S'F1.4 • • \A ' : 1:b ;P Pr ql' :. P . i ''E Ar • 1..1 ,37)(1 i 1 0' ` 1 .j; • ivlr�.a i.c a +F a! .• 1wnCI:t'.1:`.fi11i1r1.: Cn cl_lrv. ;.401.1A , • TN 28 gauge painted galvanized products manufactured by Flam_o me :. the following specifications: • C',1p ',[;r,1 :pill . • 1_ 1 X90 Galvanize coating 2. L lee's ASTM A527 ff rk c ° c' 3. tegutar Polyester 4. .0/0.5 mil, inducing primer. .. -4; The 26 gat::ge galvanized products manufactured by Flamco meet the • . ' foil: lying specifications: 1. Ainimum thicicfess of 0.0187'' • 2. ;90 Galvanized coating r l 71 � ��^ 3, Aeets ASTM A527 j . '! i- ri 1 4. ;hrornate treatment .Pn . LOic:: L nx G31v JScdi5131: 7' , 1 (t )I t4r 78.1..se,ty) . • (t111.;, 1 FAX . r-r ^ - 2 F �� '1': :.y (,C ' F:'.../. `!o. P. Gi ��. �L�c , . - .� _ - - - - - - . - - lator Ventilator ....;.: r'. , AF.,,,,,,,s.,....:. . . , : , , Roof Ventii V- :.;.'1 1 f 7 . ;r :r:. �i' :>r� y i .� : . . t Y`, qq ] S t t h � t J YY__ 4Vcn.......-..-.....2' :' 24 - 4 A; 4 ` Turn Your Attic into a Heat Shield" and CUT YOUR AIR CONDITIONING COST. The root hugging tow profile $! impco Ventilator is made from 26 gauge G -90 prime galvanized sheet steel with galvanized steel mesh covey ng the free air flow opening. These vents are soldered. sealed and riveted at the iotnt5 to further strengthen tr, vent body. The free air flow area being on the down side of the vent allows hot air to escape and helps to ke :p out blowing rain. Stock sizes are 4, 6, 8 and 10 ?et. All ventilators are available in cartons at a small additional cost. Minimum order is 20 vents. Special order vents made on ;quest. Painted galvanized and aluminum vents available an special order. Each lineal foot 1 a square inc 2s square feet o See air flow. flow. flow. A Stampco ridge vent has double the vent would have 216 squ free air space of the roof vent. We also have the equipment do custom stamping and forming of sheet metal items. Manufactured by Distributed br & rnpc©, .7YJC. 2930 Mercury Rc: td Jack3Onvifte, Florid 12207 904- 737 -6144 ENG. ROOF VENT TRUSS VENT P(PE �_ �___ SEANT (T1'P FL ASN ING (SEE BUILDER SPECS) FIBERGLASS SHINGLES 1S" FELT SNEATN1NCs i II RDO PENS TRAT 1 ON FOR VE\.T City of Jacksonville GIS Map Output Yage 1 of l JAXGIS Property Information _ isa____oi tOsclL' LA 1*3* y 1 1833 1115 1 11120 1 1 1111' 1 1\ /1}.------- 1b30 I k 1 ., ( 8 I/Li 1123 1113 F / €1 taismta ' ' I 1 02/07/2013 02:52 FAX 9047279341 ARCHITECTUAL WINDOWS Z002/024 1 e/ y / 1 G 1Q 2 •1 Z.--. m IA m ID ACE I , . D COUNTY. FLORIDA mI IDACE ME RO DADS PLAGLGR I3U(LDtNG nu3LDiNG CODE COMPLIANCE OFFICE LII 7RIO 1)AI)li FL, \GI.Iiit 111UI1.I)IN( 1.111 w1 st FLAMER S'1'lti Ili Sll('('li 1603 MIAMI, fl.OKIl) 1 31130 (SUS) 375.2`X)1 VAN :1X (; 51 375-290:4 PRODUCT CONTROL NOTICE OF ACCEPTANCE. <x). rn <'rou 1 .1 <'r:�al�c set r PGT industries 00 Tolt L 7 RNS LICENSING I4) N 1070 Tcchnulop' Drive Nokomis ,FL 34275 c•O)r IitAC uR r :NvoitcE)IENT nlvislox (305) 375.2i)66 i:Ax 1305) 375 -2Q I•gomiCr ( :D(CI'Rt)I. DIVISION (305) )15. J02 FAX 1305)17i-0p . Your application for Notice of Acceptance (NOA) of: Scrics F-6000 Aluminum Fixed Window under Chapter 8 of the Code of ivliami -Dade County governing the use of Alternate Materials anti Types of Construction, and completely described herein, has been recommended for acceptance by the Miami-Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsitc or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this appro%al, if it is determined by I3CCO that this product or material fails to meat the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. 71-1,(Lie'-0 ACCEPTANCE NO.: 01 0102.03 EXPIRES: 09/13/2006 Raul Rodriguez Chief Product Control Division THIS IS TiIE COVFRSHEET SEE DINT! NA PAGES FOit SPECIFIC A (1 ..NER.81 CONDITIONS BUILDING CQI)F & PRODUCT It VIEW COM\i1TTEF. This application for Product Approval has been revieNvcd by the I3CCO and approved by the Building Code and Product Review Committee to be used in Miami -Dad' County. Florida under the conditions set forth above. §4.04 � Francisco .I. Quintana, R.A. Director Miami -Dade County APPROVED; 09/13/2001 Building Code Compliance Once 11304500011pe20004komprateslnoeee acceptance ce.er pasedec interact mail address: postmasters, buildinfeedeonline.eom 1e ttomeingc: 1) itp :/1www.buildingeodeonfinc.com 02/07/2013 02:52 FAX 9047279341 ARCHITECTUAL WINDOWS Z 003/O24 PCT Industries ACCEPTANCE No.: 01-0102.0 APPRoVED: SEP 1 3 2001 SE P 1 3 21105 EXPIRES: NOTICE OF ACCEPTANCE: SPECiFIC CONDITIONS 1, score 1.1 This approves an aluminum fixed window, as described in Section 2 of tlus Notice of Acceptance, designed to comply with the South Florida Building Code (SFIIC). 1994 Edition for Miami -Dade County, for the locations where. the pressure requirements, as determined by SFBC Chapter 23. do not exceed the Dt'sign Pressure: Rating values indicated in the approved drtwings. 2. PRODUCT DESCRIPTION 2.1 The Series F -6000 Aluminum Mixed Window and its components shall be constructed in strict compliance with the following documents: Drawing No 550, Sheets 1 through 9 of 9, titled "F -6000 Aluminum Fixed Window," dated 10/24/00 and revised on 8/15/01, prepared by manufacturer, signed and scaled by Robert L. Clark, C.E., bearing the Mianti -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3,2 For Design Pressure Rating vs. Window Size, sec Comparative Analysis Table for tempered glass in Sheet 8 of 9, and for annealed glass in Sheet 9 of 9 of approved drawings. 4. INSTALLATION 4.1 The aluminum fixed window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, scc corresponding table in approved drawing. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Mianti -Dade County Product Control Approved ". 6. [WILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed inmallation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 4L11.4 at / _ Manus Perez P.E. Product Conti. •miner Produc C. rol Division 2 02/07/2013 02:52 FAX 9047279341 ARCHITECTUAL WIN00WS 21004/024 ACCEPTANCE No,: 01- 011)2.0___ 3 P Industries �►Cp APPROVED: .31..1 -3 2001 EXPIRES: SEP 1 3 2003 • NOTICE OF AC EPTAN F: STANDA . ) ONDITiON. 1. Renewal of this Acceptance (approval) shall be considered alle r* renewal a pp g documents, licati fld and the original submitted documentation, including test supporting b arc no older than eight (8) years. 2. Any and all approved products shall bc permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ". or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: A. There has been a change ne i not in compliance Florida B i d i n code changes; affecting the evaluation of this product and the product b. The product is no longer the same product (identical) as the one originally approved. c. I the Acceptance holder has not complied with all thc requirements of this acceptance, including the correct installation of the product; d. The engineer, who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in thc materials, use, and/or manufacture of thc product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the fol lowing shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process; b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. . 6. The Notice of Acceptance number preceded by the words Dade: County, Florida, and followed by the expiration date may bc displayed in advcnising literature. If any portion of the Notice of Acceptance is displayed, then it shall bc done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall bc provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The engineer does not need to reseal the copies. 8. Failure to comply with any section of this Acceptance shall bc cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, and this last page 3. END OF THIS AccErTANc ( ail -�d i�i Manuel P rez. P. C., Product Contr l P rol Division 3 02/07/2013 02:53 FAX 9047279341 ARCHITECTUAL WINDOWS 1i21 005/024 _ . ; 0 i 11 i: (r) 4 6 ,8 1 °14.1 Zia; i1 o ineswil ,ii- v., (/: ln CL 0 T v 3 " ' \ ¢ r U. a ci ii , . , . .... . ' . 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ON 0 O N O O s d N aN na o ai oao ota 1111:41. 0 ° w 4 � * it L EL ✓ s ti ti v o • � �0. i �a 5 O 0 $ $N I d a Sao In •IF O 0 ;t • c 55 o $°pi 3§ a U a r' o 0 0 0 1 — c 0 Q is p 0 V C ` 0 0 in CI C N CO ^ NC N O • O a in l) 0 0 3 h 0 0 U C if §CS 0 $ N C b h U a Vl tr1 N vi �° vi 0 ▪ - O 0 Q N O1 CO n O 0 0 N N J v ti c • c - 7 b N p o a ^0 I.] • N O O Oi % 6°° a g En a ��- v, ti :i'''') • O 4 p r 01 O L 0 i p O' W 6 S Z w N Cc 02/07/2013 02:54 FAX 9047279341 ARCHITECTUAL WINDOWS Vi 014/024 MIAMI -1)ADE COUNTY, FLORtt)A Mt� qpE METRO -DADE FLAGLER BUILDING UUILDING CODE COMPLIANCE OFI 1CF NII,i'ItO- 1)r \II: I :LAUI:R IUll,l)tNG (Jd N't ST H., \GLEE tiTltltili'l'. stlirl; I 60 MIA \1l. FLORIDA 1113I) -150 (:t 05) 375 - 2a11 VAN (31151 375-2903 PRODUCT CONTROL NOTICE OF ACCEPTANCE PCT Industries co ntArro t LICENSING SIrrl(m (305) 375-2527 ('AX ( 015) 173 _$53 1070 Technology Drive Nokomis ,FL 34275 eovrttArrOu CSVOit ►_\1►:'r utvistos (305) 375.2 FAX (305) 375 -290s rKOnl'CI' cm tlt \LSION (305) 375.2902 FAX 1305) 372433 Your application for Notice of Acceptance (NOA) of: Series "SH- 4000" Aluminum Single I lung Window under Chapter 8 of Codc of Miami-Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Mi:uni -i)adc County Building Code Compliance Oflicc (BCCO) undcr the conditions specified herein. This VOA shall not be valid after thc expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, I3CCO may revoke, modify. or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Codc. The expense of such testing will be incurred by thc manufacturer. 7L(72--1,0 ACCFPTANCF NO.: 01- 0516.10 EXPIRES: 09/30/2006 Raul Rodriguez Chief Product C ontrol Division TILTS 1S T11R COVERSIIEET, SF.E ADDITIONAL, PAGES FOR SPECIFIC AND GENERAL CONDITIONS OUILDING CODE & PRODUCT REVIEW COMMITTEE This application fir Product Approval has been reviewed by the I3CCO and approved by the luildine Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. r Francisca J. Quintana. R.A. Director 14Ganii.l)adc County APPROVED: 09 /30/2001 Bu ilding Codc Compliance Mice \ \s64500011pcI0001loemplawVnoiiea awepunca corer pa(e.doc Internet mail address: postmaster @buildin2calronline.eom • llomcpage: httpJ /www.buildingcodeonlinr.rom 02/07/2013 02:54 FAX 9047279341 ARCHITECTUAL WINDOWS 0 015/024 PGT Industries ACCEPTANCE No.: 01- 0516.10 APPROVED : September 30, 2001 EXPIRES September 30, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves an aluminum single hung window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 199.1 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series "S11- 4000" Aluminum Single Bung Window and its components shall he constructed in strict compliance with the following documents: Drawing No 2736, titled "Aluminum Single Hung Window" Sheets 1 through 8 of 8 dated 04/18/01 and last revised on 08 -31 -2001, signed and sealed by Robert L. Clark. P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4,1 The aluminum single hung window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, statc and following statement: "Miami -Dade County Product Control Approved ". 6, BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, a identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Sl�a ` . Ishaq I. Chanda, P.E. Product Control Examiner Product Control Division 2 02/07/2013 02:54 FAX 9047279341 ARCHITECTUAL WIN00WS Z018/024 PGT Industries ACCEPTANCE No.: 01- 0516.10 APPROVED September 30, 2001 EXPIRES September 30 NOTICE F ACCFPTAN E: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance wilt not be considered if a) There has been a change in the South Florida Building Code affecting thc evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) lithe Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and scaled the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County. Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed, then it shall be done in its entirely_ 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at thc job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. !shag 1. Chanda, P.E. Product Control t xamincr Product Control Division END OF TIIIS ACCEPTANCE 3 02/07/2013 02:54 FAX 9047279341 ARCHITECTUAL WINDOWS Qj017/024 ; 1051101 1-e-C11-51:1! 1 01300 ' Ii308500003 It il 6i iiii 0 t M05011111 1 ;030000090 Q o f " If i ti 1lEoil NEM ilaaliv 1 � E 00000 1.1:00:1111 i { i i o �_ o :. 1 35131 11 li 11 ° 1 5E0f1 11 11 1 - �+- 0 o ; z III!! 011: $11 1 110031001 r -,.. , NI galm3 5122133 II I _ 00000 X000 _ ,its .� z 00000 it OOQ000900 1 /*1 1 tt ` � Q ; Eil . 4E2 ' Ili': ; --■ , In ' E 9 p . - v i , �_ �� f ax 41n I li - 1 _ I L . 1 . I J g 4 9 W v V tJ Z ,'i� xx x, w o z' ;� 3 j� a ft C 5 O v N Cp a \ \ Iii k N h Iu N N . 4 d � ri i t Cp � C __ t �, • _' a ^ _ PI t„ I N � F-162 - 121 4� 1 '4 1N3n381003b j()Ob0113Ntl i, Lu . H K ° - w h 3 02/07/2013 02:54 FAX 9047279341 ARCHITECTUAL WINDOWS Z018/024 e I ' # Q "' ‘g 1 X3 . II il C.D 4 :) spl 0 —do— I--- ,, N 1M gg i1iII 4) 0 511 CD 4.4 0 . . oh., if I 1—. 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FLORIDA MI'DAL METRO -DADE FLAGLER BUILDING nut LDING CODE COMPLIANCE OFFICE: MIrRO.DAl)l: I•'I.AGLHlt Ilt;11.1)1NG 1d0 wt;.vl I:1.AGI.IiR s t `arty 16(11 MIAMI, FLORID) 1 311111 -1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE, (3u5)313-2901 VAN OM) 11S- 2t)IIY PCT industries cx). rK.\c-rott 1 IcENSI%t; s1(11o\ 1070 Technology Drive (cs1)75.2527 FAN 005) 31 -255N Nokomis ,PL 34275 CONTRACTOR ENFORCEMIENTIJVISJON (3t)S) 37S -2964 (AX 1)DS) 375 -2 4011 PRODUCT CONTROL 01 VISION (305).173 FAX OW) )72.613" Your application for Notice of Acceptance (NOA) of: Series F-6000 Aluminum Fixed Winslow under Chapter 8 of the Code of Miami -Dade County governing the use ol Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsitc or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this appro%al, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code_ The expense of such testing will be incurred by the manufacturer. 7 ACCEPTANCE NO.: 01- 0102.03 EXPIRES: 09/1,3/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVF,RSIdEF.T,SEF. ADDITIONAL PAGES FOR SPECIFIC AND C;F.NER CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Codc and Product Review Committee to be used in Miami - Dade County. Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami - Dade County APPROVED: 09/13/2001 Building Code Campliatwe Orrice 11s0iStO 11pe2000 \tm, plates‘nooce acceptance corer pase.dec Internet mail address: posttnasterp (') • itomepage: I11tp : / /www.buildingcodeonlinc.com 02/07/2013 02:52 FAX 9047279341 ARCHITECTUAL WIN00WS Z003/024 ACCEPTANCE No.: 01-0102.03 rcT lna,rstr ►�� SEP 1 3 2001 APPROVED: SE? 3 2005 EXIIRES: OTICE OF A CFPTAN . SPEC1I1 NDITI i1S 1, score: 1.1 This approves m ty wiith the South windw, as Flo Du tding Code (SFBC). 19)4 Edition for Alitmi` designed to comply wh tl County, for the locations where the pressure requirements, as determined by SFI3C Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2,1 The Series F -6000 Aluminum Fixed Window and its components shall be constructed in strict compliance with the following documents: Drawing No 550, Sheets 1 through of b 9, titled 6000 Alu Fixed Window," dated 10/24/00 and revised on 8115 /01, prepared Y all signed and scaled by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size, see Comparative Analysis Table for tempered glass in Sheet 8 of 9, and for annealed glass in Sheet 9 of 9 of approved drawings. 4. INSTALLATION 4.1 The aluminum fixed window and its components shall be installed in strict compliance with the approved drawings. .1.2 !Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, scc corresponding table in approved drawing. 5. LAIBELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shalt be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings. as identified in Section 2 of this Notice of Acceptance, clearly marked W show the components selected for the proposed installation. 6.1.3 Any other document, required by the Building Official or the South Florida Building Code (S1'I3C) in order to properly evaluate the install;atiota of this system. Mantic Perez P.E. Product Contra ...miner I'roduc C. rod Division 2 02/07/2013 02:52 FAX 9047279341 ARCHITECTUAL WINDOWS Z004/024 PCT Industries ACCEPTANCE No,: 01- 0102.0 3 APPROVED: S P i 3 2001 — Exr' SEP 1 3 2003 . s NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acccptancc (approval) shall be considered tiller a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall bc permanently labeled with the manufacturer's name, city. state, and thc following statement: "Miami -Dade County Product Control Approve! ". or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and thc product is not in compliance with the code changes; b. The product is no longer the same product (identical) as thc one originally approved. c. i the Acccptancc holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d. The engineer, who originally prepared, signed and scaled thc required documentation initially submitted, is no longer practicing thc engineering profession. 4. Any revision or change in thc materials, usc, and/or manufacture of thc product or process shall automatically be cause for termination of this Acccptancc, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this of ice. 5. Any of thc following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process; b. Misuse ofthis Acceptance as an endorsement of product, for sales, advertising or any other purpose. • 6, The Noticc of Acceptance number preceded by the words Dade County, Florida, and followed by thc expiration date may be displayed in advcnising literature. tfany portion of the Notice of Acccptancc is displayed, then it shall bc done in its entirety. 7. A copy of this Acccptancc as well as approved drawings and other documents, where it applies, shall be provided to thc user by thc manufacturer or its distributors and shall be available tor inspection at the job site at all times. The engineer does not need to rascal the copies. 8. Failure to comply with any section of this Acceptance shall bc cause for termination and rcmoval of Acccptancc. 9. This Acccptancc contains pages 1, 2, and this last page 3. END OF 1 ACCEPT NCK ( v'w' fr$1i ' Manu P rcz. P. E.. Product Contrt�t liner Product rol Division 3 � . . 02/07/2013 02:53 FAX 9047279341 ARCHITECTUAL WINDOWS 2 005/024 . ' ! 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OFrtCE: NIrl'Ito- t)! \i)I: I:LA ;LER ll(11I.1)ING WO WEST FI.Acil.lilt tilltl l:l'. SIWm.. Im3 b11A .II. GLOKll).\ 31130 -1SGI PRODUCT CONTROL NOTICE. OF ACCEPTANCE (305)375- -290l l,\N(305)37s 2 PCT Industries c•oN nt.u-1•Ou I.10ENSIMc SECTION 1070 Technology i)rive 1305) 375-2$27 VAX 1 WI 375-255:I Nokomis ,FL 34275 cm-ru :Ton FE one _.IE rmve410N (305)375-N4.4 FAN O 375-Nos rKontc. r ulve tnN (305) 375-2902 FAX ( 305) 372.63,W Your application for Notice of Acceptance (NOA) of Series "SH- 4000" Aluminum Single flung Window under Chapter 8 of the Codc of Miami -Dade County governing the use of Alternate Materials and Types or Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (I3CCO) undcr the conditions specified herein. This NOA shall not be valid after the expiration date stated below. DCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. if this product or material fails to perform in the approved manner, i3CCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by ACCO that this product or material fails to meet the requirements of the South Florida Building Codc. The expense of such testing will be incurred by the manufacturer, /2--(1 ACCEPTANCE, NO.: 01- 0516.10 EXPIRES: 09/30/2006 Raul Rodriguez Chief Product Control Division TIIIS IS TiIR COVERSIiIET, SF<E Mk IM ITIONA!. PACTS FAR SPECIFIC AND GENERA! CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the 13CCO and approved by the Building. Codc and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. /1 h�CC�+�ast, Francisco 1. Quintana, R.A. Director Miami-Dade County APPROVED: 09/30/2001 Building Code Compliance Office 1 \ 504 5 000 1 1 ge20001hee+plawlnoeiee aceepunce cover pare.doc Internet mail address: postmastertr Ouildingcedeonline.com ® I femme; htlpJ /www.huilding caleonline.rom 02/07/2013 02:54 FAX 9047279341 ARCHITECTUAL WIN00WS e015/024 PGT Industries ACCEPTANCE No.: 01- 0516.10 APPROVED . September 30, 2001 EXPIRES j Scntembcr 30, 2006 NOTICE OF ACCEPTANCE: SPECIFIC, CONDITIONS 1. SCOPE 1.1 This approves an aluminum single hung window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series "Sl1 -0000" Aluminum Single Ilung Window and its components shall he constructed in strict compliance with the following documents: Drawing No 2736, titled "Aluminum Single Hung Window" Sheets 1 through 8 of 8 dated 04 /18/01 and last revised on 08 -31 -2001, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with thc approved drawings. 4.2 Hurricane protection system (shutters): thc installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any othcr documents required by the Building Official or the South Florida building Code (SFI3C) in order to properly evaluate the installation of this system. SLA.a 1 . (-AAA Ishaq 1. Chanda, P.E. Product Control Examiner Product Control Division 2 02/07/2013 02:54 FAX 9047279341 ARCHITECTUAL WINDOWS 2016/024 PGT Industries ACCEPTANCE No.: 01- 0516.10 APPROVED September 30,2001 EXPIRES September 30 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered elcr a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, arc no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting thc evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as thc one originally approved; c) lithe Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in thc materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose_ 6. The Notice of Acceptance number preceded by thc words Miami -Dade County. Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety_ 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. 1c t,a' 1. [shag 1. Chanda, P.G. 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Ir '. .f ...• ' Aktis ..,., gi 1„, I, — R 4 Etne N ft U E c-. ;VCt 2 vo PAGE 1 ate: 12/20/2002 MANNING BUILDING SUPPLY LOG #: B0917A !' TRUSS DIVISION JOB #: JACKSONVILLE "alesman: JASON BRACKIN Pitch: 16 "/12 Customer: FASANELLI Job Name: SELVA MARINA HOUSE OAddress: Address: LOT 22 HICKORY LANE r; i ATLANTIC BEACH - Designer: KEN r* Left Right ,,ty Span O.H. O.H. I Description sio 1 14'6" 0' 0' F1 5 14'6" 0' 0' F2 1 16'9 "8 0' 0' F3 6 13'9 "4 0' 0' F4 1 12'4" 0' 0' F5 4 12'4" 0' 0' F6 RAIT , 3 13'7" 0' 0' F7 ri 18 13'7" 0' 0' F8 SEALS 1 17'1 "12 0' 0' F9 6 17'1 "12 0' 0' F10 7 11'0 "8 0' 0' F11 1 11'7" 0' 0' F12 3 7'5" 0' 0' F13 • 2 3'11" 0' 0' F14 !; 1 7'4" 0' 0' F15 ** Hardware Floor ** 29 THA422 SY42 Hanger " " 4 HGUS412* 2 -ply GPLam Hanger ** Beams ** 2 12 BM1 GPLAM 16" Po 3 18 BM2 GPLAM' 16" 2 12 BM3 GPLAM 16" 2 18 BM4 GPLAM 16" • 2 14 BM5 GPLAM 16" 60 - Trusses 33 - # of Hardware 0 - # of I -Joist 0 - Piggy's 0 - Jacks 11 - # of Beams 0 - # of Rim Board 60 - Total Trusses m r r r IP PP PP H . S - -f -- .. 8 . 9 - } .. Z . S T iv-- -- .. 8 . 8 ---- -- . S H 0 9.9E > 0 co a wip w CL Cr - -i-- - ..8.8- J cn ¢w ..8.0T -- z CC I-- c� S WOG 01 i : . HT`J do I3I0 01 z in ` s . 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REACTIONS PLATE OR TRUSS OR MARK PRODUCT CODE FLOOR ROOF UPLIFT HEADER JOIST NOTES tiP A HUS 26 2785 3325 1550 (14) 16d (6) 10d X 1.5 TRUSS B HUS 28 3380 3585 2000 (22) 16d (8) 10d X 1.5 TRUSS C HGUS 28 -2 6245 7810 2650 (36) 16d (20) 10d X 1.5 2 PLY TRUSS ,, D HGUS 28 -3 6245 7810 2650 (36) 16d (12) 16d X 1.5 3 PLY TRUSS E SUL /R 26 800 1000 765 (6) 16d (6) 10 d X 1.5 TRUSS F SUL /R 210 1330 1660 1250 (16) 16d (10) 10d X 1.5 TRUSS fl" G LSSU 210 960 1200 625 (10) 10d (7) 10d X 1.5 TRUSS H THJA 26 2190 2740 1340 (16) 16d (5) 10d +(7) 10d HIP JACK I THA 422 3630 4145 1550 (22) 16d (6) 10d X 1.5 SYS 42 J SUR /L 410 1860 2330 1275 (16) 16d (10) 16d SYS 42 K IUT 312 1360 1200 245 (14) 10d (2) 10d X 1.5 I- JOIST Pil L IUT 312 -2 1855 2320 905 (16) 16 (6) 10d DBL I -JOIST M MIT 316 2400 (12) 10d X 1.5 (2) 10d X 1.5 I -JOIST N SUR /L 310 1860 1785 720 (14) 16d (6) 10d X 1.5 I -JOIST ,, O SUR /L 314 2395 1795 960 (18) 16d (8) 10d X 1.5 I -JOIST P LSSUH 310 1385 1050 990 (14) 16d (12) 10d X 1.5 I -JOIST Q HU 11 2185 2270 920 (22) 16d (6) 10d X 1.5 1 PLY LVL I. R HGUS 48 5472 6840 5837 (36) 16d (24) 16 d 2 PLY LVL S HGUS 412 9535 11335 4780 (56) 16d (36) 16 d 2 PLY LVL T HGUS 412 L 8512 10640 8755 (56) 16d (36) 16 d 2 PLY LVL "" U HGUS 412 R 8512 10640 8755 (56) 16d (36) 16 d 2 PLY LVL V HUC 412 6102 6801 3100 (56) 16d (36) 16'd 2 PLY LVL W HGUS 5.25/12 9535 11335 ✓ 4780 (56) 16d (36) 16 d 3 PLY LVL P. X HGUS 7.25/12 9535 9665 4780 (56) 16d (36) 16 d 4 PLY LVL UL1 H16S NA NA 1600 (10) 10d (2) 10 d TRUSS UL2 1116 NA NA 1600 (10) 10d (2) 10 d TRUSS UL3 H16-2 NA NA 1600 (10) 10d (2) 10 d 2 PLY TRUSS UL4 MTS 12 NA NA 1000 (7)10d EA. SIDE NONE TRUSS im UL5 HTS 20 NA NA 1450(10)10d EA. SIDE NONE 2 PLY TRUSS UL6 MSTA 36 1995 2135 (26) 10d TRUSS UL7 MGT NA NA 4200 (22) I0d PLUS UL8 P UL8 PHD 5 NA NA 4500 14 SDS 1/4X3 ADD UL7 TBS 2 -24 (4) 10d X 1.5 TRUSS BRACING 12 BRITE COM °" 1 -3/8 TRUSS NAIL 3/4 X 023 BANDIN SNAP ON SEALS pi r 1 R it ■A/ L t LA' f KYJJ flAfr4CKJ go COMECT000 StrongTie The THA426 and THA426 -2 provide connectors for 24 floor trusses. • • The THA series' extra long straps allow full code nailing and can be . - " field- formed to give top flange hanger convenience. e 00 " MATERIAL: See table. 1 FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. • • With single 2x carrying members, use 10dx1 Y2" nails into the " carrying member, and 10d or 16d commons into the carried member, and use 0.81 of the table value for 18 gauge, and 0.68 ® . 1 H of the table value for 16 gauge. I • Two different installation methods may be used: ® c 2 1 for / Maximum nailing - Install all face nails according to the table, THAC422 l HA for Nails used for the joist attachment must be driven at an angle so THA422-2 j that they penetrate through the corner of the joist into the header. ` 2 ' 111 THA426 -2 Minimum nailing -For the THA29, the minimum nailing schedule � J 4is requires the use of joist double shear nailing as detailed above, THA29 _ �/ ,110 ,ir and that the strap be field - formed over the header a minimum of 21/2'. A minimum of four top and four face nails must be used. THAC422 THA • For all models except the THA29, the minimum nailing schedule may be followed where loP d ouble shear nailing is not possible, provided _ + 4 Top Nails the strap is field- formed over the top of the . ld �� 4x Nailer ---� header a minimum of 1'/2" for the THA213 );;;, S. ,y�'',' '' and THA413, and 2" for all others, and a fi rr , "4 .i -.t Vii, ( , -: minimum of four top and two face nails Igtit . > ,14', �' fry are used. The joist double shear nailing 0 �, wH 1 l <,, VII* �� Fa ls I tabs are easily straightened so that the �x�' ' k' Nai nails can be driven straight into the joist. , )i g �' 1 �� _ � i? � r ' ' ' ' '" T �.4.7.-7, 1 jr� � � aw : �Al r k } `1 � CODES: BOCA, I SBCCI NER -209; City of L.A. �.1 4 ,�, � o�, 14,01.,-,,,,,,;;;- � ,f �� RR 24949; Dade Co., FL 98-0724.06. ° 1 ®` ° "" f� � Typical THA installation Joist Straight Nails I Dome Double Shear Typical THA Nailing prevents Double r'— Minimum Nailing • tabs breaking on Shear �,J $ll � Double Shear Configuration on illil "��` available on 'w � 4/ Nailing = a Nailing Top View a 4x Nailer some models) ® Side View =. k, l ' U.S. Patent 4,480,941 (except THA29) U.S. Patent I 1 1111 Canada Patent 1,193,418 117 5,603,580 IP Dimensions Fasteners' Doug ;Fir- Larch /Southem Pine Spruce- Pine -Fir Minimum Down Allowablatoads Allowable Loads Pi Carried Model Ga Carrying Carried Avg Uplift? U plift z I I 6 N Member w if c Member Member Ult Float . Shown Roof Floor Snow Roof z (133 & (10Q) (115^ {125 (133 & (100) (115) (125) Tape Face Straight Slant 160) 160) I g . MINIMUM NAILING —TOP FLANGE PIP 2x4 THA29 18 1 38 91 Xe 5% 4 -10d 4 -10d — 4 -10d 8167 750 2260 2310 2350 750 17401 1785 1815 2 2x6 THA213 18 1% 13y. 5y 4 -10d 2 -10d 4- 10dx1y, — 5343 — 1615 1615 1615 — 1280 1280 1280 s 2x6 THA218 18 1% 1734 5y, 4-10d 2 -10d 4- 10dx1y, — 5343 — 1615 1615 1615 — 128011280 1280 Z (2) 2x10 THA218 -2 16 3% 17% 8 4-16d 2 -16d 6- 16dx2y, — 5085 — 1635 1635 1635 1465 1465 1465 0 N — a ( THA222 -2 16 3y 22y. 8 4 -16d 2 -16d 6- 16dx2% — 5085 — 1635 1635 1635 — 1465 1465 1465 m 4x6 THA413 18 3% 1334, 4y, 4-10d 2 -10d 4-10d — 5343 — 1615' 1615 1615 — 1280 1280 1280 a 4x10 THA418 16 3% 17) 7% 4 -16d 2 -16d 6 -16d — 5085 — 1635 1635 1635 — 1465 1465 1465 $ 4x10 THAC418 16 3% 17y 7% 4 -16d 2 -16d 6 -16d — 15085 — 1635 1635 1635 — 1465 1465 1465 °' al 4x10 THA422 16 3% , 22 7// 4 -16d 1 2 -16d 6 -16d — 1 5085 — 1635 1635 1635 _ — 1 1465 1465 1465 0 MAXIMUM NAILING — ALL NAIL HOLES FILLED e 2x4 THA29 18 1% 9ry,„ 5y — 116 -10d — 4 -10d 1 8250 750 2125 2310 2350 750 i 1740 1785 1815 0 2x6 THA213 18 1% 1334, 5y, — 14 -10d — 4 -10d 7983 930 1795 1840 1870 780 11385 1425 1450 c, ° 2x6 THA218 18 1% 1794 5% — 118-10d1 — 4 -10d 9120 930 1795 1840 1870 780 1 ; 1385 1 1425 1450 0 (2)2x10 THA218 - 1 16 3% 17% 8 — 116 -16d1 — 6- 16d111500 1550 2830 ■ 3050 3050 1355 1 2385 2740 2820 , (2) 2x10 THA222 -2 16 3% 22y, 8 — '22 -16d — 6 -16d 113067 1550 , 3510 3595 3650 1355 2705. 2775 2820 4x6 THA413 18 3% 1394 4% — 114 -10d — 4 -10d 1 7983 930 1940 2235 2400 780 1 1660 1 1910 j 2075 1 4x10 THA418 116 3% 1 17% 77/ ' — 16 -16d1 — j6-16d111500 1550 1 2830 3050 3050 1355 l 2385 I 2740 ! 2980 1 I 4x10 j THAC418 16 3% 1 17y, 7% 1 — 116 -16d1 — 6 -16d 111500 1550 2830 3050 3050 1355 2385. 2740 2980 i, 4x10 THA422 16 1 3% 1 22 1 774 — '22 - 16d1 — 6 -16d 113067 3630 j 4090 1 4145 1355 3075 1 3145 3195 j 1.16d sinkers may be used to replace 16d commons at 0.85 of table Toad. 3. Roof loads are 125% of floor loads unless limited by other criteria.Floor loads may be adjusted 2. Uplift has been increased 33% and 60% for earthquake or wind loading with for load durations according to the code, provided they do not exceed those in the roof column. no further increase allowed: reduce for other load conditions as required by code. 4.160% uplift load for THA422 -2 and THAC422 -2 is 2060 lbs. 60 ow -w i 0 www.US Pconnectors.com It e -mail: info @USPconnectors,com Plated Truss Hangers 5 Heavy -Duty Truss Hangers — THDH series -io Materials: 12 gauge Finish: G60 galvanizing Codes: ICBO 5441, SBCCI 9851A, BOCA 98 -15, L.A. City RR25361 ' Patents: #5,217,317 J .Ez. Installation: • Use all specified fasteners. See General Notes, page 5. • The dimple nail guides on the THDH models allow 45° nailing. Drive joist nails into dimple guides at 45° to achieve listed loads. a See ANSI/TPI section for truss chord applications: pages 133 -135 for EWP applications 1� Dimensions 2 r 4 Fastener Schedule Allowable Loads (Lba.) -,1 USP Steel Floor Roof Uplift ,4----,, / \ Joist / Truss Size Stock No. Ref. No. Gauge W H Header Truss 100°/. 115X 12 133X 160X � ----- o c o ' '' ' , 1 t, • V 3-1/4 x 9-1/2 THDH3210 HGUS3.25/10 12 3 -1/4 9 -3/8 (46) 16d (12) 16d 7910 8260 8260 3490 3490 ° o ° ° i � 3 -1/4 x 10 -5/8 THDH3212 HGUS3.25 /12 12 3 -1/4 10 -5/8 (56) 16d (14) 16d 9475 10895 11840 4790 5750 4 I °° ° 1P" (2) 2 x 6 - 8 THDH26 -2 HGUS26.2 12 3-7/16 5-3/8 (20) 16d (8) 16d 3765 4330 4710 2235 2235 goo a 0 ° t , ' (2) 2 x 8- 10 THDH28 -2 HGUS28 -2 12 3 -7 /16 7 -1/8 (36) 16d (10) 16d 6260 7200 7825 2665 2665 H °° a (2) 2 x 10 - 12 THDH210 -2 HGUS210.2 12 3 -7/16 9-1/8 (46) 16d (12) 16d 7910 8260 8260 3490 3490 4 x 6 - 8 THOH46 HGUS46 12 3 -9/16 5 -3/8 (20) 16d (8) 16d 3765 4330 4710 2235 2235 3.- ----- / 4: `�, w ;-: 4 x 8.10 THDH48 HGUS48 12 3.9/16 7 -1/8 (36) 16d (10) 16d 6260 7200 7825 2665 2665 _ 4 x 10.12 THDH410 HGUS410 12 3 -9/16 9-1/8 (46) 16d (12) 16d 7910 8260 8260 3490 3490 { 4 x 12.14 THDH412 HGUS412 12 3 -9/16 10 -1/2 (56) 16d (14) 16d 9475 10895 11200 4790 5750 THDH 4 x 14 -16 THDH414 HGUS414 12 3 -9/16 12 -1/4 (66) 16d (16) 16d 10990 11325 11550 5475 6570 r- (3) 2 x 6 -8 THDH26 -3 HGUS26 -3 12 5 -1/8 5-3/8 (20) 16d (8) 16d 3765 4330 4710 2235 2235 la (3) 2 x 8. 10 THDH28-3 HGUS28-3 12 5 -1/8 7 -1/8 (36) 16d (10) 16d 6260 7200 7825 2665 2665 5 ,, (3) 2 x 10 -12 THDH210 -3 HGUS210 -3 12 5 -1 /8 9-1/8 (46) 16d (12) 16d 7910 8260 8260 3490 3490 Vii: (3) 2 x 12 - 14 THDH212 -3 HGUS212 -3 12 5-1/8 10-1/2 (56) 16d (14) 16d 9475 10895 11840 4790 5750 4 (3) 2 x 14 - 16 THDH214 -3 HGUS214-3 12 5 -1/8 12 -1/4 (66) 16d (16) 16d 11105 11840 11840 5475 6570 \ 1 FP VC, 5-1/4 x 9-1/8 THDH5210 HGUS5.25/10 12 5-1/4 9-1/4 (46)t6d (12)16d 7910 8260 8260 3490 3490 5-1/4 x 10-3/4 TH0H5212 HGUS5.25112 12 5-1/4 10.314 ` ' II ( 56)16 d (14)16d 9475 10895 11840 4790 5750 - s e 6 x 10. 12 THDH610 HGUS5.50 /10 12 5-1/2 9 (46) 16d (12) 16d 7840 9015 9800 4105 4930 4: •t a .. 6 x 12.14 7HDH612 HGUS5.50 /12 12 5-1/2 10-1/2 (56) 16d (14) 16d 9475 10895 11840 4790 5750 O... vi: 6 x 14 -16 THDH614 HGUS5.50 /14 12 5-1/2 12 -1/2 (66) 16d (16) 16d 11105 11840 11840 5475 6570 7 -1/4 x 9-1/4 - 14 THDH7210 HGUS7.25/10 12 7 -1/4 9 (46) 16d (12) 16d 7840 9015 9800 4105 4930 7 -1/4 x 11 -1/4 - 16 THDH7212 HGUS7.25/12 12 7 -1/4 10-1/2 (56) 16d (14) 16d 9475 10895 11840 4790 5750 Typical THDH double 7 -1/4 x 14 - 18 THDH7214 HGUS725/14 12 7.1/4 12 -1/4 (66) 16d (16) 16d 11105 11840 11840 5475 6570 shear installation 1) Uplift loads have been increased 33 -1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) Joist nails need to be toe nailed at 45' to achieve allowable loads shown. 3) Minimum nail penetration shall be 1. 15/16" for 16d nails. Specialty Options — refer to Specialty Options section for additional details. Option Skewedu Sloped Seatu Sloped / Skewed Range 1' to 45' 1' to 45' skew 1' to 45' Ilk sloped 1' to 45' 4 Allowable 85% of table load. 52% of table load. 52% of table load. . - Loads e t Ordering Add SK, angle required. Add SL, slope required, See sloped and skewed. i Drive joist nails and right (R) or left (L), and up (U) or down (D), Ex. THDH410- SK45RSL300 into header at to product number. to product number. 45° to achieve listed loads. ` ' Ex. THDH410SK45R Ex. THDH410SL300 , 1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 1 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. � " 3) All sloped, skewed or combinations require bevel cut on joist in all applications. Copyright 2000 United Steel Products Company USP789-001 137 11 r" \ ) ow ,\ I P" \ I \ r" \ ■ 1 00* ii i ‘-- - . - to \ V 4 i \i IP fe, i-..,.. 0 w# Yi \ W 1 \ 1 1 0 P 0 li i il 0 P 6 VI 0 1 i 1 I I log. I I w. !" w , I \ I\ \ poi \ I I I\ s' t et \i\ 0 0 A I ■ / , / a 0 1 i i r . ) /IA\ , m # 1 P 0 V / • • i 1 /11 /lir: o 1 a 0 s fit a A ill ' T 11 1w 1\ 7 1/I o 0 P * 1 \ 11 a r v. PM Pi \ MOS 10 \ ) \ \ \\ R I WA I t kik iTyy,\\\\ \) mp \--) S iir y i \ mo we 4 7. oh, ISItl I / I pm P 00 \ /I OP In OP , 11 ... , , , \ , 14 I t A A "AA A IP I I me I A I I I /A ii r t A r. A p. yfirli I 0. 11, / / mo / , Al/ / 1 L., / 71 m 1 I MANNING BUILDING SUPPLIES Ken Parker 25 Feb 2003 12:23 pm 11155 PHILLIPS PKWY DR E , Jacksonville, FL. 32256- (904)268 -8225 r. FASTBeam® Engineering Analysis ©1996 -2003 Georgia - Pacific Corporation Version: 3.4 Build: 3.4.0.0 Project : B0917A.FBD FASANELLI Mark # : Beam - Floor y* Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L1360 TL = L1240 Composite Action : No P 3.5 ", 565 psi _ 3.5 ", 565 psi P 1 11' 2" 1 Po LOADS Project Design Loads : Floor: Live =40 psf, Dead =15 psi; Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0' 0" 11'2" 11' 0" s.c. - F11 FLOOR 2 Span Carried(psf) 55 40 100% 0 0' 0" 11' 2" 13' 7' s.c. - F8 FLOOR Uniform(plf) 9 0 0 0 11'2" Self Weight `Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. '" SUPPORTS(Ibs) 1 2 Max R'n 3823 3823 Max 100% 2747 2747 pp Min R'n 1076 1076 Min 100% 2747 2747 DL R'n 1076 1076 Min Brg(in.) 1.93 1.93 [Based on bearing stress below] Brg Str(psi) 565 565 PP DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 3181 1 10' 3" 21 6318 100% 0.50 M(tt -Ibs) 10672 1 5' 7" 21 13282 100% 0.80 PP g,, LtRn(Ibs) 3823 0 0' 0" 21 6921 100% 0.55 See Note #5 V RtRn(lbs) 3823 0 11' 2" 21 6921 100% 0.55 See Note #5 LLDefl(in.) 0.36 1 5 7" 21 0.37 L/372 TLDefl(in.) 0.50 1 5 7" 21 0.56 U268 ( USE GPLAM 2.0E 1.75x 9.50" 2 Plies Grade selected by User G -P LAM tm Georgia - Pacific Corp. Pi NOTES : 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression pi edge. 3. Loads have been Input by the user and have not been verified by Georgia - Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 6. Bearing length based on design material; support material capacity shall be verified by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check per the building code, must be performed 9= for commercial uses. 1 Verify that load is applied at top or equally from both sides. 10. Nall plies together with 16d nails @ 12" o/c along top and bottom edges. Nall from alternate faces, 2" from edges. 11. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. „ 12. Load Combinations: 10= D,20 =D+ 100%, 30 =D+ 115%, 40 =D+ 125 %,50 =D+ 133 %,60 =D +100% +115 %,70 =D +100% +126% , 80 =D +100% +133 %, 90 =D +100% +115% +133.2, 100 =D +100% +115%/2 +133 %, 110 =D+ Commercial Ld (100%) 13. Group = Load Combination Number + Load Pattem number. (For simple span, Load pattern =1 for LL, 0 for DL). P rm MANNING BUILDING SUPPLIES Ken Parker 18 Dec 200212:05 pm 11155 PHILLIPS PKWY DR E , Jacksonville, FL. 32256- (904)268 -8225 FASTBeam® Engineering Analysis ©1996 -2003 Georgia - Pacific Corporation Version: 3.4 Build: 3.4.0.0 "" Project : B0917A.FBD FASANELLI LOT 22 HICKORY LANE Mark # : BEAM 1 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Po Max Defl : LL = L/360 TL = L/240 Composite Action : No ri — 3.5 ", 565 psi — 3.5 ", 565 psi i 11'2" 1 i""' LOADS Project Design Loads : Floor: Uve =40 psf, Dead =15 psf, Roof: Live =30 psf, Dead =12 psf. Live +Dead Ld(T) Live Ld(L) LDF Location* # Shape ©Start @End @Start @End Span# Starts Ends Additional Info 1 Uniform(plf) 100 0 100% 0 0'0" 11' 2" WALL +la+ 2 Span Carried(psf) 42 30 125% 0 0' 0" 11' 2" 27' 0" s.c. - K7 ROOF Uniform(plf) 15 0 0 0 11' 2" Self Weight "Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. SUPPORTS(lbs) ! 1 2 Max R'n 3806 3805 Max 125% 2261 2261 Min R'n 1544 1544 IP Min 125% 2261 2261 DL R'n 1544 1544 Min Brg(in.) 1.92 1.92 [Based on bearing stress below] Brg Str(psi) 565 565 ,,, DESIGN Value Span X Group Allow LDF Ratio V(lbs) 2797 1 0' 2" 41 13300 125% 0.21 M(ft -Ibs) 10624 1 5' 7" 41 44445 125% 0.24 LtRn(lbs) 3806 0 0' 0" 41 6921 100% 0.55 See Note #5 " RtRn(lbs) 3805 0 11' 2" 41 6921 100% 0.55 See Note #5 LLDefl(in.) 0.07 1 5' 7" 41 0.37 L/1909 TLDefl(in.) 0.12 1 5 7" 41 0.56 L/1135 '" USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade, Depth selected by User G -P LAM tm Georgia- Pacific Corp. ow NOTES : 1. Designed In accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia- Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). P" 7. When required by the building code, a registered design professional or building official should verify the Input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. f p s 9. Verify that load is applied at top or equally from both sides. 10. Nall piles together with 16d nails ©12" o/c along top and bottom edges and thru center. Nall from alternate faces, 2" from edges. 11. Max/Min reactions are based on the applicable load combinations outlined in the notes. Summation of max/min reactions for various DOL may not match total max/min reaction. 12. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. " 13. Load Combinations: 10= D, 20 = D + 100%, 30 = D + 115%, 40 = D + 125%, 50 = D + 133%, 60 = D + 100% + 115%, 70 = D + 100% + 125% ,80 =D +100% +133 %, 90 =D +100% +115 % +133%✓2, 100 =D+ 100% +115 % /2 +133 %, 110 =D +CommercialLd(100%) 14. Group = Load Combination Number + Load Pattern number. (For simple span, Load pattern =1 for LL, 0 for DL). as ow MANNING BUILDING SUPPLIES Ken Parker 18 Dec 2002 12:09 pm 11155 PHILLIPS PKWY DR E , Jacksonville, FL. 32256- (904)268 -8225 FASTBeam® Engineering Analysis ©1996 -2003 Georgia - Pacific Corporation Version: 3.4 Build: 3.4.0.0 Pi Project : B0917A.FBD FASANELLI LOT 22 HICKORY LANE Mark #: BEAM2 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No olio — 5.5 ", 565 psi — 5.5 ", 565 psi f" 17`0" 4 " LOADS Project Design Loads : Floor: Live =40 psf, Dead =15 psf; Live =30 psf, Dead =12 psf. Live +Dead Ld(T) Live Ld(L) LDF Location* # Shape OStart @End @Start nEnd Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0' 0" 17' 0" 11' 0" s.c. - CRY F11 M 2 Concentrated(Ibs) 3805 2767 100% 0 1' 6" FROM BEAM 1 3 Concentrated(Ibs) 7499 5356 125% 0 1' 6" FROM G2 GIR Uniform(plf) 22 0 0 0 17' 0" Self Weight *Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. SUPPORTS(Ibs) 1 2 Max R'n 13059 3750 Max 100% 4393 2114 10 Max 125% 4884 473 Min R'n 3783 1164 Min 100% 4393 2114 Min 125% 4884 473 DL R'n 3783 1164 " Min Brg(in.) 4.40 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 12141 1 1' 6" 71 19950 125% 0.61 M(ft -Ibs) 21548 1 6' 5" 71 66668 125% 0.32 LtRn(Ibs) 13059 0 0' 0" 71 16314 100% 0.80 See Note #5 RtRn(Ibs) 3750 0 17' 0" 71 16314 100% 0.23 See Note #5 LLDefl(in.) 0.23 1 8' 6" 71 0.57 U877 TLDefl(in.) 0.33 1 8' 6" 71 0.85 U611 USE: GPLAM 2.0E 1.75x16.00" 3 Plies Grade, Depth, Plies selected by User '" G -P LAM tm Georgia- Pacific Corp. NOTES : m, 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each and of the member. Continuous lateral support required for compression edge. 3. Loads have been Input by the user and have not been verffied by Georgia - Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads 8, duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 6. Bearing length based on design material; support material capacity shall be verffied (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product to application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Verify that load Is applied at top or equally from both sides. as 10. Nall plies together with 16d nails © 12" o/c along top and bottom edges and thru center. Nall from alternate faces, 2" from edges. 11. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 12. Load Combinations: 10 =D,20 =D+ 100%, 30 =D +115 %,40 =D +125 %,50 =D +133 %,60 =D +100% +115 %,70 =D +1 + ,80 =D +100% +133 %, 90 =D+ 100% +115% +133/ ✓2, 100 = D + 100% + 115%/2 + 133%, 110 = D + Commercial Ld (100%) 13. Group = Load Combination Number + Load Pattern number. (For simple span, Load pattern = 1 for LL, 0 for DL). O ow MANNING BUILDING SUPPLIES Ken Parker 18 Dec 200211:25 am 11155 PHILLIPS PKWY DR E , Jacksonville, FL. 32256- (904)268 -8225 FASTBeam® Engineering Analysis ©1996 -2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 so Project : B0917A.FBD FASANELLI LOT 22 HICKORY LANE Mark # : BEAM 3 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defi : LL = L/360 TL = L/240 Composite Action : No PP — 3.5 ", 565 psi — 3.5 ", 565 psi 10'8" " LOADS Project Design Loads : Floor: Live =40 psf, Dead =15 pst, Roof. Live =30 psf, Dead =12 psf. Live +Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start ©End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0' 0" 10' 8" 14' 7" s.c. - F2 FLOOR PA" 2 Uniform(plf) 80 0 100% 0 0'0" 10' 8" WALL 3 Span Carried(psf) 42 30 125% 0 0' 0" 10' 8" 15' 2" s.c. - H2 ROOF Uniform(plf) 15 0 0 0 10' 8" Self Weight `Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. 40 SUPPORTS(lbs) 1 2 Max R'n 4344 4344 Max 100% 1557 1557 , Max 125% 1216 1216 Min R'n 1571 1571 Min 100% 1557 1557 Min 125% 1216 1216 DL R'n 1571 1571 " Min Brg(in.) 2.20 2.20 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio m 1/(113s) 3140 1 9' 2" 71 13300 125% 0.24 M(ft4bs) 11585 1 5' 4" 71 44445 125% 0.26 LtRn(Ibs) 4344 0 0' 0" 71 6921 100% 0.63 See Note #5 RtRn(Ibs) 4344 0 10' 8" 71. 6921 100% 0.63 See Note #5 ow LLDefl(in.) 0.08 1 5' 4" 71 0.36 L11677 TLDefl(in.) 0.12 1 5' 4" 71 0.53 L/1071 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade, Depth selected by User oto G -P LAM tm Georgia- Pacific Corp. NOTES : on 1. Designed In accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been Input by the user and have not been verified by Georgia- Paclflc Engineered Lumber Technical Services. 4. Design valid for dry use only. " 5. This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 5. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the Input loads and product MA application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10. Nall piles together with 16d nails @ 12" o/c along top and bottom edges and thru center. Nall from alternate faces, 2" from edges. pm 11. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 12. Load Combinations: 10 = D, 20 =D +100%,30 =D +115 %,40 =D+ 125 %,50 =D +133 %,60 =D +100% +115 %,70 =D + 100% + 125% ,80 =D +100% +133 %, 90 =D+ 100% +115% +133%./2, 100 =D +100% +115%/2 +133 %, 110 =D+ Commercial Ld (100%) 13. Group = Load Combination Number + Load Pattern number. (For simple span, Load pattem = 1 for LL, 0 for DL). Pm ee ow MANNING BUILDING SUPPLIES Ken Parker 18 Dec 2002 11:28 am 11155 PHILLIPS PKWY DR E , Jacksonville, FL. 32256- (904)268 -8225 w FASTBeam® Engineering Analysis ©1996 -2003 Georgia - Pacific Corporation Version: 3.4 Build: 3.4.0.0 Project : B0917A.FBD FASANELLI LOT 22 HICKORY LANE Mark # : BEAM 4 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 '"' Max Defl : LL = L/360 TL = L1240 Composite Action : No ow _ 3.5 ", 565 psi _ 3.5 ", 565 psi 4. 3 J 1 17'0" s " LOADS Project Design Loads : Floor: Live =40 psf, Dead =15 psf Live +Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Concentrated(Ibs) 4344 3159 100% 0 2' 0" CRY BM3 a"" Uniform(plf) 15 0 0 0 17' 0" Self Weight *Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. SUPPORTS(Ibs) 1 2 P" Max R'n 3957 635 Max 100% 2788 372 Min R'n 1169 263 Min 100% 2788 372 am DL R'n 1169 263 Min Brg(in.) 2.00 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN PP Value Span X Group Allow LDF Ratio V(Ibs) 3935 1 0' 2' 21 10640 100% 0.37 M(ft-lbs) 7885 1 2' 0" 21 35556 100% 0.22 LtRn(Ibs) 3957 0 0' 0" 21 6921 100% 0.57 See Note #5 RtRn(Ibs) 635 0 17' 0" 21 6921 100% 0.09 See Note #5 ow LLDefl(in.) 0.08 1 8' 6" 21 0.57 02401 TLDefl(in.) 0.13 1 8' 6" 21 0.85 L/1581 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade, Depth selected by User G -P LAM tm Georgia - Pacific Corp. NOTES : v"" 1. Designed In accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2 Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been Input by the user and have not been verified by Georgia- Pacific Engineered Lumber Technical Services. oppl 4. Design valid for dry use only. 5. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and maybe less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product se application. 8. This engineered lumber product has been sized for residential use. A concentrated load check per the building code, must be performed for commercial uses. 9. Verify that load Is applied at top or equally from both sides. to 10. Nall plies together with 16d nails @ 12" o/c along top and bottom edges and thru center. Nall from altemate faces, 2" from edges. 11. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 12. Load Combinations: 10 = D, 20 = D + 100%, 30 = D + 115%, 40 = D + 125%, 50 = D + 133%, 60 = D + 100% + 115%, 70 = D + 100% + 125% , 80 =D +100% +133 %, 90 =D +100% +115% +133 % /2, 100 =D+ 100% +115%/2 +133 %, 110 =D+ Commercial Ld (100%) ,, 13. Group = Load Combination Number + Load Pattern number. (For simple span, Load pattem =1 for LL, 0 for DL). OM PO ao MANNING BUILDING SUPPLIES Ken Parker 18 Dec 2002 11:29 am 11155 PHILLIPS PKWY DR E , Jacksonville, FL. 32256- (904)268 -8225 FASTBeam® Engineering Analysis ©1996 -2003 Georgia - Pacific Corporation '""� Version: 3.4 Build: 3.4.0.0 Project : B0917A.FBD FASANELLI LOT 22 HICKORY LANE Mark # : BEAM 5 Are Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No — 3.5 ", 565 psi — 3.5 ", 565 psi Pme 1 12'10" P' LOADS Project Design Loads : Floor: Live =40 psf, Dead =15 pst, Roof: Live =30 psf, Dead =12 psf. Live +Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start eEnd @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0' 0" 12' 10" 14 7" s.c. - CRY F2 FLOOR 2 Uniform(plf) 80 0 100% 0 0'0" 12' 10" WALL 3 Span Carried(psf) 42 30 125% 0 0' 0" 12' 10" 15' 2" s.c. - CRY H2 ROOF 4 Concentrated(Ibs) 635 462 100% 0 9' 6" CRY BM 4 Uniform(plf) 15 0 0 0 12' 10" Self Weight "Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. SUPPORTS(Ibs) 1 2 Max R'n 5392 5697 — rP Max 100% 1994 2216 Max 125% 1463 1463 Min R'n 1935 2018 Min 100% 1994 2216 Min 125% 1463 1463 P' DL R'n 1935 2018 Min Brg(in.) 2.73 2.88 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN q" Value Span X Group Allow LDF Ratio V(Ibs) 4492 1 12' 8" 71 13300 125% 0.34 M(ft-lbs) 17828 1 6' 5" 71 44445 125% 0.40 LtRn(Ibs) 5392 0 0' 0" 71 6921 100% 0.78 See Note #5 qa ,,, RtRn(Ibs) 5697 0 12' 10" 71 6921 100% 0.82 See Note #5 LLDefI(in.) 0.16 1 6' 5" 71 0.43 L/951 TLDefi(in.) 0.25 1 6' 5" 71 0.64 L/612 PA USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade, Depth selected by User G -P LAM tm Georgia - Pacific Corp. NOTES : OP 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been Input by the user and have not been verified by Georgia - Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). on 7. When required by the building code, a registered design professional or building official should verify the Input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check per the building code, must be performed for commercial uses. 9. Verify that load Is applied at top or equally from both sides. 10. Nail plies together with 16d nails @ 12" o/c along top and bottom edges and thru center. Nall from alternate faces, 2" from edges. 11. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 12. Load Combinations: 10= D, 20 = D + 100%, 30 = D + 115%, 40 = D + 125%, 50 = D + 133%, 60 = D + 100% + 115%, 70 = D + 100% + 125% ,80 =D +100% +133 %, 90 =D +100% +115% +133 % /2, 100 =D +100% +115%/2 +133 %, 110 =D +CommerclalLd(100 %) *• 13. Group = Load Combination Number + Load Pattem number. (For simple span, Load pattern = 1 for LL, 0 for DL). a* CO 0 ▪ N •:1- N f W O ° 1 O \ 1--1 \ , Q ■-1 ▪ CO CS) M X LC) fICI n F- N - OC CO >- > N v> . Ln '-7 d' Z CC m = -J 11 Ln cc W N W .--I ° J J V) F- r-1 V) ][ a < w o N Z PP = 3 O Z ,, W J J W W Z W O O ---' ' N O W Q U W LU m ¢ z N CC , Q C7 F- C7 CC CC O O 2 CO L.L. '7 Z w Q w N J 0- O Z W O J V = W Q Q W Cn ..4 LL_ u W w LL_ 3 d J Q 0 V) V) (n V) V) O In Cr) CO O Z N d d 0 m Z a C3 Q J W O Q u' = Z O U' • w O W v7 ,y O O O O O O O 0 CC W CC ¢ > (n \ O 0 LC) O Lc') 3- Q V 0 O O= • p) W Lc) .-1 W 00 0 W x w J CC CC V) \ •d' N P N = CO W d F- Z G V 01 J O_ O ° 0 F 01 < Q M • U CD ¢ o CIL Q O CO F- • O 0 Z 0 O 0 •-•-, < O \ O Q Z F- J CO F- Z. O I ' _I _J J J J W • --. _I CNJ = CO J V 0 Q Q 0 F. J J 0 O J 1- W' Q • qpi a F - x Q> W Q If L.L U U U U O 2 W •- N 2 V) N I- O O F- F CO CO F - o (/) 3 V) J \ Q J z CC Z ¢ V) C7 J J J Q CO - • 3 O m 0 Q Q N I 0- 2 3 0 Q W V O O 2 V) O_ W = 0 IR Q Ol �Y tJ J 01 W J O_ JJJJJJ i>-. J V) F Q F- .V. Q c Z OD CC o o F Q v M .--1 • ' b ..W i • W d O_ N O Z� III CO J d W V O O 3 J O> >- M W 0 O = 0'1 • El, cc: cn w ¢ N cc) \ z = < J' Y a H • •J -J 0 (no III x 7:6 eel 2 a N oam J I o:� ■ n Z F- Q C7 V) N V) CO N Z c) = co J C7 W O x � V C7 W W 3 W V) w LC) 111 ' .v— '•' p m z a' . O . O . Z . O W ,-- ■��.I 001 N F- 0 w Z J CO V) V) J LLJ 0 _J F— m x _ = W W N J < CO •- Z O F- 1--' V (/) 0 W • V = O z V) V) O W W CO J 0 _ J 0 c O W W O V) .••■••• K 3- V m W 2 Z W F - F - N < 0 H Q m , , c. 1 : 7 ' " : . - ' : c ! ! :: ! , _ ‘ - • D . - - -. V) < L N Q O f- t" (n _� O 1 1 U <m .......I.M• +') C m P ICI LL . .1111.■ U V) L L a m o • V ‘Zr O V) 1 . 1--1 •_■_. ,,. : : , , 7 . ! o cT u : ,_,L , L C ,:.. . ,' w :< _ , t . 1 , . . ,: , : c:_ , ii 4.-.) (0 (0 l0 Q ce W W W t} • J J ,- C1 r= O_ 0_ O I V ¢ PP •■__• v o O o x C7 W W M ,0 —I J >< . ° z ? ce W D - 0 0 In * - _ S " °' I , o N o 3 ° W O r1 • a s f 0 0 o o 111 o ..a ==z00oce 0< iin Q Z Z V f1:1 CO M V 1 .5 '' Q 111 r, N N M W w w m • J J ^ 3 d U p CC CL III `_ V �F . a N V) V) O O O CO I. i :�� •� J d N w ,. (3 i d' x z 8 ,..' >. N N N V) CC CO M x N r T H Pn w ' , w vv v Qm `' 3 O N O o v) O J J E E OD M Q .) 4., N, O O W J L L �� < G, U y 2 = 3 1---I W LL. I r W'A ,- V V V .--I Z F— • 0 I C C.7 x y PP m 2 F- W a 0 o a V J F- m (n F- m d k. PO co 0 _ N N h N L O ° I • M Ol r) = Lc) N.. o Lin O N - CC CO Y r . • .-1 .--1 i1) .- D d' Z CC m II Ln z W N w ,-I ,--1 0 Y w cp CC 5 CJ x Z W W Z Z LL f U LL F- 3 ■ 0 0 W N W < CC C.) W CC CC N CC CD 0 S C/7 LL "D N M LL U U U U N V) V) (1) C/) V) 0_ CL CL CL Cl Z LLJ M [] 2 N , O O O O O a O o O O CC ,ti W O O Ll) O LL) • =a J O OP - ,-1 U) ,--1 N N 2 0 V J V • Q W Q AM V) I- CL �� M • O CD O O O D Q Z '" .-y I- F- ' -J J J J J L.L ,-+ J J D D J U O = pi = m N F-- 1-1 U U U U U 0 S CL -� = - 3 F— f— CO CO I— V) J w W 2 LC) ~ N Z CD 3 O (I >- i� O Y w .--1 x • V > ti a CC CD 0 .-- Z o U./ LO \---'-\ 00 3 • lc .� ; �, V u4 O O J CC • F a a-1 r � L P a cn J F- k G "` a N 111 •• ► n k O w LO I' t N h-1.71 F 1F- V o n '' , C 2 W W kill: M�N �4NM�n N 3 Z E m O Mw N F- z F- III z o V) L ) V F M CO w N J III N W 2 We + o x o • M Q a 111 F— a 111 X N M M 1- o9 mo '- ■n. x • 111 Q . V) V) N LC/ CO C1 J W Z >< -. 2 O o a J ,- Cr) L a m - Z Q F N CJ a Z V m PP O CO 1--1 N L- LL m W J X N F m CL LC) O E Cl- 0 z "S Q III °)w -J CC • CO O Co w w _________ WW ti . a M O_ III 3 a CO Z X N = M w w 0 \ J = L.L. I = r- CD 111 3 rJ Q OJ • M N a X a Z Z a O / M LLN CV JoF r) III ~ °s _ Q W V M • z m � Hn i , N 2 C) .. c o o � r- J a C] M , • W - CO 0 3 - a r f o m N cc Li- 111 a mm� S wo��< IP = V) a_ /, LC) Lc) Q 2 2 W CC X cc - .-, C7 w M 4 Ln N N (") Z K n t--, vi 3G c 11 Nat = III . ° � Q N F- L S P In _ 1 p m v) N N Q O a . —a x III %..— _! 1 K I-- w p � .g = � W CO v c.. c AID > N N N F- 2 ., CV > H 1:14,..2 a J X X X Z W •v v a z a 't 3 ,Q o CJ M • N D C] Ln cn W J ='-=', Q a' m a O ' pp y.. n 00 W Me/11- 'I ==ti _ .-I 3 ' rn 2 2 3 C) C-. cn • • F y x ^' ow O 0_ F- 11 I L F- I ' Q C) m o o O W F m 2 Z 3- -J ' a CL • r � 0 4-, M N <- N g LL n O C' — - Q ' M O1 -) Lf) 10 11 ' in —I o .--1 ^ LC) O ~ N --+ CC CO > CC 11 co cc W N w — c cu CZ 2 2 Z , -- , w W Z w N u Li F 3 O O W w< CC () W CC CC V ' CC CC O O 2 V) LL '7 N Ol N LL LL LL LL LL PO ° O V) V) V) V) N CL a a d a Z M a g '"� 0 2 Ham' H O O O O O 0 0 o - z Q D O O LO O LC') ••71- O O O W LC) N MIP ~ II I V -1 V OD • a w Q o (r) F a I CO • O 3 O O O 'y l o Q Z • I- F , J J J J J W .--a 0) _ - ~ J O O J • • O O x " LL U O O () O 2 a c m ~� N H- 1— m m 1— O V) = 3 J r-1 CC W Z = r -{ W o 3 / III ..�_; — Y W ` N O t .. v O N d N ................... J o III o � .. .. LL Z O W DI LC) l0 .....: v. : . W C O to J X '.i.. R• en L0 CC CO CO J Q LC) .J N _ C:) IQ low a v) J F- '~ u• d k Q III / y - ei • CL O W •N.t.•.• 3 z CO c--1 M �, - � o 0 - z I- <t 111 M o n - O Ig Ln x LO W N / M X J N N LL = III killirll -FI t r r t t .7., ';'- i' il < 7, L' = o III OA III — a I/4 M d co V) cc, N to vl N �� J W Z _ d _ -. = O Q J > i_ ZQF III " ° "a Q Z r 0-1 • CO C m 2 •0 I- [1116000770 O CO E W J ` r-V Cr) Z m a M '' O E a • V) a _ J ¢ III CD w LO W w >< -- a III a CO Z >< N CC CC CO W W O J 2 W 0 C0 =1 N III 0 2 O `-" i LC) < O J Q N H / >< Z Z ¢ 1 / / C) - 111 °z ¢ W L) (0 < < V) 2 X = F- J ¢ p CO z o W -I CO O 3 ¢ z z° N a = w ..a III a m� w a O dI . / I ii ! 2 III X > z ( y a J X X X - Z .--. N 0:3 �I '8 Wt W v v V Z Q W. 0- 1-14=,< N 0 0 N W • --I G U G CC CC CO a a o d h 0 0 W Z v) F- x � a Q G C ib .) rT L) L) 3 I (mow 4. MO W W 0 a F - 11 F— W F— d U O O O w F- CO =z CC - - ; w i< M 0 cC i-, d N v IV F L n O ° NI co I v� r M Ol M Z us = 2; LO •--1 I\ LO O ,-r N CC 0 >- • .-I Ln '7 Z d' az II in Cr W N W ri p .-I r Y w CC C7 2 Z C3 W W Z Z LL m Li W I 3 0 0 W ° N W < CC L) W d' co N d' 0 0 = V) L.L. ) N N M ° W LL W L.L. LL N N N N V) v) y C1 C1 d d C1 2 M d E ti p O \ O O O O O 0 0 • • O 0 O (1' N W 0 0 LC) 0 0 1--I N .CY . in H 2 U J V H ■ W Q 0 N F- 0_ 0 M • V 0 0 0 O Q Z ' I F- i J -I J J J U._ L-■ - O 2 J J 0 O J U 0 Q plj a m ~ O LL O U L) Co) O 0 CL w 2 3 f f-- CO CO D (n J w Z w w D 3 = N 2 O CL Q 2 N c0 F IP ° Y W III o U^ U N �, p CO J ^ H 0 ' � <^ cC O o C C • • w Z o W •�.' � Zt 0 0 J • i � Q W 1 ° H __I x Cr s M O a• ' < N J N LC) �, - n 4'. Q i K N N Z ...1 c I ` • 0 a. =o w W III ■. ° ■ iN A • R��' o rZ. m LC) I , X 3M•..wM•• O .,. z Z H X I N Z O N M = O 2 '- U I— III it 0 W N ' d X J N O X N LL we w 104 III M I- ! I! ,._ ID _ .r ■�� LC) LO LC) M N N N N d _ Q J W = N d F Q J O- X L Z Q F.- N V E W J _ fm� M , \ . i III N o z a U Q • M d w J X O p Q LO W W M ti Z o._ d a ,2 111 M I: ° N X CO m WI w 0 M \ J 2 w 20 O I II O O d" �� M v 6 - O J Q N (', ) z z ¢ ^ / J 0I-- 111 1■ ° H Q w L) M ` + �` N 2 X , a ; ¢ J Q 0 M o ;' - tY 3 z z f z 0 6 4 0¢ 6 La CO O N °' L"'a III co w 6 1 . , O 0 N , 2 N �. ,I X LP o h • Q zo wc, ~ II M ° c v' CD w ^ H N c-■ CO z K k k k 0.1 Q 2 L LC) I d 7 v. 0 f d d a v 2 v .�-I ( � l •• • _ ) II I- �y N V) N ¢ O Q / 111 ■■� _ = w O^'.� a. 2 LaJ LL >< > CU 0 J X X X Z 7 vvv z ¢ 3 LT¢ fyi N O o N 0) W . 7i" � J C o ,,,;¢ • ¢ K CC CO CL d 0 X n o 0 Lai N H In ° I C G 5 2 2 3 I r m II F- W I - U 0 0 o w I- O] 2 Z ---1 a s CC PM • cc c , o Ls. Ln N < N z 0 W \ O , PIP II) 0 CL 0 L C) • '-� p 0 W 0 I n ----- \ Ln O V) (0) N . CC OJ >- W • rl ---1 'r' '-D d' 3 d' °' 0 J 11 Ln cc W N W .-1 0 J J N/- 1---4 V) PR a W J V) c0 W W Z L.L 0 m 0 0 I ' W I- 3 0 O W m Q z ~ V) W Q C [ O WC C Q O F- V' O_' 0 0 0 (n LL '0 Z W Q LLI N J_ O F W J V Z W FP G Q Q W o W LL L_ LL LL. 3 o J Q C:3 (J) (n in Ln (1) O N CO O 3 , CL d a d Z a 0 ¢ J W CO O W w V) p p 0 < 0 W 0 > V) \ W W 0 0 Ln O Ln .-1 W VP • oa O 0 J W x 0 W 0 0 N \ ,-i Ln (n = m w a F- z V J LT d 0 • Q CI I- 01 Q c C' a. F- Q O O F- M • V CJ v o O ozo o -^Q \ o¢ z F- F- -J CO Z= V CV J J _J J J LL J N Q Ln 0 = 0 l0 _J V O J rti J CO O _J F CC ¢ imp °' V-- x Q Y W Q W O U O Co) O 3 d Z N N= V) I- O Ca .0 3 -J V) J Q --.1 Z CO CO F N -J < CO 0 Q Z V) L, J J LW • 3 0 0 0 m Q Q V) r--1 0 0 Z F- W C > ra L.LI 0- = < 3 0 W V 0) >- ® O M V 2 W 0 I /wN� W 0 J 0) J d 0 $ � � V V) Q O) J V) O V = M o F- Q V) Q I II 44r ( J l0 d W V K 3 0'W, J M 0> Y W x••1100 Q V) V) Z Q U. ati )„ a V) J O o m c .7 N O '"I %Xis Y d. U) k L. Z V) I Q CO V) V) I � • , a C7 W W W 3 V) W ‘4`............0° • ��'• t Q m Z 0 C7 Z CD Z O W wa1 V F- Z O w ■-■ J - n O Ln_ W =I- m III _ = 0 W Z I W V J Q -- o 0--) V V) 111 V W • = 0 Z K V) •��- W U) 0 w CO m J 0 X I I _ V) > V) N w O O w O Lu M cc w K V m = Z W X — - O F - N Q F- Q� a a III co I. ∎Nel d- ,---, X 0 = (- a M X I d- 1--- ,_,- - `.7(' < o OM 'i∎ =■ r,o X m M I 0 4. Ili��• 0 o d X + M 3 n L N O < P. d. I- 1•u 0 0) a ti M N i I W 3 0 o N M O • N N = I 0) (n IMMIIIMIME I d L ^ V IV r0 Q Q I I CD W W W J __I d a' aa o w f L , ) l•�_. ¢ 0) 0 O - O ,-1 >< X w h.. M I N W " v> LO J _ >< a z z Li n_ 0 0 Ln Pie J-) M I! ■"• < ¢ . 1 X - ¢ N 0 r'1 • 0 p p x I 111 O N a m ,).wo .,� O L a II y M 'ism V ¢ Ln z z V T CO � I vZi- CV z N N M W W U.- III '"'1 ,---, m J J I � II �y ❑ CL F 0 0 0 = CC a Cl_ 0 = 3 F No1 V) co V) 0 O O >. CV (V N N 2 M X N n. > z Pw ' g - J X X X O W Ln . r6 H k. W vvv am -- (2,_ Ln o E ,� 0) c0 ¢ p D D v) J = E E it • J CU Q a cc m J O O t\ O! • 0 Q My.. O O 3 v Li Li I 4) > ) CT V V W F V i y L Olt O 0 - W O M 0 0 a V V Z J d U F- CO V) F- m C7, d CO iNg 0 N v N M LL N O o� I ■-■ L. ,.., Q .-I `n CO CS) M Li) t" "' Ln d' ,-1 o '--I ,--■ cc n LCD O ~ M N ,-i CC CO >- rf ri '7 d' Z CL' = II LC) 0 W N W 0 & CC 3 U r = Z W W Z LL M c.) W F 3 O' O W W < CL' U W CC CC Lc) = CC C> CD = V) L 'D v) N N o M LL LL W LL- LL N V) V) (./-) V) V) CL CL CL CL CL Z co O • 0 z < O O L) O Ln O O W -1 rl N N r_. • U J • W ¢ CO o N U CJ p C) Q Z r� N J J _J J J W I-+ Ol J O CD J U _ p H LL F d' Q z CO N LL. U U U U O 0 CL F— I— m m I— O V) w J cc W d H W O 0 V) Z t� rio CD f Y W V p ry H H •y cc z per_ ?,W i '114‘.942.4; . : 49 Q J III w a p W Y n � •r u co = W • V rb.N,uM ` " N 3 Z F ..:4- O X OP Vl ~ Z LC) Z O --- O — F- p I- v �� — n x LCC WI J 111 Ioi��I N W I-[ X li li M ` N 3 \ III 2 !' : ' 07_ `!- - ' : - ''' ; ! :- ': - J ! LC: N CL III � , � X III M PO PPP' C7 � M s_ _ - o i� y L L F III • . 411 d " C- o NI ■ C1 C m PO X = CPLL0 • N V) r ct N L. Q - _ CD O III d > iG�m. L . o I- ,I III , _ ' M a 7 CC 3 Cr) LL Z O / ° V Lo 3 III VI W p N Cr) 1. a F W N M _ f o Q \ III ° mm00wo0 -, < C] Cl . I Ln L ) W .>.' X 14 Q Z Z M 3 II ` a CO •--, III ► kc a U Q N L(l Lc) _ 1 I en N In to Z rI >< Ii 11t I d . 1 ~ w pen. N N N W M Ill N > 1--I 0. x7 t J X X X CO W V V C' 3 �. 'i.� ce o o N ~ n a0 • ___i CU o m S d' 'epy+: CD p W Z >•C H < a3 , S S 3 L(7 W E. �.•". • m n. H- O '� 'a (j 0 O I- CL CO • = • p o L f L_ N s N C) o I 0 N F- N \ ,--i \ Q ,--1 p PP _ M CS , z Ln CL 2 0 I n \ \ t0 0 ‘.1) M i CV ,-i CC CO >- m N �-- .- 'r' 7 d' Z 0 J 11 Ln z W N W r-,' o J J V) I- ,--i v) Y w' d Q W 0 VA 1- 3 • O Z CU d' 0 L7 W Cr) 0 2 Z > w H V r0 W W Z 0 LL CO 0 0 V LL I 3 • O 0 W c/7 Q C.7 Q C7 C V) 0! 0 0 2 N U CC CC Z W Q W J .-. 0 X W J V Z pi 3 3 O_ J Q C7 V) V) (.1) (I) V) V) • V) CO 0 Z 0_ CL C 0 0 Z 0_ CJ < J LU - l d m • = Z p 0 0 0 0 0 0 Q. CD W W Cr) p Q 0 C W C > V) W O O LC) O (.C) 0 W C Q V 0 0 0 • \< c--i ,--1 W pos .25 _J 0 W X W C CC N = m W O F- Z ■ 0 J V Ol 0_ 0 N \ < 0 1- 01 < V C7 o F- 0_ Q O CO • I-- '~ M v 0 0 0 Z 0 p 0 Q Z F- F- J m Z V J J J J J U._ --. J N Q V) 0 \ J 0 0 J O J weis 0 0 tO J V 0 J F - Q a F V F- x Q} W < O LL V U C0 V O 0 d Z N N S (/) F- 0 p v) J Q J 0 F- F- CO CO F- 0 V) J < CO p < J 0 V) V J J M H p 3 0 CO ¢ Q V) r--1 0 Z O I - W C > c-. W o_ Q 2 3 0 W V p > µ•. NINO Z V) O_ W 0 F- y O U W m J CPI J d I- CO C7 b f Q I- L.) ,0 ¢ . Z III O� ro 4 ? • A �y <9 CC CC J C . O S V C7 I . m ' •• Z V) O O F- ¢ ¢ r-1 LC FL O W O_ C N Z M w M J =» W O O Q V) Cr) z x ¢ • d' � l �rJ � �� J • J N O � • a ON cc . Cr) 0 F- Q (0 V) V) `U7 F 0 W ¢ ICI «•.. • W = J C7 p 0 • n� �0 U 3 CO 0 C 0 C Z U_ >< /�� X M.....**0 N 01 I: - N F0 0 F- O W .--, O � J p O N V) J W CM F- m = p W W V) Q = H V O w • p O Z LP 1h1, W V) V)O W 0]JO X cr J V) V) > D_ 0) x W 0 == CD W 0 V) d. MP W C C 7 CO 2 0 LO O F- F- - 111 _ a N Q F- Q X I_ : `` : : n:,,f M N a co V. a_ ,T, . 2 m a. PO L -= El V) CL) ----' s -' u, .., :I, Lu X _ M 0 L fa X = ��i i-) • _ W W N U 3 p O V LC) II N L 0 ,--• API* h CO CO - • I, 1 �. o .--• -> J-• x V ' II 01 V t0 t0 M I O Q U._ w W ^ } Pk o' o_ O_ _ _ ( p 0 0 L.) IR........ M V a O ,I >< 1 X W 0) 1=) II W n J O O - >< a z z ?I w .F., Ln ,ai m■ LP m z ti m \ x ' N O z o II I W O ti 0 M I 3 a w 0) O 3 a z f °o 0 0 • • O 0 = III o d mm ,wo� a 11 - L = z z V Ln '_ —�� X ti < Ln n d' M C)1 C v) N N CO W W w CU I--, at Q X `0 ? ¢ M ti J J I i 3 }� iq'C ` _ F- 6'A Q Cl. III _ N N V) 0 0 0 M III ' /iii � �. LL- `- LI-� �r.) ¢ 0 X X _J CL CU z 4.4 0 FP > N N N V) C O) CO ^ 0_ > .� J X X X p W cc N r0 H •0 W 7 M W v v v ¢ m ,- 3 2'T¢ x CO CO < CU 0 N p 0 N J = E E d 11 y ¢ C C CO v 0 0 L O . n O 0 W _J L L I�'`� O C • d Q m- r1 S S 3 V 1-1 U) W w I CD 4 . W t; 01 V V --1 4-) F- MO V 2.'...i m D_ F- w Z F- U O 0 0_ V V J • ..) F- CO V) F- m ¢ ' CL w RP oo . Q Ib N s IV I-.... O G _ CO Ol M z In z L1 r1 Ll') f-i n \ \ l0 Q M > N --' CC CO >- 0 II U) z W N W r-I CC `- C/1 Y ~ 2 Z p W W Z L U W < d' V Q CD LLI 0 N d' O O = V) Lx_ '7 N Z CO C' N LL LL LL 11 LL CO N V) CO CO Z M a 0- a. o. d y • �.., D O O O O O O C) Q O O N w 0 O L C) O LO N N ct r-1 Ll) V J • W < N F- C71 M • U CO O O Q Z v ry i__ J J J J _J LL r Cr) L ) CO V J z N 0 LL U U O L) 0 = 2 2 1 F m CO F- O V) w W J CO W O I N 0 V) a Q >- E ¢ l oH ri � 3 III ti�� I` cc Lo Z O r --1 6bO;W t2f c O i w F- h..... ct CT) Q V) J X ri J,'Y : } tV Ofels O W '�•'•...•••'•C \�� 111 LO .". R � V �� • - In ° O X N 3 x O CO 1- V F- C-) rh d W j 111 La 0 o 2 0 0 = 0 .., .., X _1 11 N W ,I P 1.11 X + O CO I ; : : : 1 : : ;7 ' -. E ' 2 : : ' II al M 1. 0 '-' N \ 0 OM .1 III _ III a „ m M / ,- — PO M — 1, _ ID a ..�.1 r) n. 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N3 z F° Zzz Z W zzz • •• W x .. °=.„,... a a. aa ,...1 41 a.a.a a �' Q Qa 0 c.d , - - p O 41 II F o P2 C0 C\2 0 C� '-' ' -" CV C\2 C'2 - z re pm 0 0 Ul W 0 d' Q ❑ U] G " 0 x ..�o .g z Z o 41 O O W W U 0] MM�o O O W a 6 r in Lo C� 0] d W m xx a xx —J ij UU " U U w0- 1!•• o 0 0 ZLL F w E••07 E-' a r r r is P PAGE / mate: 12/20/2002 MANNING BUILDING SUPPLY LOG #: B0917 TRUSS DIVISION JOB #: JACKSONVILLE salesman: JASON BRACKIN Pitch: 7/12 Customer: FASANELLI Job Name: SELVA MARINA HOUSE "Address: Address: LOT 22 HICKORY LANE ATLANTIC BEACH Designer: KEN Left Right Qty Span O.H. O.H. Description 2 12'10" 2' 0' Al 1 24'11" 2' 2' B1 1 24'11" 2' 2' B2 " 1 12'2" 2' 0' C1 1 12'2" 2' 0' C2 1 12'2" 2' 0' C3 p 1 24'3" 2' 0' D1 2 -PLY 1 24'3" 2' 0' D2 3 -PLY 4� ".�.,_,,,, 7 4'10" 2' 0' El ` 1 12'4" 2' 2' Fl Stitat .- PP 1 12'4" 2' 2' F2 1 12'4" 0' 0' F3 5 11'3" 0' 0' F4 e/* 1 11'3" 0' 0' F5 2 -PLY 2 13'8" 2' 2' G1 2 13'8" 2' 0' G2 2 -PLY ,,, 6 7' 2' 0' G3 1 15'2" 0' 0' H1 5 15'2" 0' 0' H2 1 17'2" 0' 0' I1 2 -PLY /11' 1 22'10" 0' 2' J1 2 -PLY 6 22'10" 0' 2' J2 1 36'6" 2' 0' Kl 2 -PLY '_' 1 36'6" 2' 0' K2 1 36'6" 2' 0' K3 2 36'6" 2' 0' K4 2 27' 0' 2' K5 2 27' 0' 2' K6 1 27' 0' 2' K7 1 36'6" 2' 0' K8 1 36'6" 2' 0' K9 1 36'6" 2' 0' K10 3 - PLY 2 4'2 "15 2'9 "15 0' 4'2 "15 H/J Al 41012 3' 2' 0' 3' E/J Al 4 1' 2' 0' 1' C/J Al 4 9'10 "1 2'9 "15 0' 9'10" H/J B,C,D1 19 6'11 "8 2' 0' 7' E/J B,C,D1 wit 8 4'11 "8 2' 0' 5' C/J B,C,D1 8 2'11 "8 2' 0' 3' C/J B,C,D1 8 11 "8 2' 0' 1' C/J B,C,D1 4114 PIP 1 9'10 "13 2'9 "15 0' 9'10 H/J K1 17 7' 2' 0' 7' E/J K1 ma , 2 5' 2' 0' 5' C/J K1 2 3' 2' 0' 3' C/J K1 4 1' 2' 0' 1' C/J K1,10 1 9'10 "13 2'9 "15 0' 9'10 TRAY H/J K10 00 7 7' 2' 0' 7' TRAY E/K K10 2 5' 2' 0' 5' TRAY C/J K10 2 3' 2' 0' 3' TRAY C/J K10 ** Hardware Roof ** 16 A HUS26 1 -ply Truss Hanger 1 C HGUS28 -2 2 -ply Truss Hanger 00 1 D HGUS28 -3 3 -ply Truss Hanger 73 - Trusses 18 - # of Hardware 0 - # of I -Joist 0 - Piggy's 103 - Jacks 0 - # of Beams 0 - # of Rim Board 176 - Total Trusses r 11 " tr" ZO AO N3I•16 01 D 1- .8.or 1-- .E.ST •8.0T 1 "-- • S R - C_) 0 TH (.0 0010 1 _ .141 Me — , r „ 1 Eik - 03 I EH o cm : Z iii MN 9 N -, N 0 11.1ffillAMIllh. t' ' , . = _J 1111 .390 1 X Z 11 t, ' 0 1---•f >- la J r I- __I IY ______ . N ,—, a_ _J 0 Cr LI CL 1 ' NW $' , Z U Cl_ • r ' co" co ER ,i' ' co N CE F-1 ----1 CJ0 = Z ME Er t 1 ,ed r. E cv W Nr"' i N. • • CN • • , III MOM•IIIIMIIIIMINERE ' 1111111111111A1 -I tr CY . CD Li I- LIJ , CO 0'90z --• N CO 01 111 iipra N • • I- •• I-I 0 000 - .. ci HHE L. Aill111111 Nodal * 111/ C0 co LI) -) U __J 0 -■ ' 1111111r - -- -- 1111E419 NMWAIMIMMIMI ill , , 6).1 ' rdli. Ps --- -- - 1 6)4 I , IN_ I 9>i LI1 u_ ill CO • CO ..............: . . ril 0 9)4 h giii , t _ M - -- -- - E II. MP e' .03 T11 in co co co I 111.1111 r -, --. m ..--, : - --, - Z- ID 2 2 2 N. ' NEE Ill ---1 --", • • CO N a) co co --' -a ---, I MO 0 11 II /I OEN = !Z two I•IIIIIIIP2•MM•MIMME WEN. LD F-- CI X X - X - - ao pir M I 1 819 SA JO S1381:1 01 ---. M hr . _J l r;■1 0111 I hb 11111 a_ it 11 11 Il 11 E T 1 OS MP = a�� ■vwV11111Z: "mangers - Plated Truss Produ Min. Fasteners Doug-Fir Larch/So. Pine Lo Model Allowable Loads Allowable ads 1),:' No. Heel Allowable Loads H •-• Carrying . Carried Uplift Floor Snow Const Uplift Floor Snow Const Member I Member lissf mnm HARDWARE SCHEDULE NM mo REACTIONS PLATE OR TRUSS OR MARK PRODUCT CODE FLOOR ROOF UPLIFT HEADER JOIST NOTES A HUS 26 2785 3325 1550 (14) 16d (6) 10d X 1.5 TRUSS B HUS 28 3380 3585 2000 (22) 16d (8) 10d X 1.5 TRUSS C HGUS 28 -2 6245 7810 2650 (36) 16d (20) 10d X 1.5 2 PLY TRUSS s D HGUS 28 -3 6245 7810 2650 (36) 16d (12) 16d X 1.5 3 PLY TRUSS E SUL /R 26 800 1000 765 (6) 16d (6) 10 d X 1.5 TRUSS F SUL /R 210 1330 1660 1250 (16) 16d (10) 10d X 1.5 TRUSS ""' G LSSU 210 960 1200 625 (10) 10d (7) 10d X 1.5 TRUSS H THJA 26 2190 2740 1340 (16) 16d (5) 10d +(7) 10d HIP JACK I THA 422 3630 4145 1550 (22) 16d (6) 10d X 1.5 SYS 42 J SUR /L 410 1860 2330 1275 (16) 16d (10) 16d SYS 42 K IUT 312 1360 1200 245 (14) 10d (2) 10d X 1.5 I- JOIST 0 L IUT 312 -2 1855 2320 905 (16) 16 (6) 10d DBL I -JOIST M MIT 316 2400 (12) 10d X 1.5 (2) 10d X 1.5 I -JOIST N SUR /L 310 1860 1785 720 (14) 16d (6) 10d X 1.5 I -JOIST 0 SUR/L 314 2395 1795 960 (18) 16d (8) 10d X 1.5 I -JOIST P LSSUH 310 1385 1050 990 (14) 16d Q HU 11 (12) 10d X 1.5 I -JOIST 2185 2270 920 (22) 16d (6) 10d X 1.5 1 PLY LVL R HGUS 48 5472 6840 5837 (36) 16d (24) 16 d 2 PLY LVL S HGUS 412 9535 11335 4780 (56) 16d (36) 16 d 2 PLY LVL T HGUS 412 L 8512 10640 8755 (56) 16d (36) 16 d 2 PLY LVL " U HGUS 412 R 8512 10640 8755 (56) 16d (36) 16 d 2 PLY LVL V HUC 412 6102 6801 3100 (56) 16d (36) 164 2 PLY LVL W HGUS 5.25/12 9535 11335 4780 (56) 16d (36) 16 d 3 PLY LVL X HGUS 7.25/12 9535 9665 4780 (56) 16d (36) 16 d 4 PLY LVL UL1 H16S NA NA 1600 (10) 10d (2) 10 d TRUSS UL2 H16 NA NA 1600 (10) 10d (2) 10 d TRUSS UL3 H16-2 NA NA 1600 (10) 10d (2) 10 d 2 PLY TRUSS UL4 MTS 12 NA NA 1000 (7)10d EA. SIDE NONE TRUSS ow UL5 HTS 20 NA NA 1450(10)10d EA. SIDE NONE 2 PLY TRUSS UL6 MSTA 36 1995 2135 (26) 10d TRUSS UL7 MGT NA NA 4200 (22) 10d PLUS UL8 UL8 PHD 5 NA NA 4500 14 SDS 1/4X3 ADD UL7 TBS 2 -24 (4) 10d X 1.5 TRUSS BRACING 12 BRITE COM r 1 -3/8 TRUSS NAIL 3/4 X 023 BANDIN SNAP ON SEALS P I Ali ri i A I 4 ■ / 'r r i A /WA V Y wr \ I IVA / r 1 ,i i r lit " / vi ■ In , at A v 1 r AIR 4 v 41 N = ■ mu ... v MI NI ii L ) ow \ V sp 11 11 „. . \ \ r Illtk I T , r / ,.. , ■, . , N \11, NMI \411MZ 4In II K g ... tit 1 4... AV PI 1 i ■ ir ■ ■ ■ Ii A ma' Ad P ",- i v Ille i i fo, ■ ' ' r m i ) 40144 / 1 ' 4 Kil fr it w a v. 1 0, ■ ir p ‘ I i I t i ro ,Ak 1 ; ga ,i All !" 1 , I II F ■,- i 1 11 1 III / VC I 1 gt f 0 0 'r ■ ,i wi If • V 8 • 7---46 Nj ■ • N • I N 8 • • 1 • I a 8 • • I 8t A I I l it OP k I k I , i ■ t NKr ,.. I 8` arc i • 44V \ • Pm N / \ 0. V , „.. 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O (7 LY Lo = m Q W N f W Z II N 0 Q O )V w - - O Z LO c, a .-. n O t\ J W ,-1 0) '-1 O rl N - W Vl ---.E ,-1 N O N CV > (n II ,-1 ,-1 ,-1 0 O= • W Z 0 \ \\ V =o 1�1 CY V _ II - CC CC V) 0 J �C X • . -) a N 1--1 CL F Z K 0 ) V in r0 CO 06 1-1 0_ 0 • W J X Q Q w < CO U_ W LL Lo • • F- CC 0 F •' 0 • J J J N N C] w Q = V 0 IIP = 0_ CL 0_ O O Z = V V) F- 0 _ • 2 Q N 0 N _J • 0 V V O 0 ,-1 0 J W J 0 N c- - - 0) V rl W Q O.' < V W 1 0 0 O. 3 N F- - Q J Z \ Q N (0 N 2 < 0 W J - _ c. J 0 O) 0 J J Z J _ ,_, CL 0 0 0 • Q< V) ■-, CO 0 V +-.) J..1 -0* n t0 O) W 3 Z • 0 v, x \ W V O X Q -i z,� ,--1 .-1 O w= 0 w O z o 0 < : 0) ,-I , --1 O a - o' 4 J C- F- F J W .- I a s • .° o a o a a 11 • W N T t0 r0 J V) •.-, W • m m m .n .., m , a V) • N N O Q= Z 0 _ _ S 0) ,~ '6 - 0 2 + (0 W C] J 0 C II T r0 r0 N < V) Z IS) PP = N • L.) Y -1- 0 0 0 Z Z O < O LV 0) V N O Z 0) T r0 r0 J J J cc 3 0_ L0 ,) Q Q 0) 0 C] >0 0) CO ,--, - qt , J J J (0 Zr H N CO W W W W Z 2 < W J \ y` 74-• �, 4k • U U U V) 0 F- -J C- 0_' 0_ CL CL C C C .-, J J 1- I 70 Q 0_ 0- 0_ = 0 0 0 V) N N L < .-. LJ •8- g x V) V) N CI V 0 O O O W Q CL' V CC 1- ))) 0 C LA v 0 O .-, CO w Z LL o MI Q V' O ••,1" V) 0 CO CO m V) LL I- W OU F--1 a Z 0 X X X C] W J J J (0 = 0_' 0_' M J N N N Q CO Z 0 W W 0 3 0 �.` W o f o *0) 0) .--4 ,.--, J >0 W Z J C U G V) O co V) J = E E E CO L0 N 0 F- CO O . 1 � rs CC 0] _J 0 0 0 CO N J < ,-, C] .Q-, I-• , Cl. Q Op y '" r..... O 0 w J L L L ,--, V v) Z F- y 0 7 5 2 2 3 Q Lo LL LL = O 2 W 0_' 0) L1.1.,-.3,,-; > o V ■ , , , , I Cl- 1 J , C -) 0) 0_ F - W W 0 V) W W F p, U 0 0 0 c.) V V (J V V 2 Z W LL1 0_' w J F- CO V) F- CO CO H 0) co F- < t>0 J V 0 CL (0 M O 4 CO N cO N L- 0 N O oM X .-1 ,r, Q ,--1 X rn 11 1U No N F \ \ LP O Q O M N - cc Ql Y > O J 3 It LC) z W N W m r-1 N o F- d cK u C7 ' ' • Z In W W Z W H- d O W - 3 0 0 W m y N O O = V) LL W' V J CO • V) Z M II N W O J W = ,-, P' Z • p J J I- U W Li LL- 1.i V U O¢¢ V) Ci) N V) N Z I- = > V CL d Cl- O- 0- __ Z W Q J CC J LC) O L. . z • •-. W CL 0 0 0 0 0 N . C01 ¢ m D • d o CC 3 ¢ z f Q W O N. O O ^ _ N e p o_ J J J CC U J W J ¢ w CL • 4 CO CL ¢ Z O CO • Q Z p Ol X 1- J 4 - I ,, f= W O J a 0- J J J J J W •--, n f- J 21 0 J • • U L • CC J F Q ' A = W '--' O O O W C.-) O U O O 0 d a N '-• N Vf W f F CO m I O (n Z ¢ \ Z CO ¢ J O O y LSI CV = • (7 • z w F ^ r - >- 0_ W ¢ CO Q I •� X cis Q V O •• �J z O w m 1•\ ,.� f w V f-- no � \� : � .‹.9 M O ,,,CV N D CO. : Q : 1y -- 1--- O O = CC O j o W CC CO 2 W CC p1 , U.. it • O. w Cr) 0 d V'. d �� i G V O J O Q (,7 O ^ L. Ih u, H W Z O U CC woo woo= o oo J C7 W w W Z F- w W ¢ O W o S Z CC III '� ` III - X '.. 11 Lc) M o P N N 0 a L d o -<—,,,,,,, <0—_- Ps O s- x o • V (v J O L V > O a o X CO v L P �� 1 III 1 (" m X 1 Ln , N C] a I- ® CO X CO .-i V I M E V L J CO m W W t` - _ 03 iI m O I- VI Z J CC •O- O w = a¢ _ _ O W W X . a „ a Il a F o 0 F- J CO Ln L17 M O O w O 0 .-1 PO O 0 Z '-' O I 0 r z z ¢ X W N .--.4 C Z N N CO W J W a5 p J l- O ¢ ._ a a ¢ O W K.1 V) V) N L CC ,--, Z O PoN m . r -. (a 1--•'1 1344 j X X X CC CC CC 3 V Q J N N N W O O CV p W > w W '"'L w V) O O V) O O_ Q ppy ��yy cc 0 CO O Q ›- J , = O 2 3 w CC w I- W �4. 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III 7 A ' - s 4 /! a • C V) x- 1� M O -1 M LI_ a_ x II / �j, a ' N r p 01 LL 11-M o Z O V) II -• +-' � U CL V N in i � , 3 CC w 3 Q G3 - 0 '; -I 3 m N a 3 d m Y O r- y o a _ O co _ CC J CO i III o • r VI cr F- X U a W V I-0 X O O Z V CO L N O W V V , 7 ' ''' ' := ' a - ,. ., 'L < 6 0 - : < 1 0 - < : Z 'H- - 4 ' ' = 2- CL t\ '� 4J w _ F N C7 a LO 5-7 Fii!! w w cJ OP J N Z m O w O a a w Z V) w o p V J I • a u • CC CC J 3 t 1 ,: 1 :ii i i i . , .: W W m a m F- w F F M •• O W O Z N 3 c J J = W [ Y AISL M X 3 m o x 0 $ A �_■ ) 7 0 X - V cc < Q Z 1 _£ =. N = a Lc) 11 O z t- z W I - N W X �° a LO F- J c.7 J V) w M 3`z z, _ L�1 3 W Z ,-. 2 7 ,_..1 O ■• a no m, w. _, ^ W p J Z CD J 0 PRO 0 t N Z - LP 3 O¢ e 'd O N 1,j) C,Z - . VD Z Z •• Cl- O CO -1 ¢ X w CO M L = N N M W J x W - J'I g -.J F- Lea 1 J I- pc� CC Q. C1 C1 ¢ 0 3 0 V) LJJ "8M ,N V) V) V) V cc a •-• F- 4) Z '^ .--, m cc x 5 w > O. - ¢ v V v 1- m V W o ro ' .V* > x x x cC CC ¢ CC Z r-I 3 = A N 0J N W 0 F- �. 1 J 7 w I- F- z J CJ o N 0 0 - ¢ 0 0 • o o w z v • . F- N > F 2 x 3 LLI :17.'! L: CC x CC .-L1 V WS Ot V V W .-1 W W V F- I- F- I L -. J J U m 3. a. F- W F- W n • _ O O W CC a W z w J F- CO J V •--' CO 0 d k” M ,, Q • . CO N 0 N N O O t� \ , a �I Ln PI LI) d •--I o E N ,••1 VI WI = a O Ln ----- \ N. 0 V Z N N ,-, CC Cr >- O .-, , --I . --I u> '7 d' Z Y J 3 W n LI') cc w N w r-4 m CD CV rn Y = r- - a = C7 ' MO u.1 o w .-I N = z z V) c0 w w = LL a ° Li I 3 ' O O W .0 C. 7 Ln GA .) W Q CC U W CC O_' = 03 V) U cr to CC 0 0 2 V) U_ r 3 N J M W O m II J V to • 0 w CO LP LL LL LL LL LL O V V d 0 ( Z F- V) V n (n (n (n N z W o w 1 'I a. • Z 2= V • CO \ O O O O O LC) O o "0 J CC 3 V) CO a = ui W O N- O O N- N OM oa a) a n. - � u o f n \N d LLJ ,n L z U Ce (n < 4 w J = = 11 \ • .— CC CO 0_ m m a III: - 3 M • U U O W 91 X 2 Q F I� \ C] Q Z ' . 91.111111111 W Z O O X rm. n J J J J J w I-• L ,n O \ J C] O J O PO o_ N w Lt, C m LIJ `.- I 0 v o-I v v v v o a Z ,r, N F- F CO Co F 0 N r O a F- x '--� X O •O Z Q W I- J J L1) (T 2 C a O •-, 2 r-1 N 1- 3 O C1 N = m N c7 c7 x n_ z II >- a 3 2 W F W Q K I- .w. = N O • O 0 0 U w p t c.) U U U CC F- Z C] 2 a V) w ��J (n M } - Q W W LL O :' f X O O O Z W J R (` ••• ••• ••�� -�C r-I w J . w W C7 J r-/ G/ = M. _ = W CL O Z 2 Q 6 • ' Z t ,--t N N 0 3 V) F O O O O ii•• W ,-, ,� F- IL 2 w III = Cr . s ,-� w c:,. W O O CO MI _ c, d () dU Ud m 0z • F- ' W I� '• M V O O o w V J X X �� . , `'� a W .. cn > • cc ° = in r) 7 J w w 3 3 3 2 a 0 w a V O V) •.• J 0 0 0 m Q F- N NS •..•. �i ', , U O cc K V 1 .:2 F- ti m f- : w m 0 • i N W hti.woN 3 r O GC W r-1 , - , rl LL ~ O l.L w m a d' co • 0 „ = 2 V) 3 2 O N a U Q U •• •• O .-� to CL v w Z E c o o a x x � O v ~ t ,. u) ° O zxx a° rLZ n xH w ° —, +> J= U V V W Q N W W CO a V) W S . m J J _ (4. F- m LLJ O 4- D U_ Q J two N Z a 0 0 w N Z N U Q c' FZ-, w < F- m 0 3 •-, •-, m `-- O 0 f2 III ' 11111 CO N 0 y CC) ) X 1 .- X 00 L N M a) - Mo C.) CT 7 � o N V) I-- N = - m i m i a " 1 i o \ W O -P - ■ J C] Z N N O O N F V) 11") r•-• W Z '--' U t-1 W L.7 CY Ill I MP Q w �LL N N Z Z ) )I CO r O O O O '-, X X - a 3 M O w - Ch (.n F- O Z 0 < . LO O L0 ,--I .-, U J W ... , (n N O IN w N J (l) W V) _ r-1 N N 0 O W Z 0 0 • ` • Y Y Y ■-■ H • cc CL F- Z M V m ,o m , • W 0_ 0 II .. a W >. a 1 " 1 CL w w L.L. L. - - 2 0 • F- ,--I l0 N • J _1 J N N n V o^ a Pw C cc 0_ d CL O O N Z= U 1 V a \iiil. O N J a 0 J O 03 V V a CT .• W J C I J I a • Li v ,-, cc a wa _ - w 0- 3 F- 0 O (V F- - Q _1 Z Q N CO N C I W 0 a 01 ) -+ z¢ - 0_ J 0 Cr O Z J J J C O LL i 0 Y Y +, 1` (0 0 3 W $ 4 = II �'^ Lo x wvo Co ��. V - - X r.' o Wx _ - N 4.2") r, , O +-, Y Y I J J CL F - X X - a •. z ¢ f ° o W N - CO N MI MI L.L J N .-, M N O acc 2 a . � n - ` e mm.n _ w o , - V) N • N N O O o Q= Z + + O m ,-, - o • TD 'O W O 2 V O O O II MS CO ro V) Z V) a N LO PP 2 • 0 -I- Y O N 0 0 0 0 a Z Z Ol L Z Z V 0 .O M J J CC 0_ 3 a a - X w w 0 0 I--i 0 Z N N CO U_ U.. U_ W • N • • N W J Z 2 a 0- 4k • J -J J U O U U O I- - N 0 Cl- 00.. cc cc LL 0. 0_ C • • O C J ,-' J CC V) U7 N O K R O C7 N a U N V 2 W Q d' CU LO - CO CI 0 I > a �J ON Q 0- l0 V V) M m -0303 - I- V) LL. Z ], X X X O ( H *8' W J N J J N 0' C7 c} T¢ J N N N a m O O W O 2 O W , 0_ W O 2 O • Ln 0) • > L.L. J '--, V N _I ' 7 o V) O C] V) _J O E E E CO CT m N .-1 O F- m ") 0 0 a' 0_' m J 0 0 0 •-1 CO N N O a J a >-• 0_ Q a R - = = 3 Q W J L L L_ 2 ....a (n >-• 0 E U Cr U- L.L Li- - - W CY O 0 Z F- W .q M. U U ' N N W 03 J 0 ,0., w L U 0 ■ , 0 F- I---, 0. CO 0_ I- W . W W O N J 6, V 0 0 0_ ' V U V V V V O) W K x Z W a - F- m 0) , F- m CO F- •-1 CO m J U F- a CC 0- L`" h 0 0 • N N O N I LL. i F N w r-I \ Q .-I p M CT (s) L) A' N W CT/ 0 d' r I N 2 n r--I F- o CC Q p /.A L1� \ \ O O F- V Z ,en. N i N .-• CC M Y O .--. , rl .-1 s '7 LO Z CC > J 3 ,� 0 Ln .r m 0, W r-i W rr ,_ r-I 'n Y Pi w CC Z N D O • 0 a. 0: W W Z 0 z w V W O I- 3 • O 0 W C7 1.0 I- N N w 2 W < CC V W O_' CC m 0 F - 0 • Q N v) U CC 0 0 = (i) LL ' cri Z F J CO J = _ • CO 11 b CC 2' 2 Z U J J F I O O Q 0- • 0 J I- M W W W W Li- W a_ CO V V J 2 2 F- 1- _ 3 = V) V) N V) N Z 1- Q O V O Q = A :0 O N O W 3 I- 1- m 2 �,, ( A d d d 2 d CO S Q O • Z = m N O CC E. - fl F- 3 Q ::::; Q N PP o a N I- - 3 m o_ J 0 z A O = Ce Cr 2 W a a Z r S n. W ¢ F M Y 1n Q I ■ X rr F F - m m I - O to Ce .0 V Q Z Q X J - CC X CC CC C Q - V r-1 m N O Lo rr N i W V) I- M _ L. w W /^�, m •-• ..r N 0 r-I 2 N N �-• T- d W . J - . 2 W CV r-! U Cn 1- �p f N O .. I L C' I O C'3 w 01 O * L�� U U U W Q Z 0 2 O_ N a • U (n M • T Z Q W •• W N r 2 X O O O Q W W J Y r0 Ii N _ —, J F W 4_ W J III CO �V l • N. Li L .-r N C V 2 V' I- V I- Q 0 ■ LC) L l �'; W 2 r-I V 0 W CC N N d' p N i CC " @ e) @ W 1•- CO 2 U rr rr W Z rr J : Y' !- v W ; a N •• N NCC -GC C) my III V) 7 � ' ... N N CC Z J W 3 3 3 Q p CO W CO O 0 rr N ct - J O O O Z rr .- � F - .--i Z L CV (j) CC CC CC 0 Q H N I I P (j) p Z W y _ _ Y 3 X O 0 • i of 3 r W r S ti N *-I •-• V) p 11 V N N V Q I- N d 0 M..•Wd• O J 3 Z O N O V V 0) O K •-r d U Q U .r O .--. t o a. J O O • N J 0 = _ E N p p Q c, 3 • m J In CD -. tr CC z V O O V O 0 i- C7 O O Z 2 • C7 X N 0 I- III W 0_ . Z ).0 Z r � -. 0 ( N 0 2 2 I- J a U V U Q w A II �� cr CO a J N W S J d' 0 W I ,-rk L a I CO 0_ 1 o I- o Q C./ Q W X . -. Q O O W W W N U W CC O rr W W M LOCO > L' - - CO Z F- m 3 M m 1-13C0 0301 m O < ■ PP N N III I. i� F LO z N H N U W O 0 Z J ■ _ o ~-. N N r Z W V w f $ O In c:3 a z z v m `� M c° ) '' p O N X CO 3 A ? Q V' CO ,, - O z F- e L O 0 - LC) O Li, l0 LO J W V O ,• L11 N O O 01 N W • V rill - N - W N J N CO O V O O) M V N LL C7 Q fl _ rr N N N O 0 • W Z W O II CC CC N p V --1 = • .a-+ - N 1 a O. 1- Z cc Q U 10 .0 10 t6 10 a_ 0 • W 2' J CO Q Q W 0 CO Q N • Z W W W W W W - 1- 0 0 0 CO 1 CV CC J J J J J D w Q = U O O 1111111V - A n a n a n Q n o N J ~ ~ N��vl:: 4F 2 T p V V 0 CO 0 0 J w J •• O LC) X 0- C LO v CO v w Q CC Q N v M V) w 0) F 0 0 �. 3 Z N (h I- Q J Z .-r 1 • n l0 Q el = Q 0 W -J J N r . • z X J l0 J J 0 J CC • d '- -r 01° N N 0_ 0 0 0 0 0 • Q Q V) m 0 0 - ¢ q _ 0 + a 4 1..+ a 4 O >. ' w 0 - 0_ 0 1r - 0 _ CO W O 0 X Q r-I e--1 rr O LO 0 W 0 0 W W - - - - 3 N ri rr O O O) •..• J CL I- F- J N W 3 a, z c f o o a u, _ W N m J N .--. W = n O ..,a m m ,, wo z < V) - • N N O 01 CO Q- Z O O r-1 A .0 N Q N Z n L O 2 Z 3 • -1-i -1-) N 1-+ 0 O Z 2 O )C O �— CF 01 U 0 0 • • V r0 .o io .a m J 0_' 3 0. . J - . 0 .. 0 Q N Q W O O X W CO N I-r Z N 4F CO • Li W L.L. W W • 0 2 < W J W y C • 4F 4F • a. a. 0. a_ 0. C J J J J J U 0 N 0 I- U J F - 0x 0 CC a_ = .r J J H 1 ' 4; "'' z N N O V V O co O V W Q 0: V O_' .-• F- N WI , c t. AAA N LO V CO V 0 0 .r CO CD W > z LL a o Q •V rr V V) CC C71 CO CO LL_ 1- 0 1 0 H W '�� X X X p W J C7 0 CC 0_' CC 2 J N N N Q CO 0 0 W W 0 _ a >:-.< w 0 0 n J > L,. W 0 1 �, C ) 0 N 0 0 0) J= E EE E Ell 0 1 m 0 0 N 0 0 0 J 0 0 0 0 0 0) J Q r O < .r CL Q 00y . n O O W J `-' L L L L L CO .-• U N Z- .= F- >_ _ •• :) rr = 0 3 Q 0 W LL Ll_ W 0 0 0 W 0 W U I- PP W'1 =• 0) U U i- m J 0 W - W I N X O 4_ 1- W . • . . • W 0 N Lt - J L. I- E. 0 m O O a_ U V V V V V 2 0 (0 w CC 0 W J a W 1- 0 N 1- m 0] m m m v- Q 2' J U .-r 0 d o + O N "o N M o M cr, M Ln = W . N 0 • I- ^ • N •-, a' M >- • v Z M r+ 4-I 1- D 0 Z d' O .-a LJ J z W W H >- J 3 0 Y a) i Z Z N T W W Z W W U W V- 3 ■ o 0 W N W < J U W d' CC F t. K 0 0 2 V) W ' m 0 • = J M CC1 II • U. 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U U C..) O 2 d r O CO Y 4 F- F- 1- CO CO I- 0 N 10 2 X J - CC 4 a C Q ,--) m V) O - V F- V) M c w W I- N p (, 7 (n C7 ti 2 N .-. C7 - . . d VJ 3 Z (- ,-i V 61 2 W ill - >_ mi. o N O • O O C7 W CT C7 I lt V • U U U 0_ I- Z O_ N Z 0 t`- �f'11 0 (") • • • ti • - W (n ti Q W / co—' M 3� X O O O Z W J Y W I O ] •��••, L ti N N 7 3 10 v) 1- 4 o I- O ■ .--1 6• �' y S ,c, iiii4 w O W 0 Y CO X O K .. e/ CO3--. C..) +-i W 2 ,--1 L. d .. C7 Z J ( 4 n 0^ �� r -I J O O O m O C7 r-+ w }} / �y • /.� yY� C7 W Q Z z cC - N w V W �J ••• ••, P \ p11 R � F w ,-1 ,- 0 U 0) V Q o O 0 vw....w.rr./"� v V) V F � O Cr Z O V) fl = 3 0 0 p V) 0 0 J a' CO 00M-J0 3 u') D_ 0 O V r-i • = 0 CD CD Q , CO O V . �i' �1 C7 O O O = cJ x .-1 C7 F- 2 X U o a Z z Z tl Al x o Q __ co W C -. cc W 2 J Ln m a 0- I- CO w 4 C7 Q L. 0 1- 0 ~ N Z H CO 3 0 W O' ,--I W W N V U) J z m m m cC .-y 3 m + LL - a O Q O rral S._ LO O N = m x O m �o Ln i- M J a C C7 K O z N $ `�'■ ^ O - 0 _ L') '-' z at C3 O Z X ?c w - - �. 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PP Z r w w iw ror a rF.n 6 ,,,, a. a E m � O m my r a u zw Z ¢u wui r pw x V,O Jxa 'E i J j z m r - 1 M w www R' O Z I.-. r -, ■ i� © sc o p q uus¢� C W ¢� m W ° t� zyava?OV 7,1 J g a y M� MI •• (n� jp�Di PM x v , ,, ',;5',, - J > wm » ct Lio‹ V V0- O f a • — ►� � a � x J J o " O "CV Ca r¢Nuvia:F.E4 .2g'oyat C7> 0 zuz,�apaarLa,�m❑ZV"-m0--ti 1 m C. a_ a^ rzaowzz«..)¢ f.,^ az vA i i MO aa w c ' a w °c aO t� 3N w>zr.a rtwrw rN E n ■ Nw P fp z :...mNr2 %Wmxaaa y O ►�� ► -- i w _ w o ,'��``,, a '40 a Qm �p o oya E. . a o 7„p Q . F. . O 0a " MM ._.a zS 0 a z u x . m a Z - so m° w q ► •• " Ez C'J F II s1 w PP 01 z o 0 `� 4 i d CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 Y � t �n C E R T I F I C A T E 0 41 .'w!'" i� r"#ea 1 � � �` - 'tea ' . P E R M A if r' p i t j Issue Date 3/19/04 Number 172020 l �" Property Address . . 1814 HIC`- * �� ATLANTIC Subdivision Name ' a� f Legal Description . . ; Property Zoning . . . TO BE UPl xz " Owner FASANELLI BIO Contractor FASANELLI DEVELOPMENT CO 904 614 -1999 Application number . . 03- 00025668 000 000 Description of Work . SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . Flood Zone Approved Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: f ) () L Contractor Name: HS C rld / / Permit #: 0 3 y-' Property Address: / ! L 1- 41'C-160'1j C , Legal Description: � &JD k (9a , j? L V 4 1 (t /' Improvements to the above - described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: (1 Resident - Commercial - Other: Lowest Floor Elevation: 1 6, L 1 S Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. Public Works 3 / 7- 3 v / Planning Dept. Building Dept. • L 0 Final Survey with FFE Yes No All Re- Inspect Fees Paid Yes No r 1-°t - 1-1) ,,,.. ;V' t`) 1S , CITY OF ATLANTIC BEACH %' 800 SEMINOLE ROAD ;.., 7 ask, Tr ; a. r l w; ATLANTIC BEACH, FLORIDA 32233 d INSPECTION PHONE LINE 247 -5826 Application Number 04- 00028440 Date 6/09/04 Property Address 1814 HICKORY LN Tenant nbr, name 80 SF KIDS PLAYHOUSE Application description . . RESIDENTIAL ADD /RENOVATE /ALTER Property Zoning TO BE UPDATED Application valuation . . . 2000 Owner Contractor PETIT, MARGI FASANELLI DEVELOPMENT CO 712 SHIPWATCH DR E ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 (904) 571 -9821 (904) 614 -1999 Permit BUILDING PERMIT Additional desc . Permit Fee . . 40.00 Plan Check Fee 20.00 Issue Date . . . . Valuation . . . . 2000 Fee summary Charged Paid Credited Due Permit Fee Total 40.00 40.00 .00 .00 Plan Check Total 20.00 20.00 .00 .00 Grand Total 60.00 60.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING ES. C I. leilkA4, BUILDING OFFICIAL sr�P.1 4 CITY OF ATLANTIC BEACH D. Ford d I to BUILDING / ZONING DEPARTMENT _ ' * _ 800 Seminole Road IIo J * N Atlantic Beach, Florida 32233 (904) 247 -5800 as T' (904) 247 -5845 Fax PLAN REVIEW COMMENTS Permit Application # 09 ` 01 6 Li L'( 0 Property Address: 1 te a 1 "! ) -1°i C , (,aor'1, r `..e Applicant: R4 `�(A�V � �.•�t A- ','1!`- Project: So t6ct E`* otAi ko This pe it application has been: Approved Reviewed and the following items need attention: Please re- submit your application when these items have been completed. Reviewed By: ( Date: t f r--% / A A ., CITY OF ATL NTIC BEACH t41, t BUILDING PERMIT APPLICATION 7 (New / Residential & Commercial) x Date: 6/7/0 Job Address: /8/1-/ G/( 02 Y "frac -- Owner's Name: �,Q-�t / (er i rr Address: //y / 4. y L4../4- Phone: S 7/ y 82 ) Legal Description: Block Number: Lot Number: 2 Zoning District: Contractor: /�,� 41, -) 'LL% Ptcvc20itic•vs' CO, State License Number: C6-0 © ,3 t-/23 1 Address:. /2 i / Gtr t fi / . 9 - X . A 3 2.22../ Phone: /4/"/ City: State: Pl Zip ! Fax: 2 73- OOo 3 Describe proposed use and work to be done: e; 'Ds / LA yAeous 4F B (9 0 - - 5 : a- -' c raA ro 8e= 6 V /i-T ,,,) Y .n J e sjrrilial, , c- /20m#0., o . Present use of land or building(s): ,QESi pov �,;� Valuation of proposed construction: OO 7 Is approval of Homeowner's Association or other private entity required? /VQ If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material or the removal of any trees? (] NO. Applicant certifies that no change in site grade or fill material 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. �O. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as aanrooriate. Incomplete applications may result in delay in issuance of permit. 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 -5826. 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-onstruction topographical survey or grading plan is required (If not required, written verification 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 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, 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 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • hftp://www.ciatlantic-beach.fLus Poop 7 Rwvivp.r 1 kid JUN - 19 - 02 WED 03:08 PM FAX NO. 3 P, 01 4 • 4 c.71 \ y w 11 +1 '' IJr'f �1'1 1;74 • 1 � -r- 1 ::~ ill r . 1 „ , of .1 p= ,.t,.r C..A i' ;; , � ,. L A A . I _ U:::3 P ' - FI R ' p 1•, ;.•u L Y 4 1•c , lti yl -- In ' }' •• �'�� • `J 1: 11 'r �� I r'y nV �! x ; "'1 1 -- 1 _51 r4 ...r _—. l L... _ -.. y / . “ N ;I I _ -, :,-.: -∎ ,• •.::, i. .. u..'•YI -Fry i� iu is y y� .g f.' �� • r') 1, Il x Jr..r F-1 /, • .1 1 I Yn II 01 N .1. 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ROY 13RAND) W1 L_ 1)G _____,.,,...._•.•___ -_ .- S 11\161, 1) •I1,p W1 TI 1 S 11 )E . 1 �f . . 1 (..S [N W(.1f]1) 1' RAMP: WI 1 11UM1'1=f: 1'1 If. SI 11.11 1) ((I1j 1 W1NCO (1 J s i ) � � L f dn. __..,,, , ..._.• rinx - -• -- -___ , __.__.,.. ____ „ „_�„ ./I I /1• MINIMUM CMDLDnCN► I' tints 4' r1Ax ._ ... - 4' MAX , ;1' MAX- - - 'I MAX - -4' IIAx / I " MA's. , I:14 a' Mnx 3' MAX. »• - % ba IAx '•:1' MAX ' MAX-- ,�c� CS Ell I,I1118(J (I mAg 11 NIX MAX • 1? 1 n r, I''' iif1X Inv nr 11011R ti l• 11 ,I /U. { % TO t fW LUCK 1 OH I LLJS KvlR 1 tic Anon 1. /WW1, C60 si;nlrs ` 11 I KAnOn1.1 M1OC1. nip r.'i.'' x 61' 1 ',' MAX MAX Til.11 i I /�' (Jl' :. A _.,_. 1'..,,_ _ _,..,_ -- . _ -_v. - _— -.,. _, — 01) I /ICS' i ''.., ,•� MAX ,o KvlgirT 1DCKS(1 n (:i' MAX \ II1 IAIl 1C Lr i 1 t' NI mow. 1. 100 11VW('' I1HIIIM 5 'a 17a' MAX .. I11; • • 1 SAX ” Nnx' (.: ° r in c ' link _. 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RESIDENTIAL ADD /RENOVATE /ALTER Property Zoning TO BE UPDATED Application valuation . . . 2000 Owner Contractor PETIT, MARGI FASANELLI DEVELOPMENT CO 712 SHIPWATCH DR E ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 (904) 571 -9821 (904) 614 -1999 Permit ELECTRICAL PERMIT Additional desc . Sub Contractor . BROOKS & LIMBAUGH ELECTRIC Permit Fee . . . 70.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 70.00 70.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 70.00 70.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CFI'Y OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING C ES gh..„ ( w Iglikk,4,,, BUILDING OFFICIAL LA # , 4, .. CITY OF ATLANTIC BEACH - r ELECTRICAL PERMIT APPLICATION Date: 6 Property Address: /q /41(1.-40/ (hU. & Owner: /22fiI/J 17L' Telephone #: Contractor:T[0E6 dia (i14 acetic '`/Z Telephone #:9 D5/ Contractor Address: (a RA S} Fax #: 9W e '70J In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: O Trailer Service: If other construction is O New 0 Residence ❑ Temp. 0 New being done on this building ❑ Old ❑ Commercial 0 Signs ❑ Increase Or site, list the building O Re -wire ❑ Addition P n b� „ � Sq. Ft. ❑ Repair � '� n "I V Conductor Size: AMPS: COPPER ❑ ALUMINUM 0 Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service to RACE g ip Size AMPS PH / W ( 1 VOLT D WAY ■ Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED • OPEN 0 in AMPS 31 100 AMPS Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P. RATING CEILING KW -HEAT Conditioning COMP. MOTOR OTHER MOTORS AMPS HEAT Motors 0 -1 H.P. VOLTAGE PH I NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon Transf. Ea. Sign Miscellaneous hi' /C ?( pi4i 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us MAP SHOWING SURVEY OF. . LOT 22, SELVA MARINA UNIT NO. 12 -C REPLAT AS RECORDED IN PLAT BOOK 37, PAGE 29 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA LOT 23 � � I I �� N89'35'07 "E 83.24' /7 ' �s,° ‘' 0 J 1 7 O 1 4 J e 0 9 + 9-10)3`&, * 17" LAUREL OAK "+ 18" LAURE OAK Q c.:4, 15" LAUREL OAK k k Q� G cl ) �CO 70 7 lP 017" MAGNOLIA 9" LAUREL OAK •`' O k 7 ' 7 . ? 0 7 * � 1 21" LAUREL OAK � > B LOT 10 18" LAUREL OAK N , 17" LAUREL OAK v i l ) �, - O 10" BLACK WALNUT ,I. 0 x 7S 7? • 0 •0 ,. 23" LAUREL OAK O LJ 8" LAUREL OAK j� 12" LAUREL OAK 2 a L ' 73B X 73 6 (0 30" L IVE OAK 8" LAUREL OAK Q (6 N Z 1 LIVE OAK Y . ,7 , ° o 0 ' a m O '�, O' W J (1 ) CL 73 21 LIVE OAK O 9" LIVE OAK •• �/ O 0 6 4 ) 8" LAUREL OAK ir LOT 9 "J 7 13" LAUREL OAK O 7 *e LOT 21 ?.3 10" LAUREL OAK 0 LAUREL OAK 8" 7 . 0 8" LAUREL OAK . 730 '3s 1 0 X ' 1 1 . .../1111.11111111\ zI) kil q\ 0o �m )44 c Z. o ca to1 - ca ¢ i A. !Oct) UN Z 4 0�► ? t . li■ ..■ AL 1,1 c.-- C c c > Z 0 CO GI V Oi < f (`, iv „ C7 m \Jl p mma1 ^P-- m p E. 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D � [2 Z Z g 0 3 Q 2 * . -i • .I Qz v .,Z-►'— -+ -< a -agr r: 4 D --1 0� S ° ov a g , 0� �7t� r rn - ZO woo WA �� n ° c pZ v? o +. aoa o I ;p -m Z - per 3 ...CGO$ m= to O t z Q. Y -! m Z [ = ` N ° v' - = 3 c ' , n ° o o- > F = D. 0 t = - 2 3 o 0 - 0 rn C `U o w() Z� -i o�°c - m .. D m 73 =C �Z 0> �r 0(l �AANG W .. 70 cn PE i Z .. __ rn N O - rn ro \ t\> • r \ 11 �J N 01 ' —r CITY OF ATLANTIC BEACH ; • s:41 BUILDING / ZONING DEPARTMENT i•.in�s �.a S11 „' ` 800 Seminole Road ' • 5 r Atlantic Beach, Florida 32233 (904) 247 -5800 (904) 247 -5845 Fax PLAN REVIEW. COMMENTS Permit Application # O'1 - (32 L i Q Property Address: ` 6 1 LI H-1 C R O t Applicant: t3� �� - � Project: E30 F4- P 1. (i Li t ' This permit application has been: a/ A PP roved El Reviewed and the following items need attention: Please re- submit your/ pplication w en these items have been completed. Reviewed By: �c�c Date: 1 L * D J - 1> '-/ . } rs, N CITY OF ATLANTIC BEACH �i BUILDING PERMIT APPLICATION f � 1 (New / Residential & Commercial) / Date: 6/7/ p/` /6/ Job Address: 4/, G/✓'C7/ y C,... Esc Owner's Name: /14-4 G / V 61 rT Address: i s ` L � //I c c c y ZA✓4- Phone: S 7) 82 J Legal Description: Block Number: Lot Number: Z Zoning District: Contractor: P,AS0-A✓EG� / 1/tr`�/e2, Sri e.v_, Ccc.D, State License Number: C 6r 03 Z Address: 7/2 4i �w -:*4 Gar Dti �' . ,T4) . ,. 3 2-22-,1 Phone: (' ./ `7 City: State: PI, Zip 22 LS Fax: 2 7 3- C)< ) 3 Describe proposed use and work to be done: /6 'Ds /" 1..4 y,y ,a, 6 - 0 ,0-,c - ; , v,,, ri.,, (� tae �U /L T ink f3r4G - p 1 St ..�e� ',.,- �20. 4,, ,) . Present use of land or building(s): l E -5/ j,)o✓Ti i-� ,.. Valuation of proposed construction: f4 4700 Is approval of Homeowner's Association or other private entity required? / If yes, please submit with this application. - Will this project involve changes in elevation, site grade or any use of fill material or the removal of any trees? JNO. Applicant certifies that no change in site grade or fill material 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. aNO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 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 -5826. 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 or grading plan is required. (1f not required, written verification 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 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, 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 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 - ht tp: //www.cLatlantic- beach.fl.us Pao. 7 Q.....�.1 rind In addition to construction and engineering detail, plans must contain the following 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 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. If required by the Department of Public Works, a pre - construction topographical survey. 4. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. 5. Impervious Surface area calculations. Include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept., Planning Dept., Public Works and Public Utilities. I hereby certify that all information provided with this application is correct. Signature of Owner: •, J 4 a . 1 Date: 6 I hereby certify that I hay • 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 will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit 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: 1/7 �/ / Address and contact information of person to receive all correspondence regarding this application (please print). Name: /3 / © /�- s/7✓G L / Mailing Address: / Phone: (/ 7 _ / '2 91 2' Fax: 223 - 0c 3 E -Mail: AS TO OWNER: J �' �/ Sworn to and subscribed before me this / da y of k_ G'- -- '1'i -- --- , 20 � T. State of Florida, County of Duval ;' ey! :r_ SUSAN L BEST ■ Notary's Si atur _ - -:..,.- % Y _ i �•, MY COMMISSION # DD 120188 J t itt �: r o EXPIRES: June 18, 2006 , . Bonded Um I Er known ❑ Produced identification Type of identification produced AS TO CONTRACTOR Sworn to and subscribed before me this day of 1,C-11--e....-/' , 2 0 C ' . State of Florida, County of Duval , .4v. , = SUSAN L BEST Notary's Signal. c <=�f' _ c 4k :.1 MY COMMISSION # DD 120188 ;. '_! . EXPIRES: June 18, 2006 Personall known ,� p f,�e�. Bonded rnru riomry Public una�w,;iers ❑ Produced identification Type of identification produced 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us PS MP R..., :o A I Ina 1 DVS 30 -1nD ._s _ ] \V1 .� eJ 0 >0IH GNoa - -. !ti, " J \..D �� 1 � 1, / , ,, �g r 2 4 is P� c N }off 4} q S o o Y O DO N bt C) — 45.). ,..-_,Iit ,...1); .._.1 O 1 ° Y -' J 0 0 0 i O f-, % Z — >- J o f Q O ' m ,_. O f•1 z C O/ W . . - te r}' .. 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O G CeW VI } 3Q z ou_ ° o 0 U nO CC a_mz Z W Q —_ < __ _ Qa x x x Y - s , e v v v v - Y- Y- Y -X -X- -- X- X- X X X 'X X ' -X -X • 0 - ;'? s 6V'SL t 1 M „9Z,617.00 N (n rn (01313 L M - 6C,LS.00 N) N O 1 " 2 N I- I 1- O O J J 1.9 30Vd '9C Ni008 iVld 8 - t lINf VNIdVV4 Vi r I•: L`l,y ,� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j . , ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 Application Number 04- 00027786 Date 3/17/04 Property Address 1814 HICKORY LN Tenant nbr, name POOL ENCLOSURE Application description . . RESIDENTIAL ADD /RENOVATE /ALTER Property Zoning TO BE UPDATED Application valuation . . . 22430 Owner Contractor FASANELLI, FABIO TROPICAL ENCLOSURES INC. 926 N. 9TH AVENUE ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 614 -1999 (904) 241 -2298 Permit BUILDING PERMIT Additional desc . Permit Fee . . . 145.00 Plan Check Fee . . 72.50 Issue Date . . . Valuation . . . . 22430 Fee summary Charged Paid Credited Due Permit Fee Total 145.00 145.00 .00 .00 Plan Check Total 72.50 72.50 .00 .00 Grand Total 217.50 217.50 .00 .00 • BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS CH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. g‘iii 4 1km (i .c. 1 • 1 BUILDING OFFICIAL 01 CITY OF ATLANTIC BEACH D cc J 1 t BUILDING / ZONING DEPARTMENT D. Ford � " 800 Seminole Road . Do - 3 ,s-) " Atlantic Beach, Florida 32233 (904) 247-5800 P E-1:)13 l) : (904) 247 -5845 Fax PLAN REVIEW COMMENTS Permit Application # c4- 27 7 P C-, i .0. Property Address: I j I Lii- H ( CI'Lo 2 Applicant: LJ2 t\L P ( C 'C - t1 C--L c SCYEZ...ES Project: Yo•L C-- LOSUIZE This permit application has been: Approved ie a re - i'ollowi ng items need attention: t) r A ) 2.k c.- ,---) - 1 - T j 1 l der 1 - $ Please re- submit your application when these items have been completed. Reviewed By: 4-1--- Date: .2 /Z-‘ l et - J CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (ALTERATIONS /ADDITIONS) • I6 � / / j) Date; Job Address: / F/ ��ekOR L r? . ig'MQM U-f�(� /33/I , ems), 33 Owner of Property: /Q . .9zt.e.r G/ Address: /(W L9/ G/ll Telephone: Legal Description. Block Number: Lot Number: ��%�� 2e_ Zoning District: Contractor: /`�40[.`P�! �.� /�'�? t� a State tcense Number: �. ?C 2 $ 3 Contractor's Address: J Z Ae".h ` , l Telephone: e5 2e9, ' _ Fax: 2-4/7-522V/ Describe proposed use and work to be done: J`� -..C.eys E" Present use of land or building(s): 1 o ( � � St VZ e Valuation of proposed construction: X17.10. CS What are the dimensions of the added space: feet x feet Will the added area be heated and cooled? New electrical or increase in service? New plumbing fixtures? New fireplace? New heating/air conditioning? Is approval of Homeowner's Association or other private entity required? ^ If yes, please submit with this application. • Will t is project involve changes in elevation, site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or fill material 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. j Zi NO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 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 -5826. 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 or grading plan is required. (If not required, written verification 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 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, 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 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Telephone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.tl.us Page 1 Revised 1/14/03 In addition to construction and engineering detail, plans must contain the following 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. I. Current survey showing the property boundary with bearings 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. If required by the Department of Public Works, a pre - construction topographical survey. 4. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this application is correct. Signature of owne 4_� / 2-7//6/0/ Date: I hereby certify that 1 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 will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit 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 Cont �, / � j 0 Date: /� Address and contact information of person to receive all correspondence regarding this application (please print). Name: ‘ b AV lb " \YRN1 Mailing Address: Telephone: 2 2_2 4 3 g Fax: - E- Mail: ° ---- -- AS TO OWNER: /- Sworn to and subscribed before me this /6 day of-- _J� <-" , 20C -) State of Florida, County of Duval • r -NNNNNNtrNNSNtINMtI ROY ROCKHOLD Notary's Signature: 's m l ' h 1 Com DD012115 +. �t . a Expires 5/27/2008 a� y = ( Personally known s Bonded thru (800)432-4254 y 'ofrt °, °� Florida Notary Assn.. Inc El Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this /6 day of 20 State of Florida, County of Duval ROY ROCKHOLD Notary's Signature: „ - i o n ,Br p Comm# DD0121151 • _ Expires 5/27/2008 = Bonded thti Personally known : + " n,. � F` e (800)432 -4254 �no" Florida Notary Assn., Inc ❑ Produced identification Type of identification produced 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Telephone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Page 2 Revised 1/14/03 0'-''. �f CITY OF ATLANTIC BEACH c° J ors � ' /6114 , BUILDING / ZONING DEPARTMENT il �''' 800 Seminole Road Doerr -. F Atlantic Beach, Florida 32233 (904) 247 -5800 "L,;! .% (904) 247 -5845 Fax PLAN REVIEW COMMENTS Permit Application # 0 (4- - Z7 7 a ( cam° Property Address: 1 S 1 T 1 CKC)(R . Applicant: TIC c pi Gp L— -t.1.,C t OS(.) Project: v- Pao L. E.,t-J C1—C) L P... . This permit application has been: Approved 0 Reviewed and the following items need attention: Please re- submit yiAr application when these items have been completed. Reviewed Byev ? . G A� Date: Q al- '.)--7 d C---r gs , ; CITY OF ATLANTIC BEACH r , BUILDING PERMIT APPLICATION (ALTERATIONS /ADDITIONS) , 1a161,4.6.., Date: 2- 27"- (3 Y‘ Job Address: / f , '7 // Ake kon Li?. J4'lIQ.h 1('O &A. 4), 33 • Owner of Property: -, /el - .9 Address: //W Lee,/ 24 Telephone: Legal Description. Block Number: Lot Number: Z Zoning District: Contractor: . �� /,/cii a - 5tate tcense Number: l ' .l�C'C1 S7:3� Contractor's Address: AI 2. �144..., A O. Ar Telephone: e Z,&9�' 2-V2-92V/ r , Fax: Describe proposed use and work to be done: ' lt1 S e,_ Present use of land or building(s): cpc [ /7s rts.V1 e b oa Valuation of proposed construction: 1(Z7�3D What are the dimensions of the added space feet x 4,0 feet Will the added area be heated and cooled? New electrical or increase in service? ____' New plumbing fixtures? New fireplace? New heating/air conditioning? Is approval of Homeowner's Association or other private entity required? ^ If yes, please submit with this application. Will t is project involve changes in elevation, site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or fill material 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. Xi NO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 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 -5826. 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 or grading plan is required. (If not required, written verification 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 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, 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 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Telephone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Page I Revised 1/14/03 A In addition to construction and engineering detail, plans must contain the following 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 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. If required by the Department of Public Works, a pre - construction topographical survey. 4. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this application is correct. Signature of owns a —4.4`,, i � / - ' / ,{4 Date: y /fb 1 hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and governing this r ordinances h g type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit 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 Cont . Q__-- n ,/l 40 V Date: A Address and contact information of person to receive all correspondence regarding this application (please print). ` Name: �AV 1b \ M 1� NI Mailing Address: Telephone: 2 ( - 2218 Fax: °-- E -Mail: °------ - ----r AS TO OWNER: //__ Sworn to and subscribed before me this /e0 day of , 200 tj'. State of Florida, County of Duval . r 0 .12c. .. 3 NHMNNH ROY ROClGHO a Notary's Signature: � , ��y"�r'"o c �� " a,� Comm# DD0 14115 7 tgai Expires 6/27/2004 s . ,,` Bonded thru (800)432 -42548 x Personally known • y " „ gai,o Florida No tary Assn., Inc ❑ Produced identification • s Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this /6 day of j) , 200/ . State of Florida, County of Duval i s” ROY ROCKHOLD Notary's Signature: _ o , �,pXVp'' 3 C omm #DD0121151 ;v Expires 5/27/2004 Al Bonded tnru (800)432 -4254 Personally known Florida Notary Assn., Inc ❑ Produced identification Type of identification produced 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Telephone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.il.us Page 2 Revised 1/14/03 , . . ` ilui,deal SHd44U cd Ate. 2072 Mayport Rd. _ ciTY _ of __- Atlantic Bch., FL 32233 TL�N _'=�'�H BUILDING & CONING . FEB 262004 3D VIEW BY: Z �' Cage Master 2000 CopyRipht 1991 -1999 Wigan Software Corp. Englewood, Florida 02 -24 -2004 Customer : PETIT is3 /4/062-y LA" FILE COEP MAR 10 FILE COPY , ,tss ,,�� . .� fi' Vy,v 0.1 , A PrA vor, A X 11► •- �,47;104w‘ 11111%_....wi,didor, 11111L res_ Taiiiii , __,,,, yr-40:4,.....,-401 1110‘ Asr,400.1■_':_...4111r-,--ftwee111 __:11,_ li 11 i'1 1 1I _„0..._.__ moo- � t Am � Al0 , ► Imo" . �D I, 0 1 i v 1 1 +* Va l 0 1 \ 41e11.1.16111 \ ‘ ko . ov / A I % ,/ N11111 1 _, V \ ____--------------- 153 LIL ;AN ROAD BEST PALM BEACH, FLORIDA 33411E S E A L SFl4j DRAWIM VALID F.'R ONE J08 Phone: ;EE I j I.L.t —S'.o1 P.E. No: 16315 u7 . 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ROOF WIND BRACE PLAN 0 NO BRACE 3" x3" x . 125 PLATE REQ. VIEW CABLE BRACE TOPE BOTTOM ON �, I ,■M ,■.' , ■■■ REQ. FOR WALLS OUTSIDE OF I x2 t I 1'� LONGER THA 2x2 CORNER I " x 3" x 7" x .125 �� 1 6' -O" FASTEN w/ (4) # 12 ANGLE w/ (9) # I 2 x ELEV. ELEV. ELEV. ELEV. GABLE STYLE TEK SCREWS TEK SCREWS L -SHAPE OF HOUSE ROOF BEAM SAME AS /2 2" x 2" x FRAME TO POS MANSARD . 125 ANGLE INLINE POST .W. ROOF PURLIN POST SEE TOP E 2 "x2" WIND BRACE ---.0" I TABLE BOTTOM w/ w �j a 1 t_ (8) #12x3/" ■■■ w I.iRlrA ._I-I_I-I_I` I ,�� - _ TE K SCRE / NO WIND BRACE L w ULM_ 1 LTLE REQ. CABLE BRACE REQ. FOR -1 oL fi - - - i km % RETURN WALL EXTENDS _ I X2 ON EACH SIDE OF 2x2 CORN U CABLE BRACE POST w/ (5) #10 x 2" S MIN. 3/2 x ELEV. FURTHER THAN 1 -O ". PLATE WIND BRACING DETAILS 2x2 SCREEN CHANNEL ALLOWED FOR TE DOORJAMBS * PURLINS K - BRACE PLATE n 2 "x 2" 1 " x2 "x I "x.050 2x2 TOP (2) #10 x 3" S.M.S. THRU. U -CLIP w/ (G) #10 PERIMETER SNAP PERIMETER 2 x 2 INTO 2 x 2 SCREW PERIMETER x s /8" TEKS SCREWS OR CAN BE USED CHANNEL fl GROVES f NOT — l CH, 1 'x 2" x 1" x .050 U-CLIP 2" x 2" 1 x 2 PERIMETER NEEDED ATT, -- 4Ci PURIJN SNAP MATES w/ 2 I— 1" x 2" SCREEN `ANGLE OR x 2 PERIMETER r P( CHAN. ATTATCHED V FLAT SNAP x FROM POST :'� PURLINS TO SIDE WALLS OF SELF - INTERNALLY WITH 2" x 2" x . 1 25 ALT. PERIMETER MATING BEAM w/ (2) #1 0 x 2" S.M.S. (2) # I 0 x 2" ANGLE CUP WITH CONNECTION EACH 1/2 OF BEAM INTO INTERNAL S.M.S. *#10x2" (4) #12 x 3 / " TEKS SAME FASTENER SCREW GROOVES OR 2 x 2 x .125" # 1 C 5.M.5. 24" O.C. POST CONNECTION A 5 ALONG PERIMETER. ANGLE CUP w/ (4) # I 0 x 5 /B' TEK SIDE WALL PERIMETER CONNECTION SCREWS THRU SCREWS EACH SIDE OF BEAM SC I x2 TO 2x2 I'URUN TO BEAM CONNECTIONS /a"0 BOLT THRU ROOF BEAM TO 2x2 1 x 2 SCREEN CHANNEL w/ /a x 2" WIND BRACE OR /a 0 LAG FROM , LAGS OR #12 x 2" TEKS 24" O.C. WIND BRACE INTO /2 ROOF BEAM MAX. 2 x 2 x. 125" ANGLE ■ MAJOR CARRY -BEAM TO BE ONE SIZE LARGER CUP EACH SIDE OF 2 "x2" TER BEAM w/ (2) #12 x 3 /a" 11. � -; TOP THAN TRIBUTARY TEK SCREWS E (I) PERIMETER SUPPORT BEAM #12 x 24" TEK TO MAJOR CARRY -BEAM • 2x ROOF U- CHANNEL 2" x.050 �� `M BEAM ,..0 2 "x2" SCREE x BEAM SIZE SPA II 7" * SMALLER CHANNEL AS �� ATTACHED TO WALL .�! BEAM SIZE USE WIND BRACE "'� w/ (3) %" x 3" e ... (9) #I4 TEK imp TAPCONS OR # 14x 3 11 All /4 "0 BOLT FROM 2x2 WIND BRACE TO • TEKS TO METAL e' SCREWS BOX 2x2 WALL PERIMETER OR 44"0 LAG SUPPORT E (4) FROM WIND BRACE INTO /2 OF 2x2 # I SCREWS WALL PERIMETER POST INTO O DE BEAM 4 O TRIBUTARY SUPPORT ► WIND BRACE CONNECTION DETAIL BEAM CARRY - BEAM TO BEAM CONNECTION 2 "x2 "x. 125 ANGLE ON 2 "x PCST ADD 2/nd ANGLE ON FLOOR EACH SIDE OF POST w/ 2 "x4" POST OR GREATER 2x POST (2) #10 x 5/a" TEK SCREWS SUPPORTING A BEAM 1 SCREEN A. /a x 2/2" DRIVE PIN w/ A MINIMUM PENETRATION OF 2 INCHES. 2" CHANNEL w/ (2) %x3 %" TAPCONS B, / 4 x 34" TAPCON w/ A MINIMUM PENETRATION OF 2 INCHES. MIN. #10 x 2" S.M.S. OR T -BOLT ONE C. % x 34" T - BOLT w/ A MINIMUM PENETRATION OF 2 INCHES. EDGE ADD 2 /nd ANGLE ON @ EACH POST • • OFFSET FLOOR. 2 "x4" POST SIDE * 24" O.C. O O O • TYPICAL , OR GREATER. • ALONG 1x2 c II SUPPORTING A BEAM • . SCREEN •• M� — — le1� CHANNEL I i i /11111 . PAVER -" i — /a "xG" TAPCONS ORT -BOLT '• ONE @EACH r MASONRY z : V L ..„, 1 x2 SCREEN CHANNEL POST SIDE E 24" 0.C. ALONG t DETAILS N ,! 1 TYPICAL BASE PLATE & POST CONNECTION MASONRY FASTENERS Y r 151GN CR11FICA11ON ALUMINUM SCREEN ROC 2001 FLORIDA BUILD! /¢ PLAN EFPEC1 Project Address: / Q l ,' C 6tz Permit No: Project Description: C, .car..E TAE Occupancy /Use Type: SFD, MULTIFAMILY, COMMERCIAL, INDUSTRIAL- DESCRIBE FN Design Parameters Minimum Soil Bearing Capacity: 2500 PSI Pl SI Slab Concrete Strength to be 2500 PSI Stair Live Load: First Floor Live Load: Dead Load: Partition Loads: srx • 2.y Second Floor Live Load: Dead Load: Partition Loads: 3.k Roof Truss TC Live Load: TC Dead Load: BC Live Load: BC Dead Load: Wind Loads 2 °) Code Edition Used: 2001 FBC OR ASCE 7 -98 S Exposure Category: (B or C or Tested) B� 10 p.s.f./ 18 p.s.f. C =10 p.s.f. / 26 p.s.f. 1 2 .. x Building Designed as: Enclosed: Partially Enclosed: Open: 2 ' u Mean Roof Height: 5 30 Ft. ( Greater than 8o n mu= use ASCE 7.98) Importance Factor: 0.77 Basic Wind Speed: 140 (3 second oust) Basic Velocity Pressure: EXP. -B- 10 p.s.f. ( Beam) 18 p.s.f. ( Walls) 2 x Internal Pressure Coefficient: ( It ASCE 7 )8 analytk al proceedure Is used) S.M EXP. -C- 10 p •s.f. (Beam ) Total Roof Dead Load: 2.0 ( Used to determine uplifts) 26 p.s.f. ( Walls ) Reviewed for Shearwall Requirements? YES V NO If No, Reason: 2..x S.M Impact Protection Required? YES NO V If No, Reason: SCREEN Actual positive and negative pressures for each window, door ect, are to be labeled on the plans. ' Commercial and multi- family flat roofs require uplifts by zone indicated on the plans for decking and finish. 2 ° xt S.M 1 certify that I have designed the structure associated with this form to comply with the applicable structural portions of the Florida Building Code as adopted and enforced by all Counties Planning, Zoning & Building Departments, Building Division. I also certify that the structural components, systems, and related elements 2 °x1 S.M. provide adequate resistance to wind Toads and forces specified by the current Code provisions. Name: N. Khanal License No.: 16515 SPECIFICA 1. SHEET METAL 2. ALUMINUM FA 3. BEAM ALLOY 1 CHANNELS ALL( 4. MINIMUN THIC 5. CONCRETE TO 8. T- BOLTS, TAP 7. ALL EXTRUSiq INSTALLED TON Tnis DRAWING DOCUMENT Ls The sore SPLINE GROOVE PROPERTY OF NAGENDRA KfANAL t DAVID SUTTON. WRITTEN CONSENT Is NEEDED TO S. STRUCTURES L RE- PRODUCE ALL OR PART Of ITS CONTENTS DESIGNED IN A/ 0 2002 NAGeNDRA F.ZIANAL DAVID SUTTON ( F.B.C.) FOR 14 "REEN ROOF & WALL DETAILS EXISTING ANGLED s° R EVISIONS OR PLUMB FACIA 8 0 9 RIDA BUILDING CODE SECTION 2002 ANGLED OR FLAT F 0 - 5 MA 27,2002 2x2x. 125 ANGLE EACH BOX BEAM D E 0 1 JUNE 25,2002 PLAN EFFECTIVE MARCH 1, 2002 SIDE OF BEAM w/ (3) # 2 o ,` a 1 2 TEK SCREWS t (1) OA m a 2 . AUG. 9, 2002 /4 x 3 /z" LAG INTO FACIA i i Q NOV. 2, 2002 I "x3 " /z" '62 ANGLE CUP w/ 3 0 INLINE POST ( #10x TEK 1111 °� °� 8 TABLE ANGLED OR FLAT 2x2 SCREEN CHANNEL SCREWS ROOF BOX BEAM PER N I x2 SCREEN CHANNEL W/ /a x 8 a3 3/4" FASTENED w/ (2) # I O x 34" LAG OR #12x3 /z" TEK AT to 2 24" O.C. MAX. (TYPICAL) ce L K -BRACE 2" S.M.S. FROM • • I • WITHIN ROOF BEAM OR BEAM TO FACIA DETAIL I p w o n USE 2x2 PERIMETER < O. I / x 3" L AG (2) IN EACH O z 00 M 7 ME — — I SNAP CHAN. I (3) # 1 2 TEK BRACING o• L L • • • 1 • I x2 SCREEN CHANNEL :•�i II SCREWS �.,, �� I t o = .. 2X2 �� FASTENED w/ (2) # I 0 x • A x 3" LAGS 24" O.C. * �,\ g 5 N CHAIRRAIL • • • J 2" S.M.S. FROM (4) # 12 / O `� o WITHIN POST C # I 0 x 2 " TEI S EACH i� \`� '0 ; 3 c z S.M.S. 24" O.C. ALONG °" � o a PERIMETER OR USE 1 • I 2" x 2" x . 125 BRACING '� M \ )- t \ \ T__ SNAP CHAN. ANGLE CLIP w/ (2) i 1 im 10 0 # 1 0x /a" TEK 1 7" x .125 /z j NOTCH ROOF BOX BEAM SCREWS EACH � 3 " x 7" x . 125 TO OVERLAP POST FOR 1 § to w/ (9)) #12 PLATE w/ (9) #12 THRU -BOLT CONNECTION �/- POST SCREWS 2" x 2" x .12 BEARING WALL PERIMETER CONNECTION ANGLE SHIM ETAIL ANGLE (1) ON • EXISTING MASONRY OR STUD WALL EACH SIDE OF I "x5 "x6 "x. 125 BEAM w/ (3) #12 x ANGLE BRACING CHAIRRAIL 2" x 2" x . 125 3 /4" TEK SCREWS 4 CUP @ EACH ,IRRAIL ACHED ATTACHED TO ANGLE (I) ON (I) %" x 2 /z L AG BEAM OR SUPER POST EACH SIDE OF BOX ` OR # 14 x 2" TEK @ GUTTER BRACKET O )ST lO INTERNALLY w/ BEAM w! (3) BEAM INTERNALLY 1 EACH ANGLE SIDE D MIN. • • I �� BEAM AND (2) /a F T MIN. OF (2) # 10 # 12 x 3 /4" TEK 0 11 W INTO GUTTER 4 24" O.C. THEREAFTER 4 x.050 x 2" S.M.S. SCREWS 4 (1) 0 Al BEAM & EXTRUDED or SUPER GUTTER N I d M )X � IMO SCREW C O R p � DETAIL � g 0 , w/ (4) GROOVES TAPCON OR 0 2x2 PURUN # 14 x 2" TEK s 2X2 CHAIRRAIL T -BOLT TO p ANGLED OR SCREW 24" O.C. TEK P05T CHAIRRAIL TO POST DETAILS MASONRY X FLAT REUF WALL USE /a x FOR STUD WALL ADD 1 x2x. 1 25 ANGLE UNDER 1x2 Z 3 /Z" LAG FOR BOX BEAM STUD WALL BETWEEN BEAMS ATTACH TO STUD FRAMING w/ % x 2' z" ' � ' (ANGLE OR FLAT) LAGS E # 12 x %" TEKS 24" O.C. TO 1x2 ALSO ADD ANOTHER 2x2x. 125 ANGLE EACH END TO BOX BEAM 2x2 PURLIN 1 ( 9) # 14 x 3 /a TEK SCREWS BEAM TO MASONRY or STUD WALL EXTR• • • • EACH SIDE OF BEAM. I x2 OR 2x2 FASTENED TO PURLIN INTERNALLY OR • NOTE: USE (10) # 14 x 3/4 w/ MIN. (2) # 10x2" OR 3" S OR U -CUP SUPER TEK SCREWS EACH SIDE OF I x2x 1x.050 w/ (4) # 1 0x /e TEKS. GUTTER .. �' + +4- + + 8 X BEAM GREATER THAN PURLIN TO EXTRUDED or SUPER GUTTER DETAIL � '� . . � (I) 10x3" S.M.S. I) . 125" ALUM. PLATE EACH POST USE . 125 ALUM. @ 24" O.C. HALF OF BEAM LENGTHS PLATE ON EACH HALF (5) # 14 x 3 /a" FROM TABLE BOX BEAM INSIDE TEK5 EACH 6" STITCH LAP BEAMS w/ (2) /4 "x 4 , I • HALF OF BOX (I) #8 x / S.M.S. @ LAGS OR BEAM BEAM SPLICE PLATE 24" O.C. TOP 4 I ►� BOTTOM /a" x POST 2 "x2" 1 2 x 4 x. 125" SIZE, SCREEN �` ` ANGLE w/ (4) LTS ►�� --„Ii 412 x 3/4" @ �_ � i�� " � �� ' CHAN. •► x 2" LAGS TO „ •, HALF OF BEAM OD i i ...../ __ 2 "w /(2) #12x3 /a "TEK THRU -BO SCREWS EACH SIDE •' " • FACIA EACH 2x2x6x. 125" ■ ANGLE (4) # 1 2x /a" TEKS 2 I/2 HOUSE GUTTER BEAM DETAIL TRANSOM PANEL DETAIL • I PURIM PUR DRAWN BY CONTINOUS ) ( MONOLITHIC 1 SLAB ON GRADE POST OR PILE TYPE FOOTING DAVID SUTTON C J A NGLED OR STRIP TYPE SLAB w/ FOOTER CHECKED BY: 3 ", 4" OR FOOTER I FLAT I x2x I " U - CLIP w/ 6" POST SCALE STIFFENER ( # I Ox 5 / TEKS AS NOTED ' �— - - -- -- - - - - -- @ 2 ' - ■ DATE. 1 v • ± ABOVE e• / PROJECT: •r ■ FOOTING " A ►��/ 6x6 10 /I O WIRE MESH OR GRADS w/ � p- ••• • •V� • 444 L 0" 8" NO WIRE MESH WHEN FIBERCRETE 15 USED. (2) 9 / x BOLT 4 _ �� ` �► • (I) #5 ROD (I) #5 ROD NOTE: NO FOOTER EACH WAY N 2x2 ALONG Joey CONTINUOUS CONTINUOUS REQUIRED ON ROOF AREAS THRU _y_ GUTTER , SHEET N O.: 400 SQ. FT. OR LESS POST . e • • 3 /8 x 1 LAGS 24" O NE a .. O.C. MASONRY DETAILS (1) 45 ROD OR ANCHOR BOND 1' - 0" HOUSE GUTTER PURLIN DETAIL E0 2 Sheets r • REVISIONS fOr (USING' COM COMPLIANCE MAY 27,2002 IF & WALL SPECIFICATIONS AUG. 9' 2002 NG CODE SECTION 2002 NOV. 2, 2002 we atm 1,2002 • ► ILE 1 Post lengths and Spacing for Screen WALLS /OA c z • . r 120 M.P.H. Wind Zone: INCREASE T . HE SPACING OR e _ 1E HEIGHT OF WALLS BY 28 PERCENT. TABLE 2 97e OF TRIBUTARY BEAM TO CARRY 3 % I BEAM( CARRY BEAM TO BE ONE SIZE 0 D MAX WALL MAX POST MAX POST � � ^ ST GREATER THAN TRIBUTARY BEAM.) tiw p '"`,§ 'o SPACING HEIGHT HEIGHT MAJOR �- 2x7" 2x � m2 ' S ' - ZE EXP. " B " EXP. " C " BEAM S.M.B. 8.M.B. S.M.B. S.M.B. 6-:ip ; 1 `. ai 1$ i 2 "x.045 7 FT. 0 IN. 7 FT. 5 IN. 8 FT. 1 IN. LENGTH .MB .072 .082 � a r ,1 op 8 FT. GIN. 8 FT. 10 IN. 5 FT. 7 IN. 10'0" 15' 7" 17' 11" 21' 10" 24' 0" t� ; F 0 ' A "x.046 5 FT. 0 IN. 11 FT. 6 IN. 9 FT. 4IN. 12' 0" 14' 2" 16' 4" 20' 1" 21' 11" 1! 9 1.8. 6 FT. 0 IN. 10 FT. 8 IN. 8 FT. 7 IN. 14' 0" 13' 2" 15' 1 " 18' 7" 20' 4" 7 FT. 0 IN. 9 FT. 6IN. 7 FT. 10 IN. 8 FT. 0 IN. 9 FT. 0 IN. 7 FT. 4IN. 16' 0" 12' 3" 14' 2" 17' 5" 19' 0" ds'x.060 4 FT. 0 IN. 15 FT. 91N. 12 FT. 11 IN. 18' 0" 11' 7" 13' 4" 18' 5" 17' 11" A.B. 6 FT. 0 IN. 14 FT. 2 IN. 11 FT. 7 IN. 8 FT. 0 IN. 12 FT. 10 IN. 10 FT. 6IN. 20' 0" 11' 0" 12' 8" 15' 7" 17' 0" 7FT. O IN. 11 FT. 10 IN. 9 FT. 8 IN. 0 8 FT. 0 IN. 11 FT. 3 IN. 9 FT. 3 IN. 22' 0" 10' 6" 12' 1" 14' 10" 16' 2" 6"x.060 4 FT. 01N. 19 FT. 8IN. 16 FT. 2 IN. 24' 0" 10' 0" 11' 6" 14' 3" 15' 8" " I I' I.B. 5 FT. 0 IN. 17 FT. 9 IN. 14 FT. 7 IN. ' 8 FT. O IN. 16 FT. 3 IN. 13 FT. 51N. 7 FT. 0 IN. 15 FT. 0 IN. 12 FT. 3 IN. TABLE 3 SPAN TABLE FOR SCREENED ROOF (FLAT ROOF) 8 FT. 0 IN. 14 FT. 0 IN. 11 FT. 8 IN. BOX BEAMS ( SELF MATING BEAMS ) 7'x066 4 FT. 0 IN. 23 FT. 0 MI. 18 FT. 10 IN. BEAM 2x3" 2x4" 2x6" 2x9" 2x7" 22d" 2x9" 2x10'' I.B. 5 FT. 0 IN. 21 FT. 0 IN. 17 FT. 2 IN. SIZE SNAP S.M.B. S.M.B. S.M.B. B.M.B. S.M.B. B.M.B. S.M.B. 8 FT. 0 IN. 19 FT. 1 IN. 16 FT. 8IN. .046 .046 .060 .065 . 065 .072 .082 .062 7 FT. 0 IN. 17 FT. 8IN. 14 FT. 81N. 4'O" O.C. 13' 0" 16' 3" 20' 0" 22' 7" 28' 0" 35' 0" 39' 4" 45' 10" 8 FT. 0 IN. 16 FT. 6 IN. 13 FT. 6 IN. 4'6" O.C. 12' 2" 15' 7" 19' 3" 21' 7" 26' 6" 33' 8" 37' 10" 44' 1" 8"x.072 4 FT. 0 IN. 27 FT. 6 IN. 22 FT. 6 IN. bb" O 11' S" 16' 0" 18' 8" 20' 7" 25' 0" 32' 4" 36 42' S" .B. 6 FT. 0 IN. 24 FT. 8IN. 20 FT. 2 IN. • 6 FT. 0 IN. 22 FT. 6 IN. 18 FT. 5 IN. 5'6" O.C. 10' 9" 14' 10" 18' 0" 19' 9" 24' 0" 31' 3" 35' 7" 41' 9" ' C► 2 7 FT. 0 IN. 21 FT. 2 IN. 17 FT. 4 IN. 8 FT. 0 IN. 19 FT. 7 IN. 18 FT. 0 IN. 6'0" O.C. 10' 0" 14' 3" 17' 6" 19' 0" 23' 0" 30' 2" 33' 10" 40' 0" 15 M rx.082 4 FT. 0 IN. 28 FT. 10 IN. 23 FT. 7 IN. 6'6" O.C. 9' 5" 13' 10" 16' 9" 18' b" 22' 2" 29' 3" 32' 7" 39' 0" .9. 5 FT. 0 IN. 27 FT. 7 IN. 22 FT. 7 IN• 7b" O.C. 8' 10" 13' 8" 18' O" 1T 9" 21' 4" 28' 4" 31' 4" 3T 11" a LL 6 FT. 0 IN. 26 FT. 4IN. 20 FT. 9 IN. 7 FT. 0 IN. 23 FT. 81N. 19 FT. 4IN. 7'8" O.C. 8' 7" 13' 0" 15' 8" 17' 4" 20' 9" 27' 8" 30' 7" 38' 9" co U 8 FT. 0 IN. 21 FT. 9 IN. 17 FT. 10 IN. 2 m 8'0" O.C. 5'3" 12' 7" 15•0" 18' 10" 20' 4" 27' 1" 29' 9" 35' 8" N 10 "x.092 4 FT. 0 IN. 35 FT. 6 IN. 29 FT. 1 IN. 16- 0 B. 6 FT. 0 IN. 33 FT. 1 IN. 27 FT. 1 IN. N 6 FT. 0 IN. 31 FT. 1 IN. 26 FT. 6 IN. 7 FT. 0 IN. 29 FT. 7 IN. 24 FT. 3IN. FOR HALF MANSARD & GABLE ROOF STYLE MULTIPLY THE Q 8 FT. 0 IN. 28 FT. 4IN. 23 FT. 2 IN. ABOVE TABLE VALUE BY 1.10 FOR FULL MANSARD ROOF STYLE MULTIPLY THE ABOVE TIONS TABLE VALUE BY 1.20 � ALF MANSARD �„ / lll SCREWS SHALL BE PLATED OR STAINLESS p#CKEDdY: STENERS SHALL BE OF ALLOY 2024.74 immommim∎ --■=1.1 '�p FULL SHALL BE 8083 -T8 POST, PURLIN8, ANGLES, AND I-I_ MAN DDATE: IY SHALL BE 6063 -T5 / _ ` MANSARD 7 KNEW OF THE ALLOYS SHALL BE 0.040 INCHES. BE 2500 P.S.I. CONS, LAGS, SCREWS, TEKS SHALL BE 24" O.C. • ,� N8 MAY ACCEPT EITHER FLAT OR ROUND SPLINE. OLD 18114 OR 20120 SCREEN INTO EXTRUDED "OsT a#ETNo,: L STRUCTURE O DETAILED AND BUI DING WERE I - - TWO 1' CORDANCE WITH H THE THE FLORIDA FLRIA BUILDING CODE _ __ I of 2 sneeb 1 M.P.H. WIND ZONE. f CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD i t , ,, h ,. * -, ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 Application Number 04- 00027905 Date 3/15/04 Property Address 1814 HICKORY LN Tenant nbr, name 3/4 IRRIG.METER Application description . . IRRIGATION /SPRINKLER Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor FASANELLI, FABIO OWNER ATLANTIC BEACH FL 32233 (904) 614 -1999 Permit PLUMBING PERMIT Additional desc . Permit Fee . . . .00 Plan Check Fee . . .00 Issue Date . . . 3/15/04 Valuation . . . . 0 Expiration Date . 9/11/04 Other Fees CAPITAL IMPROVEMENT 325.00 WATER CONNECT /TAP & METER 525.00 WATER CROSS CONNECTION 35.00 Fee summary Charged Paid Credited Due Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 885.00 885.00 .00 .00 Grand Total 885.00 885.00 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT I3F PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE T'O COMPLY WITH TH E CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF TI IIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. B UI DING OFFICIAL �, , CITY OFATLANTIC BEACH "� -' J` 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 -5445 TELEPHONE: (904) 247 -5800 FAX: (904) 247 -5805 a c R SUNCOM: 852-5800 6 ° http: / /ci.atlantic- beach.fl.us Date: 3//5/0 /B/ �7lG oyY ZIO, )4T . / 322 3 r? Dear Property Owner: The costs to connect your building to the City sewer and/or water system are as follows: 3/4 ,, 1 ,, Sewer Tap — Labor and materials to tap into sewer main $ Water Tap — Labor and materials to tap into water main $ 525.00 560.00 Water Meter - Cost of Meter $ Cross Connection Inspection — Inspection by Public Works to ensure backflow prevention $ 35.00 35.00 Sewer Impact Fees — Funds future expansion of the sewer plant $ Water Impact Fee — Funds future expansion of the water plants $ Capital Improvement — Funds for improvements, Expansion or replacement to water system $ 325.00 550.00 TOTAL COSTS S 885.00 1145.00 If you have any questions concerning these charges, please call the building department at 247 -5826. Sincerely, Don C. Ford Building Official You must supply your own backflow preventer. .' j L%•L.1 r ✓4 s �� r CITY OF ATLANTIC BEACH i SIB 800 SEMINOLE ROAD ' ATLANTIC BEACH, FLORIDA 32233 4 INSPECTION PHONE LINE 247 -5826 ` rii3l9r 04- 00027674 Date 2/06/04 Application Number 1814 HICKORY LN Property Address INSTALL IRRIG SYSTEM Tenant nbr, name ATION /SPRINKLER Application description • • • TO IRRIG BE UPDATED Property Zoning 0 Application valuation . . . Contractor Owner FASANELLI, FABIO BEAUCLERC LANDSCAPE, INC. P.O. BOX 24822 JACKSONVILLE FL 32241 FL 32233 ATLANTIC BEACH ( (904) 614 -1999 (904) 262 -1488 Permit PLUMBING PERMIT Additional desc . Plan Check Fee 00 Permit Fee . . • . 50.00 0 Issue Date Valuation . . Special Notes and Comments OWNER MUST HIRE PLUMBER TO INSTALL A BACKFLOW PREVENTER AND MAKE THE CONNECTION TO THE PRIVATE PROPERTY. 9 Fee summary Charged Paid Credited Due Permit Fee Total 50.00 50.00 .00 .00 .00 .00 Plan Check Total •00 .00 Grand Total 50.00 50.00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHIZ PART OF THIS PER AND ' UBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH ,. r`s; PLUMBING PERMIT APPLICATION 1 r aabM Date: 02 — y Property Address: /F/./ /%Oi % , 4 t Owner: .¢mow r / 9�C/6-'C (I/ Telephone #: Contractor: 5411!Lief(- 4,'eWP L"` Telephone #: o 2‘ - l fr & Contractor Address: /U A k -2 5 ymc Fax #: ,61) .- 7 7S 5 ( 3Z In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, • ❑ New list the building permit number: ❑ Re -Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters --� Other T 1 Fees - Permit Issuing Fee: $35.00 Total Fixtures: X $7.00 + $35.00 = 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : //www.ci.atlantic- beach.fl.us M e 421� Wieehele ( 6 ' 6 eJ . 41 Wes! 2rrcl Slreel Allantic Beach, H. 32233 904- 241 -9051 904-249-0703 fax March1., 2004 MAR 1 f, Building Official City of Atlantic Beach 800 Seminole Road Atlantic Beach, Fl. 32233 Mr. Don Ford, This letter is concerning 1814 Hickory Lane for Fasanelli Development. We have an electrical permit #03- 00026132 on file for the new residence. We are requesting power be released for the premises to allow for the construction project to be completed. All electrical circuits are capped off and are in a safe condition. If you need to contact me my cell # is 219 -5044. rank o ,0v - Alex S. L' baugh ' . Cl1��UE.o NG O • Master electrician "°1 ME 295 ER 8880. R Sit CITY OF ATLANTIC BEACH J 80 SEMINO ROAD J 3 JJ r ATLANTIC BEACH, FLORIDA LE 32233 INSPECTION PHONE LINE 247 -5826 Application Number 03- 00025668 Date 5/28/03 Property Address 1814 HICKORY LN Tenant nbr, name NEW SINGLE FAMILY HOME Application description . . SINGLE FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 240000 Owner Contractor FASANELLI, FABIO FASANELLI DEVELOPMENT CO 712 SHIPWATCH DR E ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 (904) 614 -1999 (904) 614 -1999 Permit PLUMBING PERMIT Additional desc . Sub Contractor . SHAWN ORRS PLUMBING INC. Permit Fee . . . 161.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 161.00 161.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 161.00 161.00 .00 .00 q, BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL . f ) v S (I U W : ,,e, > /`% CITY OF ATLANTIC BEACH ::' PLUMBING PERMIT APPLICATION ' r± .& - Date: ,; = 2 5'1 Job Address: /e/ V `f ,) LK %/ 7 L/1/ Owner of Property: ii--4-Z �f - V(v -Z L / :Pr =V Telephone: ‘i/ — /71, Plumbing Contractor: 5)-10A/ Ai o / "f. '. 5 "7-' G Contractor's Address: 5( 6 (/ s Pe 01 b ilv - -,13 � F 3 -- Z - 1 a y_ i G s --7 ``': q 6/‘ Telephone: - G/ 2-8 fix: y State License Number: C f:' c " CI' g C I 3 How many of the following fixtures (re -piped or new): Sinks / Showers / Water y Lavatory / Water Heaters 2 Hose Bib 2 Bathtubs / Dishwashers / Sewer Urinals Disposals Other 5 Closets / Washing Machine Shower Pans Floor Drains Re -Pipe (List fixtures being re- piped) _ Total Fixtures: / x $7.00 + $35.00 = / 4/ " (Minimum Permit Fee: 535.00) Signature of Contractor: j (----- Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Call a day ahead to, schedule inspections: (904) 247 -5826 nnn n_ __e__i_ i1__ 1 I__.:_II-__L T.1,. -7d.. 1'1911_ A `' . - . CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD l ATLANTIC BEACH, FLORIDA 32233 `-; IF INSPECTION PHONE LINE 247 -5826 � '-t Jx319s"' 03- 00027086 Date 12/16/0 Application Number 1814 HICKORY LN Property Address POOL AND ENCLOSURE Tenant nbr, name POOL Application description • • POOL UPDATED Property Zoning 65000 Application valuation . - . Contractor Owner SURFSIDE POOLS FASANELLI, FABIO 313 BEACH BLVD. ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 614 -1999 (904) 246 -2666 Permit ELECTRICAL PERMIT Additional desc . POOL WIRING Sub Contractor . DAVID PRUETTES ELECTRICAL LhS Fee .00 Permit Fee . • . 75.00 0 Valuation Issue Date 5/16/03 Expiration Date . g Fee summary Charged Paid Credited Due Permit Fee Total 75.00 75.00 .00 .00 Plan Check Total .00 .00 .00 .00 .00 .00 Grand Total 75.00 4 A BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH AJ PART OF THIS PERMIT, k D S s CT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. V BUILDING OFFICIAL aedc q +. ? W tNe V ` / Sf +)"-r `k r .. . ;.. CITY OF ATLANTIC BEACH -- -- . 0 ELECTRICAL PERMIT APPLICATION -, - Date: l& /15103 Property Address: ) 4 v. k oNf LA Owner: Ct..SQ v Q l t 1 1C el) ,An phAp F- (i Telephone #: ADO—S i Contractor: '- D1,1/1 a rLteki-dS lec -n (CJ Sv s T/i Telephone #: 0- Contractor Address: -g P2rkr idq Ave. D, P. 32Cds #: (ga<i)Sz' -837 In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Bui ng: Building Type: 0 Trailer Service: If other construction is pp being done on this building New Residence ❑ Temp. ❑ New Or site, list the building l ❑ Old ❑ Commercial 0 Signs ❑ Increase Permit ❑ Re -wire ❑ Addition Sq. Ft. 0 Repair 7 ? - — 73 Conductor Size: AMPS: CO PPER EK ALUMINUM ID Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS (5D PH 1 W 3 VOLTO 0 WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED - OPEN tt 10 AMPS 41 100 AMPS Switches 1 Incandescent cR Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. . Air H.P.RATING H.P. RATING CEILING KW -HEAT Conditioning COMP. MOTOR OTHER MOTORS AMPS HEAT Motors 0 -1 H.P. VOLTAGE PH 1 NO. OVER 1 H.P. PHS i d. UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea._Sign Miscellaneous PC0 1 (A) J 1 no 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.ft.us .\ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 v INSPECTION PHONE LINE 247 -5826 Application Number 03- 00027086 Date 10/31/03 Property Address 1814 HICKORY LN Tenant nbr, name POOL AND ENCLOSURE Application description . . POOL Property Zoning TO BE UPDATED Application valuation . . . 65000 Owner Contractor FASANELLI, FABIO SURFSIDE POOLS 313 BEACH BLVD. ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 614 -1999 (904) 246 -2666 Permit BUILDING PERMIT Additional desc . Permit Fee . . . 320.00 Plan Check Fee . . 160.00 Issue Date . . . Valuation . . . . 65000 Fee summary Charged Paid Credited Due Permit Fee Total 320.00 320.00 .00 .00 Plan Check Total 160.00 160.00 .00 .00 Grand Total 480.00 480.00 .00 .00 4 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK. MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL cc: 5 , A,, � CITY OF ATLANTIC BEACH C),E d BUILDING / ZONING DEPARTMENT t. "' "''- 0. . Poem % .t x ,,. ',•. 800 Seminole Road 1 74 "' ''' w s0 Atlantic Beach, Florida 32233 J' ekd :N (904) 247-5800 11 (904) 247 -5845 Fax PLAN REVIEW COMMENTS Permit Application # 05 - & Property Address: 181/1 1-b( k nr j Applicant: Si t. r Fs) ni e Porr 1s Project: pr) 1 This permit application has been: Et3 1 eview nd .g- atcitirne` ed attention: A E - e. ----1A....A? NSici )ik (6067 --- 9,..." ,, Please re- submit your application when these items have been completed. Reviewed By: 4 Date: la • 0,- i--t4 'c. /5(10 z, -- • CITY OF ATLANTIC BEACH • 1 1. APPLICATION FOR POOL PERMIT Job Address / G k4 <.3 {'E "aGL°f- 3 �a Lot # Block # UA)( I -& Subdivision SO LIM- 9?trW,4 Owner ��ir> ,/� ✓'6 t- Address 6 �/ t4 icy, _'j L A - /4 -1"L, gel..-; 3.2_2_5 3 Contractor SURFS t D Tod L- 1 -0 ( PG' Address 313 C../34 24, I ) Os • - 37x -X rci / L : 3 222S'0 License Number C. P� O Lizio S" Valuation • $ c C, O Co Gallons = � 3 is" S ITE PLAN • front N N. • a a (D • o • rear Signature Owner � s � ' � l � ! ! w C Date y 03 Signature Contr- or / Date /616 7 1 3 • • • • • • 7 Cc: CITY OF ATLANTIC BEACH o. FQ [s� BUILDING / ZONING DEPARTMENT 4 �. poe s t7 . 800 Seminole Road r " s1 Atlantic Beach, Florida 32233 - 714s0 - 444R:47 (904) 247 -5800 �. 11 ' (904) 247 -5845 Fax C.1r3 PLAN REVIEW COMMENTS Permit Application # 0,3 02 Property Address: ► X I / i ( k r ( C...) Applicant: L t t r iTs c cl e Pc o s Project: pnn 1 This permit application has been: WV Reviewed and the following items need attention: Please re- submit y application w i these items have been completed. 10 Reviewed By: '" Date: CITY OF ATLANTIC BEACH APPLICATION FOR POOL PERMIT Job Address /66 y 14 i g' LA-u L 4l z l" G&i- 3 2- Lot # 22 Block # U,u +`r') —C Subdivision /h4 g44 • Owner - c 6 / Address g y l-i iC c9 �-y �-�lti � A-7L 31.2-3 3 Contractor Sage's p( `dcci_ Address 3t3 lB i3A -c4( u o. ' -)c- License Number G PG Q 440 valuation' $ S, O tad Gallons %Z 3 IS" • SITE PLAN • •front • 1 a a • rear Signature Owner -9 i °y Date `/ a 3 Signature Contr- or /' Date . 2 . 0 . 4((21o3 • • • 5 MIN. RETURN PRONE #04 &- /da - NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) � r// Permit No. Tax Folio No. ( l' State of FG 0/21'04 County of 1?(/I4 G- To whom it may concern: _ The undersigned hereby informs you that improvements will be made to certain real property, and in 0 accordance with Section 713 of the Florida Statutes, the following Information is stated in this NOTICE OF COMMENCEMENT. N Legal description of property bei2 improved: L-O T 2 2 l,/t., / r /- - C a E1. V4 /"!/i'2 cr Address of property being improved: /8/q r,.-02 y E CO General description of improvements: Sic. /M ��i / 90� � SG/t&L .) 625v2e 0 Owner rH !3 1 O /" L Address 7)2 5/-li -TCI1 2 , f� TL'X. � c _ 3 222 S Owner's interest in site of the improvement �G� S/M PG e Fee Simple Titleholder (if other than owner) Name Address Q� Contractor ci2 S i 65 DG �OOG- S /,T C • COT"' - -'-,`- �O � Address 3/ 322 S 0 Phone No. 2 4/ - Z l ( Fax No. 2e&— 8e©/ Surety (if any) Address Amount of bond $ Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name Address Phone No. Fax No. Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name Address Phone No. In addition to himself.. Section 713.06 Name • 1. THIS SAFETY VACUUM RELIEF SYSTEM 15 A NON - MECHANICAL VENT SYSTEM THAT WILL LIMIT THE r Ol TRANSMISSION OF SUCTION AT THE OUTLET To A MAXIMUM OF 4.5 INCHES OF MERCURY. 2. T1-1I5 SYSTEM IS A BACKUP TO PROVIDE SUCTION NATIONAL RELIEF SHOULD ENTRAPMENT OCCUR ALL PIPES AND SPA& POOL FITTINGS MUST BE INSTALLED IN CONFORMANCE WITH INSTITUTE FBC POOL PLUMBING. FLORIDA f 3. POOL AND SPA SUCTION INLETS SHALL BE PROVIDED WITH .4 COVER THAT COMPLIES WITH ANSI /ASME A112.19.2M 4. THE VELOCITY ON THE SUCTION SIDE OF THE CIRCULATION SYSTEM SHALL NOT EXCEED SIX (6) PPS. 5. THE VENT LINE LENGTH MUST NOT EXCEED THE TOTAL LENGTH OF THE MAIN DRAIN LINE. PIPE 61 6. VENT OPENING MUST BE COVERED WITH WIRE MESH INCI -4E5 SCREEN TO PREVENT INSECTS, DEBRIS COLLECTION AND BACTERIA. 2" 1. LABEL VENT: POOL SAFETY DEVICE- DO NOT 2" HANDLE 2 1 2 1/ (2) 90' 5ENDS 311 OR A TEE 3 u 3 11 • 4" . W 1 Ir1° VENT LINE -- This aria Iysit ' \-(1) SO' BEND vertical anc Q Flow rate. .� - located as - MAIN DRAIN This docume without the 11" John M. Carl POOL r N 1 1/2" VENT LINE AIN DRAIN • 1 SAFETY VACUUM RELEASE SYSTEM (SVRS) HORNER µTB 5755 PO APPROVED SWIMMING POOL 4 SPA 'DUAL MAIN DRAiN ATMOSPHERIC VENT (SVRS) ;OMPLiANT UJiT 1 SECTION 424.2.6.6, FLORIDA 5UILDiNG ;ODE FOR RE S i D ENT I AL APPLICATIONS. ENTRAPMENT AVOIDANCE VENT FIFE ANALYSIS - MAXIMUM LENGTH ZES AVARAGE VELOCITY VENT PIPE MAXIMUM FLOW GPM FT. PER SEC. SIZE LENGTH FT. 60 514 1 1/2" 32 15 1.11 1 1/2" 41 2" 100 6.1 1 1/2" 54 2" 110 1.31 1 1/2" 60 135 5.86 1 1/2" 13 145 6.29 1 1/2" 19 115 1.59 1 1/2" 95 325 5.19 1 1/2" 111 is based upon maintaining the length of pipe below the operating level of the pool, horizontal, to vacate within 3 seconds based on the size of' the pump and the average ue to the hydraulic gradient caused by the pump and piping, the vent line should be close to the tee at the dual main drain, as possible with a maximum distance of 12 ". tit is the intellectual property of HCE and cannot be reproduced in whole or part _expressed written approval of HCE. This doc nt in valid without the seal of oil Jr. P.E. CITY OF ATLANTIC JEA= H BUILDING OFFICE COURTESY OF: OCT 3 0 2003 MIA A\ Iille•.e .1111_ TEAM HORNER CONSULTING ENGINEERS,INC EB #5848 PHONE NO: (954) 772 -4940 • M. CARROLL JR P.E. NERLINE ROAD. FT. LAUDERDALE FL. 33309 FAX NO: (954) 772 -6840 LICENSE • 416I0 EXPIRES . 02/284005 I , I I ar • • ii „...____ r ___ ,, _ e3_ g 2 411.4: I X tl `Q I rte" a tlL r t ti-s s • 1 te . , to ER 2 T • sl. L3 a : 3 C CI A 1► 6. • � -- C CC C CC C "�'9 • (...6 . 0 Y! Lilt , U" ry U z U *. lli .4:14 IL 4 ,F3w 1 . i R N 0 ;„, • R. O U 'ate . g"/ 8 0 ' I m L Q 0 6 6 ). • e a i '"' • 1-- to — . , . 0 i 1 -.4 ,,,,,, E Z o E- ..v . m &lora. -1-.0 .4 0 :i 1 6 ' Q 3 > o oi el 2 :J ii A .14 -.§ e 1 il l 1 g Q ' W x = 11 1 ! ! i .9 ul • N C C '41(3. u �1 NI CI u u _ WW - - 1: In s a ,d � V N N N N Cn cl1 Al '4 a ' Feld . . r9 :-.. glit3 gq . , . - . ONNITA 141430 ' . 1 Oa 4 -1R ix iu o 1 . 41 . / . 13' ttl i 8 • § 6 13 FI 01 5 g 11 i ... . ,.... _ ._ • , , • , Ilit, lil 1 1 ;i .1 i 2 - 5tt;._Alid t§__ ‘c it t e .. . 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S1 SYMBOL KEY: 0= DRAIN 1r* = SKIMMER Q = RETURN Y,I = 400W POOL LIGHT A= 100W SPA LIGHT = THERAPY JETS PERMIT DRAWIN ® = VENT LINE POOL 8 X 27 X 5 � = POOL DEPTH 0 = JUNCTION BOX IN FLOOR CLEANING = PLUMBING LINE CD = SPASWITCH 6' DIA SPA * = QUICK CLEAN MODULE PAVER x COPING 60 ft. 50 ft. 4 ft. 0 LIGHT / °' � )` � „ Q I* 4, Deep 4'-o Deo swimout ) • AVER DEC y SKIMME ■ 12" X 12" ■ \ \ N'i• FOOTER ■ \ Q \ `IaAISED 12" ■ ■ ',W/ TILE 1 POOL VENT ® ■ SPA VENT ® NN o0o 'I \ vio� t s\ \ ° m a o s ■ c w ,. ■■ f E . o ° a Y 4Y F \ CO N 0 E p F ^ �n " LL away 2w i 3 ay r\ w a r\ r o Imo I[�)�i�m DOO Pump __ Heat �_ H «� Filter [L Pump � ;iiBB This drawing is an artistic Pool /Spa with Gas Heat and Heat Pump interpretation of the gener, r and Quick Clean and Spa Bubble Filter Schematic appearance of the swimming po (Not to scale) is not meant to be an exact rern v co O O J J J N 0 W w in Y Y z Z !� W > w eC 0 O = = m O O 2 W > > ii Fw- Cr J J , D _J J a p W SYSTEM Ea' ° m w co 400W LIGHT 0 m Z r / Z z 2 w W J W — — — — 1 PLUMBING LINE FROM MAIN DRAIN Q J Q I 12 "X12" TO POOL EQUIPMENT W < 0 Q I O O e7 0) O Eft. 1 FOOTER 4' -0" I '" Deep ,p I w I I SEE SCHEMATIC V I ,- �r - - -- " H eat II �- p L,, .. ._ Fier Pump I 0 G CO h o N I 6 0{. � CO 3'-6" o J 1 0 Deep 0 a EXISTING LANAI " ILA*" ` DO c - 4 - 1 ' (2 00( - S °- W t t PAVER RESIDENCE COPING w I- 1.- J w w a z = CC J U O } Q Q AVER DECIh —i L' o m Z ■ 7 W O Y 0 2 , Z 2 Z co < v Q N U_ < 12" X 12" 23 ft. \ FOOTER ----) co i-- w c 0 w O - O ' w w (T) a) z w > o w 0 3 iition. --, 0 < co CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD . ATLANTIC BEACH, FLORIDA 32233 // INSPECTION PHONE LINE 247-5826 - -- ---- ---- ------ - - Application Number . . . . . 03-00027214 Date 11/05/03 Property Address 1814 HICKORY 1T Tenant nbr, name RACE METER CAN Application description . . ELECTRIC ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor FASANELLI, FABIO BROOKS & LIMBAUGH ELECTRIC 41 2ND STREET WEST ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 614-1999 (904) 241-9051 Permit ELECTRICAL PERMIT Additional desc . N/C ISSUED TO SATISFY JEA Permit Fee . . . .00 Plan Check Fee . . .00 Issue Date . . . 11/05/03 Valuation . . . . 0 Fee summary Charged Paid Credited nil,- Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 /- -,-- if 1 9. 4 11, BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND }TAT!! rn AWAY ITIY rITEIrR CONTRACTOR OR nWNPR. "FAII URE TO rill'41 Y WITI I Tilr CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVc"ENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF TIIIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. TIT UMW° oFFTclAi. sy '' '' a 'I C ITY OF ATLANTIC BEACH %' 800 SEMINOLE ROAD j .e w � ATLANTIC BEACH, FLORIDA 32233 a.,, ' INSPECTION PHONE LINE 247 -5826 r 01' � Application Number 03- 00026132 Date 5/23/03 Property Address 1814 HICKORY LN Tenant nbr, name 300AMP,1PH,4W,240V Application description . . ELECTRIC ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor FASANELLI, FABIO BROOKS & LIMBAUGH ELECTRIC 41 2ND STREET WEST ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 614 -1999 (904) 241 -9051 Permit ELECTRICAL PERMIT Additional desc . Permit Fee . . . 125.00 Plan Check Fee .00 Issue Date . . . Valuation . • . • 0 Fee summary Charged Paid Credited Due Permit Fee Total 125.00 125.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 125.00 125.00 .00 .00 BUILDING , AL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HA WAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN ')PERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE . THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFI .IAL CITY OF ATLANTIC BEACH, FLORIDA APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 6"- 20 ig 3 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, 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 ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTI BEACH ORDINANCES. ELECTRIC ,A�L FIRM] r - �,.p MASTER T f I • `,. ' • TURE: OWNERS NAME: 4/a 45‘4,44; RESS: f if�/h �' ' i . / ; BLDG. SIZE BETWEEN: — RES.4 .S APT.( ) COMM.( ) PUBLIC( ) INDUS.( ) NEW( ) OLD( ) REW.( ) ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) SQ. FT. SERVICE: - NEW(( INCREASE( ) REP IR( ) CONDUCTOR SIZE AMPS:32 COPPER( ) ALU FEES SWITCH OR BREAKER (3 0� AMPS / PH SG W A CEW AAY EXIST. SERV. SIZE / AMPS PH t W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30AMPS 31.100 AMPS _ SWITCHES INCANDESCENT FLOURESCENT & M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CELL. KW -HEAT CONDITIONING COMP. MOTOR OTHER MOTORS AMPS HEAT 0 -1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS /3p 0 05 G ‘y(0-0 UNDER 600V OVER 600V TRANSFORMERS:_ NO. KVA NO. KVA NO.NEON TRANSF. NO VA MA MOTOR SIZE SWITCH FLASHERS EACH SIGN Updated 5/20/2002 �� CITY OF ATLANTIC BEACH 1 � -. ,. 800 SEMINOLE ROAD J ATLANTIC BEACH, FLORIDA 32233 v . '"� x, INSPECTION PHONE LINE 247 -5826 4011 If Application Number 03- 00026816 Date 9/05/03 Property Address 1814 HICKORY LN Tenant nbr, name NEW HVAC Application description . . MECHANICAL ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor FASANELLI, FABIO RIX MECHANICAL INC. 1374 SOUTH SEVENTH STREET ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 614 -1999 (904) 249 -9891 Permit MECHANICAL PERMIT Additional desc . Permit Fee . . 87.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 87.00 87.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 87.00 87.00 .00 .00 „ BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. i ` BUILDING OFFICIAL BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. I. Street Address: / 411" h o y e...„4 LOCATION OF Intersecting Streets' Between Se rrt , ,,,0 /- RA And /h.��a, ,�✓ BUILDING Sub - division II. XNDENTIFICATION - To be completed by all applicants. - . In consideration of permit given for doing the wait as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part Hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Name ufMechanical i ro store Name tracto (Print) R lX VY\ l C t . A./ l C.4 t_ ter _ rx t , t .Q I C , N / Owner Property E s � - t. t� bb l ‘O v e Co ✓ Signature ofOwner Signature of Or Authorized Agent I Architect or Engineer I III. GENERAL INFORMATION A. Type f heating fuel: B JIW Electric IS OTHER CONSTRUCTION BEING DONE ON THIS 0 G a l s: LP Natural Central Utility BUILDING OR SITE? )/ 0 Other- Specify IF YES, GIVE NUMBER OF CONSTRUCTION • PERMIT © 3 a,S- 4,6,� Iv. MECHANICAL EQUIPMENT TO BE ,�IATUIt OF WORK g INSTALLED / Residential or Commercial New Building 0 (Provide complete list of components on back of this form) 0 Existing Budding _ Space tcn Recessed tral Floor 0 Replacement of existing system W A ir Conditioning: Room Re at r 2 CI New Installation Cr System: Material Refrigeration C 4 ° 1 Thickns es x'4 (No system ng s installed) Maximum capacity 6 0C, c>in Extension or add-on to existing system 0 Refrigeration 0 Other Specify 0 Cooling tower Capacity gpm CI Fire sprinklers: Number of heads O Elevator : Manlift Escalator (Number) 'MS SPACE FOR OFIriC$ USE ONLY 0 Gasoline pumps .__. (Nye) (Received) O Tanks (Number) 0 LPG containers (Number) Remarks 0 Unfired pressure vessel 0 Boilers Permit Approved by Date 0 Other- Specify_ Permit Fee LIST ALL EQUIPM.ENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving 1 (Tons) Agency CdN PNl1 .NA 6fgc0pAyn/� U HEATING - FURNACES. BOILERS. FIREPLACES Number Units Description Model Number ivtaaufacturcr Capacity Approving 2 — (BTU) Agency 14 N t o p i= Th 1 0 7 dv o P Av iv ` / Q Kl.r J L t..- TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency 1 i - L1 c� u ° s CITY OF ATLANTIC BEACH •. l 800 SEMINOLE ROAD j ° is w ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 • -.J %3 Application Number 03- 00026671 Date 8/14/03 Property Address 1814 HICKORY LN Application description . . TREE PERMIT Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor FASANELLI, FABIO OWNER ATLANTIC BEACH FL 32233 (904) 614 -1999 Permit TREE PERMIT Additional desc . Permit Fee . . . .00 Plan Check Fee . . .00 Issue Date . . . 8/14/03 Valuation . . . . 0 Special Notes and Comments REMOVE A 5" LAUREL OAK, A 10" LAUREL OAK AND A 13" LAUREL OAK TO BE MITIGATED 100 PERCENT WITH EIGHT 4" LAUREL OAKS TO BE PLANTED ON SITE. Fee summary Charged Paid Credited Due Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL Minutes of Tree Conservation Board August 13, 2003 Page 2 5. Old Business A. Tree Removal Applications: 2) 1814 Hickory Lane: Ms. Margie Petit introduced herself and advised that she was the buyer of the home located at 1814 Hickory Lane. She advised that she would like to remove the trees for the purpose of installing a pool. She further advised that she understood that the trees that she would like to remove had been used for prior mitigation but that she would be willing to plant trees inch for inch. Ms. Petit also informed the board that she did not plan to remove the 30" live oak on the east side of the lot which was originally proposed for removal. She proposed planting eight 4" oak trees to mitigate for the removal of protected trees. The applicant was advised to ensure that tree barricades were placed around all the trees that were to remain on the lot. Chair Mears stated that the applicant's proposal provided for more trees than originally proposed and there would be no bald spots on the lot. A motion was made by Board Member Shaughnessy, seconded by Board Member Permenter, and unanimously carried to direct the Building Official to issue a permit for the removal of a 5" Laurel oak, a 10" laurel oak and a 13" laurel oak to be mitigated 100 percent with eight 4" laurel oaks to be planted on site. 6. New Business 3) East 40' of Lot 17, West 10' Lot 15, Block 12, Atlantic Beach: Mr. David Burbridge introduced himself. He stated that this request was for the removal of trees for new construction next to his home at 340 10 Street. He further stated that he would like to attempt to relocate the 14.3" palm tree on site but would like the option of removal if necessary. A motion was made by Board Member Permenter, seconded by Board Member Shaughnessy, and unanimously carried to direct the Building Official to issue a permit for the removal of a 14.3" palm tree to be replaced with 8" of palm or relocated on site. 2) 19 -16 17- 25 -29E Donners R/P Pt. Govt. Lots 2, 3, 4, Block 21 (Simmons Road): Chair Mears advised that the applicant could not use crepe myrtle trees as mitigation. A motion was made by Board Member Permenter and seconded by Board Member Shaughnessy to direct the Building Official to issue a permit for the removal of 33" of oak to be mitigated with 16.5" of oak and to remove 24" of pine to be mitigated with 12" of hardwood either to be planted on site or to be paid into the Tree Fund. Discussion was held and the board determined that the best way to handle this situation was to deny the application and to request that the applicant re -apply with proper mitigation noted. The vote was called and Chair Mears, Board Member Permenter and Board Member Shaughnessy voted against the motion. The motion failed. A motion was made by Board Member Permenter, seconded by Board Member Shaughnessy, and unanimously carried to deny the Tree Removal Application. EACH f , . Q ' 4,,: CtT �� L OPTION �" T REE ilk41 - x 5: 00 p.m. on the Friday �' : cop ies and received b y agenda. a e fitted kith seven ( laced on the ag to m ust be submitted meeting in order to be P A11 aPPC�ca schedulel O R INACCURA ten � days Prior to the INC�PLETE APPLICATIONS D SITES WILL NOT BE PROCESSED. I ,p,RKE _• r .0 TELEPHONE ADDRES` 1. \,,,, . pPLICANT {AME / a, 11 Y N OF TREE REMOVAL SITE 1 -- Q LEGAL DESC TIO 2. ADD RIPTtON t T t ' EST SS STREET t,oee'e (If -LEGAL �. �„` ur .�-= O PCD TREE REMOVAL: -. 1 PR - G` r i 3. REASON FOR � S u i < d' .0. lcc fu r.. �� ; . .�_ W N 01� NO NOT SURE e . = 01"? V4*) q U BEFORE YES _. 4 AS H IS S TE BEES THE TREE B O E PLANITREE SI'EY indicating: 5. SIT a. Existing and propo structures. liable. c. Location, specie of six inches or more. d b. Location of utilite easements as app ht p g.H.) ecie� size of all trees s! size of all trees with Diameter at gr u ld be clearly marked w ith an "X ". e. Location P • n species size of all trees to be removed should d. Location es to be perserved on -site for mitigation must be s marked with bras „ r d new replacement trees marked with a ee d rip line m d size of any propose at tree f. Location, specie reserved on - site with barricading "0". I HERE, g. Location, speci�d size of all trees to be p AND AL 9 6 ON -SITE REQUIFE NTS: reserved. line of all trees to be p drip conspicuous manner on site. Ap Ica�i a. Barricading at the lot. b. Address/lega +riP tion must be posted in a consp stakes or paint indicating c. The property brs must be marked by sta ked on-site by REDIORANGE flagging, P` Owner's s ifor removal MUST by d. All trees identl —64141• or tape. � for mitigation M� T be marked with BLU�GR Tree Cons( e. All trees to b� erved on -site flagging, PainaPe• *Diameter at Bn 32233 by 3.14. Diameti 800 Seminole Road, Atlantic Beach, 0 orida 5845 Telephone (904) 247-5800 Fax ( ) "Interior Zone: c SELVA MARINA UNIT NO. 10 -B PLAT BOOK 36, PAGE 61 r SCALE: 1" = 20 O >0 C)-, — I d m N 4 N N NO0'49 " W 175.4 _ _ o • 4` .c,:.' � ,, - 2 > > a1\ C7 IQ) > C Z N • 1 r I 1 T7 D cn �- -� J i Q7 C m > r 4 r "' 1 J +` / � C Z O C C 1 g --I I r rn 381\ 5 > L a� N M O • X , > E — � O C7 r- �� ; ! c > N P4 a O D x �� m c 0 = p D 1 D CS J rrn �` r O .r r O .. O\ C V O r O� v C \ � C O O 43. O 0 ` " ,3 D +, O o � •• a V D X 00 Q ' 0G ° 0a } -CP 16 0 , ZZS w / 0 ) d , ` LZ 0 : ° � HICKORY LANE CUL —DE —SAC r F • S' 'L`1r c CITY OF ATLANTIC BEACH .. , 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 41w INSPECTION PHONE LINE 247 -5826 , . J i 3 � Application Number 03- 00026088 Date 5/15/03 Property Address 1814 HICKORY LN Application description . . TREE PERMIT Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor FASANELLI, FABIO OWNER ATLANTIC BEACH FL 32233 (904) 614 -1999 Permit TREE PERMIT Additional desc . Permit Fee .00 Plan Check Fee .00 Issue Date 5/15/03 Valuation . . . . 0 Special Notes and Comments REMOVE A 15" LAUREL OAK TO BE MITIGATED WITH A 4" LAUREL OAK ON SITE AND 3.5" OF OAK TO BE PLANTED ON SITE. Fee summary Charged Pew x Permit Fee Total 0 0 _ Plan Check Total .00 ��' Grand Total 0 # , �° a !. ,. RT °x t � Ica � v. S fi e �'- „ *" 'm' €,: ,' 'N` u t »v ;# xc ta f y r F R M ,� ' . 0 ;7 ,: Z1, t BUILDING MATERIAL, RUBBISH AN D DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCO TO APPROVED PLANS WHI CH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. , BUILDING OFFICIAL Minutes of Tree Conservation Board May 14, 2003 Page 2 57.2" of oak to be mitigated with 11.1" of oak on site, 17.5" of oak to be planted on site, and a 10" of palm to be transplanted to another location on site. The Board drafted a letter in support of the applicant to the Community Development Board. 1. 360 Seminole Road: Building Official Ford advised that the applicant would like to remove the maple tree due to the damage it was causing to the deck. The Board discussed the possibility • of the applicant building the deck around the maple. A motion was made by Board Member Shaughnessy, seconded by Board Member Permenter, and unanimously carried to direct the Building Official to issue a permit for the removal of 52" of hardwood to be mitigated with 5.5" of holly on site and 20.5" of hardwood to be planted on site. 1814 Hickory Lane: Building Official Ford stated that this was a change to an existing permit. He stated that the applicant would like to remove the laurel oak because it is located too close to the construction site and would most likely be damaged during construction, Building Official Ford also stated that this tree had not been used previously for mitigation. A motion was made by Board Member Owens, seconded Board Member Shaughnessy, and unanimously carried to direct the Building Official to issue a permit for the removal of a 15" laurel oak to be mitigated with a 4" laurel oak on site and 3.5" of oak to be planted on site. 6. Reports and Announcements Discussion was held with regard to communication with the Public Works Department. Building Official Ford suggested that any communication with Public Works be forwarded by fax the day following the Tree Conservation Board meetings. Chair Mears advised that a 22" double oak on Shell Street would not survive if paving was accomplished as marked by the stakes on site. She stated that she spoke with the Public Works Director and requested that the road be shifted to accommodate the tree. Building Official Ford suggested writing a letter to the City Commission to consider this request. The Board drafted a letter to the City Commission. 7. Adjournment There being no other business or discussion, the meeting was adjourned at 8:20 p.m. Barbara Mears, Chair FASANELLI DEVELOPMENT E: � ; % _ v - 712 Shipwatch Drive East Jacksonville, FL 32225 MAY 09 2003 904/220 -3991 M CGC 034232 BY May 9, 2003 -- I Don Ford Building Official City of Atlantic Beach 800 Seminole Road Atlantic Beach, H. 32233 Re: 1814 Hickory Lane Dear Don, I 'am making a request to remove a tree from referenced site. I wanted to save the tree, however we will cut into the root for the foundation of the house. The tree is leaning toward an adjacent property and I'm concerned that the root will be weakened thus creating an opportunity for disaster. Attached is a site plan showing the tree in question. It is a 15" Laurel Oak and I will mitigate the 7.5" required with 2- 4" Laurel Oaks that are onsite. Thank you for your consideration and please call me at 614 - 1999 if you have any questions. Sincerely, FASANELLI DEVELOPMENT CO. FABIO M. FASANELLI President ) 7aAd44j )fijAl.3 SELVA MARINA UNIT NO. 10 -B PLAT BOOK 36, PAGE 61 r O SCALE: 1 " = Zp' ar 0 Tr r >0 N 7 N '26 "W 175.49' �� N co M v7 O rTl ti -- q .4." �� =D D ° 1 1 z li _ Z z> u) f-r, ..1 6 . * r;IX .4t. p r • m O D Z coC V C O O Q Q _ O r • . -.as ep N Afilib Oc x M C.+ m I 7 z 7J .. ' . „,...„ D n 0 r ::- OA z ..,.. win • .. c. . -.41p, r O C7 ri j�'' -\./ '! s�� a 0:4-"3 q i r n C � . . Q :_ J C7 re" O A r '•` O p7` Oo Q Fri C • ■ tit .i o} O o o C�'G� D o Q y � ch NCI 1fl � � . ZZ S c5 4 i � d 4 [:" ` LZ g t----, C O\A HICKORY RY LANE CUL -DE -SAC I I� F m 1 v, 0 _ _` Z Z-D N --4 m > m Do0- �CCnr O = n < C D Z m T� m Z CD Z m m <D< m>" U . CD Q z r- r- O�ZD X 0 N -< • @ D D o —n - -0 M o -• 0m_4 D O O> U L 71 r'' - Z U' rr m D > i COOK — Op ^� LO v / )Z ` f t r / D — r7 O — zc _ m K0 (...n m w � / 4 cn CD ° r, C o O \�� fi e. O rZ 0m -< z � a c c. c. z 0 -< > m rP7 y CJi , m D D r Cn Of °, cti r m O O - y 0Ole � I U) _ 0 O •A ter O r O / . . u• c . 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Contractor Owner FASANELLI, FABIO OWNER 712 SHIPWATCH DR E FL 32225 JACKSONVILLE (904) 614 -1999 Permit TREE PERMIT Additional desc . .00 Plan Check Fee .00 I ssuet a • • • . 1/23/03 Valuation . . . . 0 ssue Datt e e Expiration Date . . 7/22/03 Special Notes and Comments REMOVE 63" OF OAK TO BE MITIGATED WITH A 5" LAUREL OAK, A 13" LAUREL OAK, 2 6" LAUREL OAKS AND A 5.5" LAUREL OAK ON SITE. Fee summary Charged Paid Credited Due .00 .00 . Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 Grand Total .00 .00 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION ISSUED F O APPLICCABLE VIS ON OF LAW. PLANS E n C. • 1 .1:7L-k- ' -- - BUILDING OFFICIAL Minutes of Tree Conservation Board January 22, 2003 Page 2 2) Lot 22, Selva Marina Unit No. 12 -C: Chair Mears determined that the applicant was proposing to remove 63" of protected oak. A motion was made by Board Member Permenter and seconded by Board Member Shaughnessy to direct the Building Official to issue a permit for the removal of 63" of oak to be mitigated with a 5" laurel oak, a 13" laurel oak, a 4" laurel oak, a 6" laurel oak and a 5.5" laurel oak on site. The vote was called and Board Members Mears, Shaughnessy and Permenter voted for the motion. Board Member Owens abstained from voting since he did not inspect the property. 4.B. Tree Removal Application: The Board made changes to the Tree Removal Application and requested that an updated version be brought to the next meeting. 6. Reports and Announcements Chair Mears requested that the following topics be included on the next meeting agenda: 1) Proposed List of Arborists; 2) Rejecting Inaccurate Surveys; 3) Discussion of Permitting Procedures; 4) Proposed Changes to the Ordinance; 5) Tree Removal Application Form; and 6) Vacancy on Tree Conservation Board. Chairs Mears advised that she would be out of town from March 21, 2003, to April 5, 2003. Board Member Shaughnessy advised that she would be out of town during the meeting scheduled for February 19. 7. Adjournment There being no other business or discussion, the meeting was adjourned at 8:32 p.m. Wr 1 .L ��1.d! Bar.ara Mears, Chair CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION JAN 1 4 2003 All applications must be submitted with seven (7) copies and received by 5 PM on the Friday ten (10) days prior to the scheduled meeting in order to be placed on the agenda. *INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. f'� iv'�LL __✓ UAL O � i% CO. � as1 -3aicy 1. ��1 / c /'/� l LL 7/ ��/ /Pr � Gig �� 9709-4/`/— APPLICANT NAME �DDSS TELEPHONE h' ,D ?� , ? 2 i i S 2. C o / 1.2 /7j (%)//- /- 44 /2-c_ 464 ? ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: CPAZs 7 ; ,a; r S /Alb-L e / 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? YES NO OT SURE 5. PROPERTY ZONING: RESIDENTIA. ) C OMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: SPECIES DIAMETER MITIGATION OFFICE USE ONLY INT.. EXT. LI 4/Rt rr�' • 1- (, ° 4-401.04. L,4ilt EL r 0A 1 1,44(J26. -I% �� 13 °I.,141/161.- OA* OA-�. 3 L�l ateL S y 044( Y'l g 1_40/1-g t, 0, t I2 DA avat.w f / 0 LA -Jti�- o�� l' / 14G-,Io c. /4 /5 `Diameter at Breast Height (D.B.H.) is measur a t 4.5 feet above grade. T a To determine diameter, measure the trunk circumference and divide by 3.14. Diameter of multi - trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. �. *` See attached diagram for determination of interior and exterior zones. 7. SITE PLAN/TREE SURVEY indicating: a)/ Location of topography features such as hills and low areas. • . b)/ Existing and proposed structures. c)7 Location of all trees with Diameter at Breast Height of six inches oi d)/ Tree species and sizes. e) ✓ .Trees to be removed should be clearly marked with an "X". f) . Trees to be preserved on -site for mitigation must be marked with brackets "[ ) ". g) Location, size and species of any proposed new replacement trees marked with a circle "O" • h) Location of utilities and easements as applicable. I) Location of trees to be preserved on -site with barricading noted. 8. ON -SITE .REQUIREMENTS: a) . All trees identified for. removal MUST be marked on -site by RED flagging, paint or tape. • b) All trees to be preserved on -site for mitigation MUST be marked with LUE • flagging, paint or tape. • c) The front property corners must be marked by stakes or paint indicating the Lot 9. * INCOMPLETE APPLICATIONS OR_ INACCURATELY MAR ICED SITES . WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES. OF THE CODE OF ORDINANCES OF ATLANTIC BEACH. .1 /3/63 • E-. 6...2......•( - J..:27....-,-- --, / .Applicants Signature Date ■....t.. ...- Ili t-r,--;"",,-4 // / 3/0 3 . O•ner's Signature .. Date • CITY USE ONLY: • • Tree Conservation Board C airperson Date ?i p o _ m D m Cxz �CZ� N --i 2 X/ 5 0 0 00 V) Z m cfl C - m mz pMZ m CD o 0r> -r1 , m D" x p O Z X O N . m DD° x -'n '-D O N rr11 o .. 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O iii SCALE: 1" = 20' 0 - 0 r N 7 N '2 "W 175.49' M p P . 4 m K D r 0 0D NN0 0 1 _ x C r n a a .� ° Z C CO .? > -8. A- 1 _ 4 (al It. LI } N c 01 C Z 0 . C r x Z d r ECIJ xr ' /'v9 -...1 m D OQ x j . w n n _ x O r . . 0 , V J _ C j IN •u ►�N x w c x z' 0 , 2 2, ° r X4 6. o �,` � ° ° D r Z A� s C x 1:,_ C --'I d - A _ r �^ Z . A O O ii -T1 O \ r x o ., x \ Or� O �o D I W O 0 S d ∎ -0 \odd 'a v C� . bc c - ,, / d 1Z �Z 8� 6N O o HICKORY LANE CUL -DE -SAC