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Permit 1937-1939 Mary St (vault) .JOB ADDRESS /V a 7/'3 9 ,?,z- TYPE ®R PROPERTY OWNER TELEPHONE CONTRACTOR TELEPHONE a 7-2-6-2// PERwT'NUAmER DATE S- q INSPEC77ONS.° F00777VG SLAB77EBE"BEAM LINTEL NALU7VGISHEATHVVG FRAMING/COVER UP INSULATION FINAL BUILDINGjq� 7 `�- CERT7FICATE OF OCCUPANCY P437-3i-e v 3 5- 1 Y� Fl 1F-'7WCAL PERMIT!# 8 3 2 BVSPECT7ONS ROUGH FINAL NCP3-7 MECHANICAL PERMIT# f' �' �l-�► % 7�1 ' EVSPEC77ONS ROUGH FINAL i q 3-7- 3 PLUMBING PERMIT# /M 7 -3 INSPECTIONS ROUGHIUNDER SLAB - l TOPOUT i WATERAEWER FINAL y q3-7 NOTES: r _ s—el 3_S'L 12-- �-� C��t�r- Qin��'l¢� ��` �►'.s�3 _ o��� 4AG�' '1�12�g3 yAfi�' fiZ9�fiZ 1 b �IGGZ�S S4gC fi4 yAR -- fi�54� R S��yZy �1_ycg1 2 ��$4ARB AfiyA�fi -" Sfi ylG�fi ZfiY p� 1 tiv GJ% C .- 19� UfiSZy$ figZG ZED SRAGfiO`� ' 2�61_gpg46�y$CfigZG C 11 y3� jjj% 4AR ���•. ""-- C�' yB SAGO _- A44y C4�,4y _ ''- y�g fiS AlY4�QfigS PREPARED 2/18/03, 8:42:24 INSPECTION TICKET PAGE 3 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 2/18/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1937 MARY ST SUBDIV: TENANT, NBR: INSTALL SCREEN ROOM CONTRACTOR TROPICAL ENCLOSURES INC. PHONE (904) 241-2298 OWNER : KEOUGH, ANN MARIE PHONE (904) 372-0239 PARCEL . 172361-0000- - APPL NUMBER: 02-00025333 SCREENED ENCLOSURE ------------------------------------------------------------------------------------------------ PWIT: BLDG 00 BUILDIX PM)DE REQUESTED INSPRIPTION TYP/SQ COMPLETED RESULTLTS/COMMENTS 16 01 2/18/03 LJHINAL TIME: 17:00 _JL4- �7___ , 2298 DAVID DIDN'T SPECIFY AM OR PM -------------------------------------- COMMENTS AND NOTES -------------------------------------- i CITY OF ATLANTIC BEACH st1 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 v "~ INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029157 Date 10/20/04 Property Address . . . . . . 1938 MARY ST Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ --- --------------------- MANN, CHARLES KIMBALL PLUMBING INC 1938 MARY STREET 807 ST. JOHN' S BLUFF ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 (904) 721-1546 ----------- ------ ------ ----------------------- - ---- -------------- ----------- Permit . . . . . W/W/O PLUMBING PERMIT Additional desc . . Permit Fee . . . . 224 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . 0 Fee summary Charged Paid Credited Due -- --------------- ---------- ---------- ---- ------ ---------- Permit Fee Total 224 . 00 224 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 224 . 00 224 . 00 . 00 . 00 PERMIT tR::ONLYINACC ITALLCn"y OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDIN a BUILDING OFFICIAL CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 Permit Number: 20397 Address: 1937 MARY STREET & 1939 Permit Type: FENCE ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 24 Proposed Use: SINGLE FAMILY Lot(s):9 Block: 3 Section: Square Feet: Subdivision: LEWIS Est. Value: Parcel Number: Improv. Cost: 300.00 Date Issued: 7/18/2000 Name: KEOUGH, ANN-MARIE & DURAN, JUAN Total Fees: 10.00 Address: 1937-39 MARY STREET Amount Paid: 10.00 ATLANTIC BEACH, FL 32233 Date Paid: 7/18/2000 Phone: (000)000-0000 Work Desc: ERECT CYPRESS BOARD ON BOARD 6-FOOT FENCE PROPERTY OWNER PERMIT 10.00 NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. PAILP JUL 2 4 2000 �w .w.. $10.80 14 v--�. Date: 7/24*y *Ajt 675828 ATLANTIC BEACH BU LDING DEPT. CHECKS 739 80100003221698 CCli!i I1 CITY OF ATLANTIC BEACH City of Atlantic Beach APPLICATION FOR FENCE PERMIT &Ilding and Zoning Owners �/�� r�-',,. p1lG'r? f�tJT4/� Phone 2y2-2&S<? Address 113-7-1-19,?Yft r Lot � _Block and/or Unit# 3 Subdivision !c GUMS Contractor if Different From Owner 101A Valuation of Fence Corner or Interior Lot mer{010— Type 10-Type of Construction C% O 55 6--Ce'e & Attach Survey Showing location and height of fence as well as location of street(s). Owners Signature C� Contractors Signature MAP SHOWING BOUNDARY SURVEY OF �5 Z %2 OF BL 0 CK _AS SHO WN ON MAP OF �- o r 9 G�wis .�c�fjDi✓�s�o�l AS RECORDED IN PLAT BOOK 2`f PAGES 2'- OF THE CURRENT PUBLIC RECORDS OF DUVAL CO. FLA. CERTIFIED TO: 4AW- aAl;'lEr kr;-0,16,11 C W-6-X JIUA� f'6)L/Inn C�D(?/'�i�t- A "'4^J TICUk' 7" Cf/cic�cf/ ,QoAo l�o',e w� o L a 7- �o v h f DO• OV FENCE , F,vp. 4'ice #3672 438' +� o� # 3857 M / .c%aTaERc� CIO Som i a Q ✓ pO I O�LOT � �, '• N■■■ 47.e ' sEl �. UNk COQ 5 O 4eF nail 3 . eoNc. Sef Yz `V ddsk.03857 O �o pgRrYw4l[ 1. v VC 3. lk lk N o' 3x3' .,1 AllIlk" v oD 3o✓rN�2ty /z o 0.3' PAc yo. V °00 W oa L.OTGJ W �FiBER4LdSs> �� O 01IN 9EA1CgA4 I)eK /S FF.E, OA/ no 407- (/3.50) / e4EVS. LIRE 9NOAIAI TNdS (�-4 ANO R45FER TO' Al.Q.V. V4r4l,%4 9F/�12dJ MEAL V STREE l50'.P/Gv) HERE MA BE DDITIONALL E e ENTSS+ND/OR V�TRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS ON THIS COUNTY. THE GOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE AS SHOWN ON FLOOD INSURANCE RATE MAP V41 E FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED B-/5-BMJ ALL AMERICAN SURVEYORS, INC. LM/D SURVEYORS - 8T89 %4N JOSE 8LM, SURL' 30! - JACKSOWUX, f10RIDiA 32217 - 90,f/739-2217 L THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE = S SUPERVISION AND DIRECTION, THAT THERE ARE NO ENCROACHMENTS —4 CONC - CONCRETE P.R.M. = PERMANENT REFERENCE EXCEPT AS SHOWN AND THAT THE SURVEY SHOWN HEREON MEETS - CON MONUMENT PERMANENT MONUEM THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA I.P.UON. - IRON PROD P.C. - POINT OF TANGENCY CH CHAPTER OARD F472 027 / CHAPTER 61G17-6,SIONAL SURVEYORS FLORIDA,MAPPERS PURSUASTATUES. TO ALL CH - CHORD P.R.C. - POINT OF REVERSE CURVE AMERICAN A ARC LENGTH P.C.C. - POINT OF COMPOUND CURVE SURVEY NOT VALID UNLESS EMBOSSED BY SEAL SURVEYORS, R RADIUS D.R.L. - BUILDING RESTRICT*N JAMES D. HARRISON, JR., No. 2647 ((((SACT.) - ACTUAL LINE INC. lR/ : T U.D.E - URADIALUNOOBSTRUCTED DRARAGE - CENTER UNE L.S./ - LAND SURVEYOR NUMBER SCALE 20 R/W = RIGHT-OF-WAY P.I. PONT OF INTERSECTION _S -x- - FENCE EOW = EDGE OF WATER - (W) WITNESS TOB = TOP OF BANK DATE 8'lfl pR1 A REGISTE D SURVEYOR AN PPER _8 e CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD J ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025376 Date 1/13/03 Property Address . . . . . . 1937 MARY ST Tenant nbr, name . . . . . . ADD OUTSIDE GFI & LIGHT Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation 0 Owner Contractor -------------------- ---- ------------------------ CRAWFORD ELECTRIC P.O. BOX 51045 JAX BEACH FL 32240 (904) 241-5591 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . 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 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 CITY OF ATLANTIC BEACH, FLORIDA APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR DATE: 20 O 2— IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED M THE FOLLOWING,WE HEREBY AGREE TO PERFORM SAID WORK M ACCORDANCE WITH THE ATTACHED PLANS AIJD ECIFICATIONS,WHICH ARE A PART HEREOF, AND M ACCORDANCE W�TH THE ELECTRICAL REGULATIONS,CODESATS ANT199EACH ORDINANCES, ELECTRICAL FIRM: SER ELECTRICIAN SIGNATURE: OWNERS NAME: U �ADDRESS: 7 3�J��hi�y `�� RFD BOX_ BLDG. SIZE BETWEEN: RES.( ) APT.( ) COMM.( ) PUBLIC( ) INDUS.( ) NEW( ) OLD( ) REW-( ) ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) SQ.FT, SERVICE: NEW INCREASE REPAIR( CONDUCTOR SIZE AMPS: COPPER ALUM.( ) FEES SWITCH OR BREAKER AMPS PH W I VOLT RACEWAY lis! z3� 7-7 EXIST. SERV.SIZE 5 AMPS f PH 3 W V OLT 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. I OVER APPLIANCES I BELL TRANSF. AIR H.P.RATING H.P.RATING I 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 UNDER 600V OVER 600V TRANSFORMERS: NO, IKVA NO. IKVA NO.NEON TRANSF. NO VA MA MOTOR SIZE I SWITCH [FLASHERS EACH SIGN U Q rn m S �aLL d L a V LL 030 6l. Z 0 o Z astrN Z da _ O e •v a L ul 15 cn 6 z LL. C U °d CL p� 0 o Y 6 � z LANT�`, cv _ 0RIOP OF ADDITIONS or CORRECTIONS , D• NOT REMOVE JOB ADDRESS � DATE v _ des I THIS JOB HAi NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. l9J/_w/UG MAP SHOWING BOUNDARY SURVEY OF Te %Z Di BLOCK _SAS SHOWN ON MAP OF L or G AS RECORDED /K PUT BOOK &..PA(K5�_Of Ywr cuRRfNT_Puste RECORDS or DWK Co. nA c£RT/m To: �v-MARit� /aEX *�K &QAllr( e2e~o*rJl.v/ PeRsaas 4 SANK.STn-'l G'Nd�CN .�d•IG ldo.%f w) L o r io h ♦9ri9f 9�+��• �aa�M•a � �'! aNa N 1169/. 6 O �,ep�� Q 9AvnMrRL/ %t OAa' /.10 90� V v P iN wry M l�/�NrOIAi� ir, r'�sos SOD. DO g L or g MECF1 ED Bs�cvMagAtK.0 KKt. ou 00) e'T7,�.Ti i` i �I/p�� N are j SQI7VM oI 0 f-/ MEAN City of Atlanti Buildin , each and Zo iing tar.I,� a/ • 455.4,'S•bd-+o�iyi o ��i►�r¢�wo iq�iws�s,[iL956�`ONl?d3,-urbFisL� ON YM!$URWY MAT MAY K FOUND W 04 Oubut TI90O ON TMS COUNTY. N ON r6DOp AAT[YA/ s7I/ IOR TM!Cm Ov ucNSONMui TION j j;� ALL AMERICAN SURVEYORS, INC. L40 SUW- M-Hsr am AW AW XM Ml -,wwaaww t1. 0WM AMY- no/1.0-ow �.�" TMF AOoVeywOS Mn sumv" v"m MY Revomsou _ �rtc�tw AlO oweepow.TwY v1MOK AIK NO a+aealcwoNTs '_. Owe .gogo.-Cam.e. PAS..- .lgq•a¢ exon M w wo Aro TIMI TK slxa�cv sNowN AKRON men a m .■owleaw ryNr "woom 7rc*am 4TMJDws06 S[T iO1M11 w TNF ngpgi u. -skew Pot A.T. ..err a.ewoor+ NOW tl►MlOria>WONA�suIKYONs rq WY�M/ppt� IIA4SUNVr TO Au e•A. - MON■" A.O, •PW cum CIIAIrrFA 471.027!tNAPIER fTOi7-s,fWQ♦a.SSTATira T .aox. .A.e.-war gr ao�w AMER1Cti e .Nw Lam A.ae.-vw6 s oo,.a..°1r�` a swwKT►ADT w Inresa twossEo aY sFx SUJ1 NEi'O�TS ft^Tvac . ,or D. + +� Iw. srw> /NC. *Am MOW ! E .OWN we LR! +we WIM"M A Styr +20 ylr .feaR-fp-wY va •vetw q �IbI er A —9 -.`- -ri.et AaM •Ole[ Wfdl rl. 9Z5 s>i./ FYA a r. SF' tar01EIP goo AiO. �- Z00/Z00'a SOOT# uoe XKr 111yax NOSIVM fC869bZ606 Of:fT 000Z,60'HVX WATSON REALTY CORP 1326 SOUTH THIRD STREET JACKSONVILLE BEACH, FL 32250 PHONE# : ( 904 ) 249 - 8261 ( 800 ) 810 — 82 61 FAX# : ( 904 ) 246 -4873 E MAIL# : WATSONBCH@AOL . COM FAX TRANSMITTAL DATE : c3 80 TO : 402,;,q FAX# :r—xle1 2 — PHONE# : ,, tlg FROM: NUMBER OF COPIES : MESSAGE : NOTICE THIS MESSAGE IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OF ENTITY TO WHICH IT IS ADDRESSED. AND MAY CONTAIN INFORMATION THAI IS PRIVILEGED, CONFIDENTIAL AND EXEMPT FROM DISCLOSURE UNDER APPLICABLE LAW. IF T}tE READER OF THIS MESSAGE IS NOT INTENDED RECIPIENT. OR THE EMPLOYEE OR AGENT RESPONSIBLE FOE DELIVERING THE MESSAGE TO THE INTENDED RECIPIENT, YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, DISTRIBUTION OR COPYING OF THIS COMMUNICATION IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS ORIGINAL COMMUNICATION IN ERROR, PLEASE NOTIFY US IMMEDIATELY BY TELEPHONE. AND RETURN THE ORIGINAL MESSAGE TO US AT THE ABOVE ADDRESS VIA THE U.S.POSTAL SERVICE. THANK YOU 300/T00'd BZZT# HOH XVP ;SIIV3tt NOSIVM £L""36 06 OE:£T OOOZ,6Z"dVX CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION` LOCATION aNFORMAT#ON Kermit Number: 18238 Address: 1939 MARY STREET Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: TOWNHOUSE Lot(s): Block: Section: Square Feet: Subdivision: LEWIS Est. Value: 60,000.00 Parcel Number: Improv. Cost: . OWNER INFORMATION Date Issued: 5/19/1999 Name: RODGERS BUILDERS Total Fees: 60.50 Address: 794 FOXRIDGE COURT DRIVE#109 Amount Paid: 60.50 ORANGE PARK, FLORIDA 32065 Date Paid: 5/19/1999 Phone: (904)272-6211 Work Desc: INSTALL PLUMBING IN NEW HOME CONTRikOTOR S APPIaGATION FEES GATOR PLUMBING OF ORANGE PARK PERMIT 60.50 __ UNDER SLAB PLUMBING ROUGH PLUMBING SEWER TOPOUT FINAL NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. \ j $68.58 14 ATLANTIC BEACHBUILDIN DEPT. Date: 5/28!99 81 Receipt: �SB445 88188883221888 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826- Fax: 247-5877 PLUMBING PERMIT PERMIT€INFORMA11ON LOCATION INFORMA'I`1rON Permit Number: 18237 Address: 1937 MARY STREET Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: TOWNHOUSE Lot(s): Block: Section: Square Feet: Subdivision: LEWIS SUBDIVISION Est. Value: 60,000.00 Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 5/19/1999 Name: RODGERS BUILDERS Total Fees: 60.50 Address: 794 FOXRIDGE COURT DRIVE#109 Amount Paid: 60.50 ORANGE PARK, FLORIDA 32065 Date Paid: 5/19/1999 Phone: (904)272-6211 Work Desc: INSTALL PLUMBING IN NEW HOME CO RACTO 'S RPPi [C/kTtON FEES GATOR PLUMBING OF ORANGE PARK PERMIT 60.50 - `4t�s , low. uir+ed UNDER SLAB PLUMBING ROUGH PLUMBING SEWER TOPOUT FINAL NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ( , d� $0.5614 Date: 5/28/99 81 Receipt:: U58441 ATLANTIC BEACH BUILDIN CASH 88188883221888 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: rwz S' OWNER OF PROPERTY: gT u- (o)C-1 r��s PLUMBING CONTRACTOR: C� +T, � � C�' 1 ���C(~ �4 �C CONTRACTOR'S ADDRESS: -/ �y�j��' '�-�P ''`` y l G E� STATE LICENSE NUMBER: Gf- v773 TELEPHONE: Oef HOW MATY OF THE FOLLOWING FIXTURES INSTALLEDO._- / SINKS ASHOWERS LAVATORIES / WATER HEATERS QZ BATH TUBS DISHWASHERS URINALS 1 DISPOSALS 3 _CLOSETS / WASHING MACHINES FLOOR DRAINS SHOWER PANS OTHER �/ TOTAL FIXTURES:_�___w X 3.50 + $15.00, o''�;_b MINIMUM PERMIT FEE - $25.00 SIGNATURE OF OWNER.- SIGNATURE WNER:SIGNATURE OF CONTRACTOR: -------------------------- ------ --------- ------------------------- INSTALLATION OF PLUMBING AND IFIXURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. ZO'd dLt = £O 86-£Q-vac CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: &/Z4 571�n OWNER OF PROPERTY: DCS' PLUMBING CONTRACTOR: �� tT u2 Pc-, ,C�, _� CONTRACTOR' S ADDRESS: /'�av��i - L pJ4 � '`��"�fA� -)L 041-1 STATE LICENSE NUMBER: G L��(v�73 TELEPHONE:��e� �` -- HOW MAVY OF THE FOLLOWING FIXTURES INSTALLED SINKS I-e— SHOWERS LAVATORIES --L—WATER HEATERS `_BATH TUBS 1 DISHWASHERS URINALS DISPOSALS CLOSETS / WASHING MACHINES ,FLOOR DRAINS SHOWER PANS OTHER ­_el& TOTAL FIXTURES: X 3.50 + $15.001 o, S-o MINIMUM PERMIT FEE s $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: 4?�a>w O'L---v INSTALLATION OF PLUMBING AND FIXT ES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. dL1 = E0 86-£O-da1 10' d CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 -_ ---PERMIT INFORMATION , _-_ � _ LOCATION INFORMATION INFORMATION - --- - - ___T_ ------- PermitNumber: 19045 Address: 1937 MARY STREET Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: TOWNHOUSE Lot(s): Block: Section: j Square Feet: Subdivision: LEWIS SUBDIVISION Est. Value: 60,000.00 ,Parcel Number: Improv. Cost: _ OWNER INFORMATION Date Issued: 10/27/1999 Name: RODGERS BUILDERS Total Fees: 43.00 Address: 794 FOXRIDGE COURT DRIVE #109 Amount Paid: 43.00 ORANGE PARK, FLORIDA 32065 Date Paid: 10/27/1999 Phone: (904)272-6211 Work Desc: 1 H/P 2 TON, 1 A/H 22,800 BTU --- ---- --- CONTRAGTOFtLS} . APPLICATION.FEES MCGOWAN'S HEATING & AIR COND. PERMIT 43.00 i ,"its r�ectrons Required" _-_ i i I NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION r_BU­IL_DING 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" j ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $43.0014 Date: 10/27/99 01 Receipt: 0086920 001908 1865 A NTIC B AC B IL G DEPT. 80180003221808 CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 PERMITINFORMATION _�_ LOCATION:INFORMATION Permit Number: 19046 Address: 1939 MARY STREET Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: TOWNHOUSE Lot(s): Block: Section: Square Feet: Subdivision: LEWIS j Est. Value: 60,000.00 Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 10/27/1999 Name: RODGERS BUILDERS Total Fees: 43.00 Address: 794 FOXRIDGE COURT DRIVE#109 Amount Paid: 43.00 ORANGE PARK, FLORIDA 32065 Date Paid: 10/27/1999 Phone: (904)_272-6211 Work Desc: 1 H/P 2 TON, 1 A/H 22,800 BTU — CONTRACTOR(S) � - APPLICATION FEES MCGOWAN'S HEATING & AIR COND. PERMIT 43.00__ j --ins -_tlons'Regrr�red I p- — I NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24LTOURS PRIOR TO INSPECTION FIBUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND j 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 I FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. _ $43.0014 AT NTIC BEACH, UILDING PT.__ Date: 10/27/99 01 Receipt: 0006920 CHECKS 18565 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ��Q% ATLANTIC BEACH, FLORIDA 32238 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. '• (q-a"1 LOCATION Street Address:_ OF Intersecting Streets: Between And BUILDING Sub-division 1 II. IDENTIFICATION — To 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 attaclLed plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good.practice listed therein. Name of MechanicalMcGowan' s Heatinca & Air— Contractors Contractor (Print) Cond. Inc . Master CACO-18970 Name of M-48 Property Owner Sfynafuro of Owner Signature of or Authorized Agent rchitect or Engineer III. GENERAL INFORMATION A• Type of hosting fuel: E3. IS OTHER CONSTRUCTION BEING DONE ON uric THIS BUILDING OR SITE? ❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION } C) Oil PERMIT ❑ Other -- Specify b IV. MLCMANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK e (Provide complete,list of components on back of this form) Residential or ❑ Commercial Heat ❑ Space, ❑ Recessed '* Cental O Hour New Building �11 Air Conditioning: ❑ Room * Control ❑ Existing Building Duct System: Motorial Thickness ❑ Replacement of existing system Maximum capacity do c.f.m. New installation(No system previously Installed) ❑ Refrige,ation O Extension or add-on to existing system Cl Cooling tower: Capacity 9•Pan. ❑ Other— Specify ❑ Fire, sprinklers: Number of head= ❑ Elevator ❑ Manlift ❑ Ewalator (number) ❑ :sawing pumps (number) THIS SPACE FOR OFFICE USE ONLY (Reoahres�) Q. tank= (number) Remarks ❑ LPG contains, (number) ❑ Unfired pressure vessel ❑ swim Permit Approved by Date ❑ Other — Specify Permit Fe, LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Unita Description Model Number Manufacturer (�jy A� 1T 7y BEATING - FURNACES, BOILERS, FIREPLACES Number Unitscq"ty A"90"W Descriptim ][oriel Number Hanufaabaw TANKS now many and�Dlmendfons� Tie d Name of Serial Approving Contained Manufacturer No. .. BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH l �D �� ATLANTIC BEACH, FLORIDA 82288 APPLICATION FOR MECHANICAL PERMIT CALL-INN MBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. 1. LOCATION Street Address:-1`n / 3(? U C•& OF Intersecting Streets: Between And BUILDING Sub-division 101� II. IDENTIFICATION — 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 Jacksonville ordinances and standards of good.practice listed therein. Name of Mechanical McGowan r s H e a t i n a & Air— Contractors Contractor (Print) Cond . Inc . Master CACO-18970 Name of M-48 Property Owner Signature of Owner Signature of or Authorized Agent rchitect or Engineer III. GENERAL INFORMATION A. Type of Mating fuel- B. IS OTHER CONSTRUCTION BEING DONE ON Electric THIS BUILDING OR SITE? ❑ Gu—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT (QJ ❑ Other — Specify f IV. MICMIWICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK e (Provide complete list of components on back of this form) Residential or ❑ - Commercial T Heat ❑ Space ❑ RecessedControl O Floor New Building Air Conditioning: ❑ Room �OCenttrol ❑ Existing Building Duct System: Material Thickness ❑ Replacement of existing system Maximum capacity c.f.m. �D New Installation(No system previously Installed) - ❑ Refngeahon ❑ Extension or add-on to existing system ❑ Other— Specify ❑ Cooling tower: Capacity 9-pin. ❑ Fire sprinklers: Number of heads ❑ Elevator ❑ Menlift ❑ Escalator (number) THIS SPACE POR OFFICE USE ONLY ❑ :Gasoline pump (number) (Roosired) Q• Tanks (number) Remarks ❑ LPG contain*K (number) Q Uefired pressure vessel � Permit Approved by De C3 BOOM +� Q Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Capacity App Nwnber Units DescniPtioa Yodel Number Manufacturer (Tons) J11 144E 740715-a-L MATING - FURNACES, BOILERS, FIREPLACES Ce Number Units rlption Model Number Haauufactum (NM) A9111111111111117 JAZIJETT '23a M)TANKS How Many Naminal Capacity 7Yrpe L4uId Name of serial Approving and Dimensions Contained Manufacturer No. Agency /� � nnCITY OF �tC J3 - 9k Office of Building Official REQUEST FOR I SPE ON - , Date `�-' __- Permit No./Ti Time ... A.M. �C-- Received __P.M. Ja ress Local'''` n Owner's Name —Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing L Rough Wiring n Rough Air Cond.& L Re Roofingu Slab L Temp Pole a Top Out Heating Insulation L Lintel Final L Sewer U Fire Place C: Pre Fab READY FOR INSPECTION Morn. Tues. Wed. h --- A.M. Inspection Mad 19 _P Inspector Final Inspection r1 Certificate of Occupancy Date �__ CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233- Tel: 247-5826 - Fax: 247-5877 ELECTRICAL PERMIT i PERMIT INFORMATION LOCATIONINFORMATION Permit Number: 18322 I Address: 1939 MARY STREET Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: TOWNHOUSE Lot(s): Block: Section: Square Feet: Subdivision: LEWIS Est. Value: 60,000.00 Parcel Number: Improv. Cost: OWNER INFORMATION.' Date Issued: 6/03/1999 Name: RODGERS BUILDERS Total Fees: Address: 794 FOXRIDGE COURT DRIVE#109 Amount Paid: ORANGE PARK, FLORIDA 32065 Date Paid: 6/03/1999 Phone: (904)272-6211 Work Desc: CS2/0 150AMPS 1 PH 3W 240V ALUM - NEW SERVICE f CONTRACTORfS) APPLICATION FEES HUNTER ELECTRIC PERMIT $45.00 @?�$xx� I II I ' II II � 'Inspections Required:. ROUGH ELECTRIC FINAL ELECTRIC NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I $45.0814 Date: 6/84/99 81 Receipt: M61973 1 ATLANTIC BEACH BUILDING DEPT. CHECKS 17524 88188883221888 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORMATION.- Permit NFOR 1AATION.Permit Number: 18321 Address: 1937 MARY STREET Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: TOWNHOUSE Lot(s): Block: Section: Square Feet: Subdivision: LEWIS SUBDIVISION Est. Value: 60,000.00 Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 6/03/1999 Name: RODGERS BUILDERS Total Fees: 45.00 Address: 794 FOXRIDGE COURT DRIVE#109 Amount Paid: ORANGE PARK, FLORIDA 32065 Date Paid: 6/03/1999 Phone: (904)272-6211 Work Desc: CS2/0 150AMPS 1 PH 3W 240V ALUM - NEW SERVICE CONTRACTOR S APPLICATION FEES HUNTER ELECTRIC PERMIT 45.00 Ins . 'ctions'Required ROUGH ELECTRIC FINAL ELECTRIC NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. `1 $45.88 14 °—�- Date: 6/84/99 81 Receipt: 8861973 ATLANTIC BEAP,HB-UILDINCG- DEPT. CHECKS 17524 88188883221888 CITY OF 4&m4c BaacA- Office of Buildin Official REQUEST FOR I SPE ION _,�_ Permit No.� V 43 Date ��_�� -- Time A.M. Received _ P.M. Job es y Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing 11 Rough Wiring C7 Rough Air Gond,& Re Roofing ❑ Slab Temp Pole C1 Top Out t Heating Insulation C7 Lintel Final ❑ Sewer Fire Place ❑ Pre Fab READY FOR INSPECTION----,, A.M. Mon. Tues, Wed. Thurs. Friday �j A.M. inspection Made __ _ , { A,M Final Inspection Inspector_ Certificate of Occupancy E! Date Feb-24-99 02 : 14P City Atlantic Beach 904 247 5805 .01 CITY OF ATLANTIC BEACH, FLORIDA Aov.cv.acv APPLICATION FOR ELECTR! AL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:._./—"T 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH T E ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN-ACCORDANCE WITH THE ELEC. RICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE 1�� mg �Y1 4 .� NAME l ADDRESS:, ,,.,RFD BOX BLDG.SIZE BETWE N: RES.X) 'APT. ( ) COMM. ( ) PUBLIC ( ) INDUS. ( ) NEWK OLD ( ) REW. ( ) ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS I I SO. FT. SERVICE: NEW INCREASE ( I REPAIR { } FEE CONDUCTOR SIZE Z O AMPS SO COPPER I ALUM.,K) a SWITCH OR BR AKER Sa MPS PH2Y Z ovO T R CEWAY / EXIST.SERV.SIZE AMPS PH W VO T1 RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMP9, �1•t00 P$. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED O.i00 AMP$, I OVER APPLIANCES BE LL TRANSF. AIR H.P. RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CIL HEAT: KW-HEAT 0.1OVER MOTORS H.P. VOLTAGE PHS N0. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 60OV. NO. KVA NO. 1KVA NO.NEON TRANSF. NO. VA. MA. [ MOTOR SIZE SWITCH I FLASHER EACH SIGN FORWARDED TOTAL FEES /01)_1 I Feb-24-99 02 : 15P City Atlantic Beach 904 247 5805 P . O2 MOTORS H.P. VOLTAGE PHS. NO. H.P. VOLTAGE- PNS $ SIGNS N0,NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN INCANDESCENT LAMPS TIME SWITCH FLUORESCENT LAMPS DISCONNECT h UMBER SIGNS RECONNECT N JM13EFI SIGNS MISCELLANEOUS WELDERS: PRI. PRI. TRANSFORMER TYPE NO. AMPS PHS NO. AMPS PHS G MOTOR NO. H.P. VOLT PHS AMP GENERATOR NO. K.W. VOLT AMPS TRANSFORMERS: UNDER 800 V. OVER 800 V NO. KVA N0. KVA FE ORWARD UTILITIES: CITY ( ) FLA. LIGHT&POWER { 1 CLAY COOP. ( ' ► REA( } OKEFENOKEE ( ) OTHER { ) 717 1, vyn• e , WORK BEING DONE FOR ADDRESS 3 OWNER •AGENT•GENERAL CONTRACTOR rzeb-24-99 02 : 14P City Atlantic Beach 904 247 5805 P.01 CITYANTIC BEACH, FLORIDA OF ATL 1 Approved by APPLICATION FOR ELECTR! AL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE.-- _ 39 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WOSK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH T A E ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN-ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. i4i�X_L / lC ELECTRICAL FIRM: MASTER ELECTRICIAN SI'GNA' 'URE JOURNEYMAN 71 IgJ NAME ADDRESS:_, 9 �Y' a RFD BOX BLDG.SIZE BETWEEN:— RES. ETWE N:RES.tj({ APT. ( ) COMM. ( ) PUBLIC ( ) INDUS. ( ) NEW OLD{ ) REW. ( ) ADDITION ( I TRAILER ( ) TEMP. ( ) SIGNS ( ! SO. FT. SERVICE: NEWJ0 INCREASE ( I REPAIR { ) FEE CONDUCTOR SIZE Z D AMPS So COPPER I ALUM. l S Ov /Za SWITCH OR BREAKER �0 AMPS PH W Z.00 VOLT RACEWAY v EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS, 3I.100 AMPS, SWITCHES INCANDESCENT FLUOR ESCSNT&M.V. FIXED 0.100 AMPS. OVCR APPLIANCES BELL TRANSF, AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CIL HEAT: KW-HEAT O.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600'/. NO. I KVA I.I I NO. 1KVA NO.NEON TRANSF. NO. VA. A. MOTOR SIZE SWITCH I FLASHER EACH SIGN FORWARDED TOTAL FEES N •► CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION "' LOCATION]NFORMATIQN Permit Number: 18238 Address: 1939 MARY STREET Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: TOWNHOUSE Lot(s): Block: Section: Square Feet: Subdivision: LEWIS Est. Value: 60,000.00 Parcel Number: Improv. Cost: OWNER INFORMATION> Date Issued: 5/19/1999 Name: ROOGERS BUILDERS Total Fees: 60.50 Address: 794 FOXRIDGE COURT DRIVE#109 Amount Paid: 60.50 ORANGE PARK, FLORIDA 32065 Date Paid: 5/19/1999 Phone: (904)272-6211 Work Desc: INSTALL PLUMBING IN NEW HOME GON.TRACTOR S APPLICA0.TI0N FEES GATOR PLUMBING OF ORANGE PARK PERMIT 60.50 Ins ions aired. UNDER SLAB PLUMBING ROUGH PLUMBING SEWER TOPOUT FINAL NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Date: 5/28/9901 Receipt: 8858445 ATLANTIC BEAC BUILDM3, DEPT. CASH 88188883221888 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 - Tel: 247-5826- Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION.11 LOCATION.'INFORMATION Permit Number: 18237 Address: 1937 MARY STREET Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: TOWNHOUSE Lot(s): Block: Section: Square Feet: Subdivision: LEWIS SUBDIVISION Est. Value: 60,000.00 Parcel Number: Improv. Cost: OWNER]NFORMAT1ON: Date Issued: 5/19/1999 Name: RODGERS BUILDERS Total Fees: 60.50 Address: 794 FOXRIDGE COURT DRIVE#109 Amount Paid: 60.50 ORANGE PARK, FLORIDA 32065 Date Paid: 5/19/1999 Phone: (904)272-6211 Work Desc: INSTALL PLUMBING IN NEW HOME CONTRACTOR SAPPLICATION FEES: GATOR PLUMBING OF ORANGE PARK PERMIT 60.50 Ins ions R uii�ed.. UNDER SLAB PLUMBING ROUGH PLUMBING SEWER TOPOUT FINAL NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION I I 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 I "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. $66-5014 Date. 5/28/99 81 Receipt: 8058441 ATLANTIC BEAC BUILDIN CASH 08188003221808 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 42 • Y / Hea au C.. Fo.-tagc V Garaoe/StiedlG per sq ov Carport, %Force_ 2-4? �� 'YT _per sq -fL:t = r Lec- i�� �_ per sq ft. = ( f✓ T ratio er sq ft = TOTkL i%ALU?:TIC Vic, d00 oQ Total 'Valuation 1st $ O n5e-1 Remainina Value $�/ per thousand or vortion thereof TOTAL BUILDING EEE + _ 4 Fiiina Fee S F1rep aCEs �d. X15 . OC: - /- BUILD-1N;_ PERM-1, _ FFr S, SEWER IMF?,CT FEE' S X1 .5"O. C?� WATER , ETER/TAP N FP E' i,C' SECTION H FLAV ING EL Is ,LOSS 0NNECT_ -'iv > ��) SUROfiAF�GE QCJSC' — �!T HEF. GRAND TOTAL DUE a �. A:i,)ITIO1;n'L PERMITS OR FEL r,evhanica F1, wTLb na _.mrinai , -- co e t I c Tar:}i_ uJP_ ---Y- S c;ri ��' _n1sn J'i oor Elevata on jui vey O rte1 CALCULATION. and/or rdOTE:: CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT WFORMATION �c�CA�IaN:�>ul±ol AT Permit Number: 18062 Address: 1937 MARY STREET Permit Type: TOWNHOUSE ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: TOWNHOUSE Lot(s): Block: Section: Square Feet: Subdivision: LEWIS SUBDIVISION Est. Value: 60,000.00 Parcel Number: Improv. Cost: 60,000.00 :OWNER INFORMATION€ Date Issued: 4/09/1999 Name: RODGERS BUILDERS Total Fees: 2,544.41 Address: 794 FOXRIDGE COURT DRIVE#109 Amount Paid: 2,544.41 ORANGE PARK, FLORIDA 32065 Date Paid: 4/09/1999 Phone: (904)272-6211 Work Desc: CONSTRUCT TOWNHOUSE - RADON 618 -&CHARGE 1264 _._.. . .. _ ........ .............. ... ..... ..... ..... .. ......... RODGERS BUILDERS PERMIT 450.00 WATER IMPACT FEE 390.00 SEWER IMPACT FEE 1,250.00 WATER METER/TAP 85.00 RADON GAS-H.R.S. 2.94 RADON CAB 5% 0.15 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 CONST.SURCHARGE 5.69 SCHARGE/ATL.BCH. 0.63 :mss . ctlorts€ , Hired.. .. FOOTING SLAB COVER UP FRAMING FINAL BUILDING CERTIF/OCCUPANCY INSULATION NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. L (j,%^— . a(1 Operator: WENDY Date: 4/21/99 81 Receipt: 8851243 AT TIC BEACH B ILDIN PT. Total Rayeent $2544.41 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX 247-5877 REMIT INFOI:tMATiON:: LIWAfiION INFORMATION Permit Number. 18063 Address: 1939 MARY STREET Permit Type: TOWNHOUSE ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: TOWNHOUSE Lot(s): Block: Section: Square Feet: Subdivision: LEWIS Est. Value: 60,000.00 Parcel Number: Improv. Cost: 60,000.00QtNNER:INFORMATtON Date Issued: 4/09/1999 Name: RODGERS BUILDERS Total Fees: 2,544.41 Address: 794 FOXRIDGE COURT DRIVE#109 Amount Paid: 2,544.41 ORANGE PARK, FLORIDA 32065 Date Paid: 4/09/1999 Phone: (904)272-6211 Work Desc: CONSTRUCT TOWNHOUSE- RADON 618 -SCHARGE 1264 COI�TRAC�OR S tTION FEES. RODGERS BUILDERS PERMIT 450.00 WATER IMPACT FEE 390.00 SEWER IMPACT FEE 1,250.00 WATER METER/TAP 85.00 RADON GAS-H.R.S. 2.94 RADON CAB 5% 0.15 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 CONST.SURCHARGE 5.69 SCHARGE/ATL.BCH. 0.63 ... pqcftrtsR Il�rec#. FOOTING SLAB COVER UP FRAMING FINAL BUILDING CERTIF/OCCUPANCY INSULATION NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. L. Operator: WENDY u,--- (—, Date: 4/21/99 81 Receipt: 8851244 Total Payment $2544.41 ATLANTIC BEACH UILDIN EPT. 19 a 7 I� 4 w. i,l (7tMANt;IAtPeltiilNG tt',a�.YM+ti p �f" Yt V7 I Book 9265 PU 2437 ('ff 110tice of Commencement (Iasi�ae IM OY14G1Yat To whom It ANY conctrn: The undersigned bmby Worms you that Improvements well be made to certain rut property, and In accordance with section 718.18 of the'Fiorkla Statutes,the following information Is stated In this NOTICE OF COICMZNC>MINT. _ Deatrlptfon of ytaperbr L Arc/v � .G ----------- ---------- -------�� ----•---- 0etmal devalptlon of Improvethents,i —-------------------------------_------------ __--. --_-----—-------------------- V Owner ------ ---- ` Address-- Q( , yyl_L�-!.. IL� .__4�/_��d:•-:t�_�jj..- - �R____L l�:__� aQ� Owner's interest ir►site of the lmproventgnt---- ��-_ d--- -.-- _----- Fee Simple Title holder(t1 other than owner)_..... !!-- -----------—---—--------------------------- Name —_- ----^-----^----._.....------------ ------------------------- -- Address— ---------------------------------------------------—--- ---_--- Contractor L2 �lL�n� �//rL��:'ae (1f�I+t Sly--- -•_•--•-_ -- ---- -- ------ -—-- '^--- Address__7_g �sr�,.a Y !��._.O.M surety fir any) ----------------•-----------------------------^-------------- Address of bond i----.-.- Name and address of any person making a loan for the eottutuction of the improvements. ...-----------—------------------- ----------- Adam" ----- ---Address --------------------------------•__-• ------------ Name of person within the State of Ftotids,other than himulf.dedgnated by owner upon whom notker or other documents may be served: Name 7t•Q4��,�,,sY --- ----�----------------/ -�------------------ -_. Address.L-t� 1 -�r�a_:�G.: Q 9_S !YII� 1L!M:Kk-, Q�is In addltlon to himself, owner designates the following person to receive a copy or the Lienee Notice as provided in action 738.06 (2) (b),7 n1o`rlldds Statutes. (Fill In at Owner's option). Name _._.^f�.t��.C�'�-a Q6t�SCl/�dS --------------------- ------- ---- `- -- Address„_!_1 J -------�- inks spAcr ran neCoapra•a use oNLY Dk s 9865 .~� _--'--L-=-� ----- Pgr 2437 Doc# 99097968 Filed d Recorded 04/!_1/99 51' I2s4 W P.M.; 'HENRY W. COOK Sworn to and subitribed before me this-------------- DUCALDU£RK CIRCUIT COURT �,-��_ 99 COUNTY,6.00 F4 -_------ day of_ ___. __.-._ 1I. .. REC. Z 5.00 � ``�� ��'tt--- i •- --- - --------- - - -------- wI,°r"g 1 ow.► £0•d 4868 Z N 5if12t1SN00 S213'-lam aWd 8t:40 Q3t4 66—tL-23d" FLOODPLAIN DEVELOPMENT_iaORMATION Location::_ 0,-J Type T- Type of Development:— t T 6?&<5 x Flood Zone: Required Lowest Floor Elevation:- If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection«rill be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. CONIM ENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Date Applicant's Signature�� Department Use: Required Lowest Floor Elevation___ As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Representative CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET a�pG %_ o�_..._ .. - _ - v"- i - - c1 I cc, L iGl_a ii a UQ4: on 1S:` _ ti F.emoini.:a Value ne _nGusan'd or :Gi 4"1Ci1 _iei eG TCTnL Bim'I LD T-?JG 7 l� r'<<p_ a.CE- SIS - 7.1m i••air rT �.+ �'v •l �� l.' �l SEWER FFF_ 00 4 TE.. _:r TE T 2 �I4,- — ' — _C GRAND TOTAL DUE AJL iT'7Q1vn- Pt,F,,1✓T? " Su ve CSL` LATIOJ ana% o_ CITY OF ATLANTIC BEACH Fixture Unit Worksheec for Water Impacc Fee FIXTURE UNITS ARE ESTABLISHED AS THE N.EASURE".ENT OF WAIS: DS_yyNU FOR EAC3 WATER FIXTURE UNIT INSTALLElD AND CONNECTED Tv SYSTLi. THE WATER SUP?LY CHARGE IS HEREBY FIXED AT PER FIXTURE UNIT CONNECTED TO THE CIS: WATER SYSTEx BATHROOM GROUP CONSISTING OF SER`IICS S:NK TRA? STAND WATER CLOSET, LAVATORY 6 BATH (8) TUB OR SHOWER STALL (6) WATER CLCS-77 WA-.M CLOSET, TANX OPERATED (G) VALVE OPE...TEJ (° 3ATx:v3/SHOVER (2) UR:NAL WALL ..:? (�) SHOWER GROUP PER HEAD (3) 1� SHCWZI STALL DON.ESTIC (2) LAUNDRY ` (2) LAVAint (1 ) S:.`!K ..'ND WASHING !'.ICHINE (3) PCT. sc"*L..L Y DISHWASHER (2) WASH SINK LAC: SE. C �YITC3EN SI:11C (Z) DEITAi. LAVATORY (i), 1ITC3FSi SINK WITH WASTE DENTAL UNI:' OR CUSPIDOR (L) GRINDEY (3) UR:NAL S TAL_, DID ET (L} T 'WASHOUT (u) FLUSHING 111M SINX (8) CON�iNATION SINK AND TRAY W:_ FOOD D7CPOS. (4) URINAL, M£STAL, SYPHON JET DRINKING FOUN"AIN BLOWOUT (2) LAVATORY. EARBER/BEAUTY ICE MAKER (I/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (_) _1 ---�JACUZ-7I (2) URINAL STALL, wASHOU T (4} TOTAL FIXTURE UNITS 1 E20.00 EAC:i $ © O JOB IFFOR.u.ATION 1 �/ WAY �"= PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: 1 g 3 7 g `C OWNER: 0Z2 Ce F/2S ('� D 5 [ 1. Determine Occupancy Classification of the structure. Select occupancy classification . which most accurately fits the use of the Building. (Chapter 63) [� 2. Determine actual physical properties of building. a. Determine building area each floor. (Area definition Chapter 132) Q [v� b. Determine grade elevation for building. (Grade definition Chapter 132) I JK C. Determine building height in feet above grade. (Height definition Chapter 62) © c,� [ d. Determine building height in stories. (Story definition Chapter 132) �! e. Determine separation distance from exterior walls to assumed and common D u„C [� property lines. (Property line definition Chapter 62) f. Determine percent of exterior openings per floor. / 41 3. Determine minimum Type of Construction necessary to accommodate proposed structure.TY106 r (Chapter 136) [ a. Determine maximum allowable heights and floor areas for Types of Construction 0 U/1 and Occupancy classification. (Table 8500) b. Check allowable height and area increases permitted. (Chapter 65) D c% [� 4. Check detailed Occupancy requirements. (Chapter 64) a L< [v)` 5. Check detailed Construction requirements [v]� a. Fire Protection of Structural Members (Chapter B6 &Table B600) [ b. Fire Protection Requirements (Chapter B7 and Table 8700) o C. Means of Egress Requirements (Chapter 1310) [4 d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) [ 6. Review design as related to standards. (Chapters B16-B26) [� 7. Check other requirements as necessary. p t/ [. a. Construction projecting into public property(chapter B32) [✓] b. Elevators and conveying systems (Chapter B30) [ \A' c. Sprinklers, standpipes and alarm systems(Chapter 69) v]' d. Use of combustible materials on the interior(Chapter 138) [ e. Roofs and roof structures (Chapter B15) ��• [ a/ f. Light,ventilation and sanitation (Chapter B12) D [ ] g. Other CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By: Don C. Ford, Building Olfficial don/sb.1 CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MFASURL-14ENT OF WATER DEMAND FOR EAC2 WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CH_.RGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTaX. _BATHROOM GROUP CONSISTING OF A SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) WATER CLOSET �_WATESt CLOSET, TANX OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOiiER (2) URINAL WALL L_? (4) :SHOWEIR GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) _LAVATORY (1) COMBINATION SINK AND T SAY (3) } WASHING MACHINE (3) POT, SCULLERY SINK (u) ' DISHWASHER (2) WASH SINK EACH SET OF FAUCETS ('_) jYITCxEt SIKK (2) DENTAL LAVATORY (1) .[ITCHFsi SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET URINAL STALL, WASHOUT (4) FLUSHING 1I24 SINK (8) COt'.BINATION SINK AND TRAY W17H FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) LAVATORY, SURGEONS (2) SURGEONS SINK. (3) JACUZZI (2) 0 URINAL STALL, WASHOUT (4) 1 TOTAL FIXTURE UNITS_ cj $20.00 EACH $ 3 ; 4, © O JOB INFORMATION S FORM 6obA-97 ' SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: -, -, -, 00000-0 PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1236.0 33.05 7354.0 Double,Clear W 1.3 14.5 20.0 36.99 1.00 736.6 Double,Clear N 1.3 14.5 15.0 19.22 0.99 286.8 Double,Clear E 1.3 12.5 9.0 40.22 0.99 360.1 Double,Clear W 1.3 5.5 20.0 36.99 0.92 680.9 Double,Clear N 1.3 5.5 15.0 19.22 0.94 271.9 Double,Clear E 1.3 5.5 20.0 40.22 0.92 740.0 As-Built Total: 99.0 3076.4 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood, Exterior 11.0 997.0 1.70 1694.9 Exterior 997.0 1.70 1694.9 Base Total: 997.0 1694.9 As-Built Total: 997.0 1694.9 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 40.0 4.10 164.0 Exterior 40.0 6.10 244.0 Base Total: 40.0 244.0 As-Built Total: 40.0 164.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 618.0 0.60 370.8 Under Attic 30.0 618.0 0.60 370.8 Base Total: 618.0 370.8 As-Built Total: 618.0 370.8 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 71.0(p) -37.0 -2627.0 Slab-On-Grade Edge Insulation 0.0 71.0(p) -41.20 -2925.2 Raised 0.0 0.00 0.0 Base Total: -2627.0 As-Built Total: -2925.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 1236.0 10.21 12619.6 1236.0 10.21 12619.6 Summer Base Points: 19656.3 Summer As-Built Points: 15000.4 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 15000.4 1.000 0.970 0.341 1.000 4966.0 19656.3 0.3573 7023.2 15000.4 1.00 0.970 0.341 1.000 4966.0 WA I Bann 600A 91 FORM 60OA-97 , WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: -, -, -, 00000-0 PERMIT#: BASE 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 1236.0 9.76 2172.5 Double,Clear W 1.3 14.5 20.0 10.77 1.00 215.6 Double,Clear N 1.3 14.5 15.0 14.30 1.00 214.5 Double,Clear E 1.3 12.5 9.0 9.09 1.01 82.3 Double,Clear W 1.3 5.5 20.0 10.77 1.02 219.9 Double,Clear N 1.3 5.5 15.0 14.30 1.00 215.0 Double,Clear E 1.3 5.5 20.0 9.09 1.03 187.8 As-Built Total: 99.0 1135.2 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood, Exterior 11.0 997.0 3.70 3688.9 Exterior 997.0 3.70 3688.9 Base Total: 997.0 3688.9 As-Built Total: 997.0 3688.9 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 40.0 8.40 336.0 Exterior 40.0 12.30 492.0 Base Total: 40.0 492.0 As-Built Total: 40.0 336.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 618.0 1.20 741.6 Under Attic 30.0 618.0 1.20 741.6 Base Total: 618.0 741.6 As-Built Total: 618.0 741.6 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 71.0(p) 8.9 631.9 Slab-On-Grade Edge Insulation 0.0 71.0(p) 18.80 1334.8 Raised 0.0 0.00 0.0 Base Total: 631.9 As-Built Total: 1334.8 INFILTRATION Area X BWPM = Points Area X WPM = Points 1236.0 -0.59 -729.2 1236.0 -0.59 -729.2 Winter Base Points: 6997.6 Winter As-Built Points: 6507.3 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 6507.3 1.000 0.982 0.487 1.000 3113.2 6997.6 0.5340 3736.7 6507.3 1.00 0.982 0.487 1.000 3113.2 1 nrulyt'.un, ' OCA I uini 600A 91 FORM 600A-97 r WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: -, -, -, 00000-0 PERMIT#: 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 3 2746.00 8238.0 50.0 0.86 3 1.00 2809.86 1.00 8429.6 As-Built Total: 8429.6 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 7023.2 3736.7 8238.0 18997.9 4966.0 3113.2 8429.6 16508.7 PASS 0I ZHE S '4 f�C�D WE'C���� . I n.+i ,�,..,,i i,• , Ph•A I ,ung 600A 9 FORM 600A-97 , Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: -, -, -, 00000-0 PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTSSECTION REQUIREMENTS FOR EACH.PRACTICE —_ _ -_ 1 CHECK_ Exterior Windows&Doors_ _6MA.ABC.1.1 Maximum:.3 cfm/sq.ft.window area;_5 cfm/N.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 late. __ 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 j 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 perimete_at penetrations and seams_ Recessed Lighting Fixtures606.1.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 _ I606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. ---- to __ ------ - -- — -� Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, i have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. COMPONENTS _I SECTION REQUIREMENTS _ CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit heat - breaker(electric)or cutoff(gas)must be provided. External or built-in heat trap required.____ Swimming Pools&Spas i 612.1 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%. T. Shower heads 1 612_1_ _ _ !Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. i Air Distribution Systems 610.1 All ducts, fittings,mechanical equipment and plenum chambers shall be mechanically i attached, sealed,insulated,and installed in accordance with the criteria of Section 610. DUCTS in unconditioned attics: R-6 min._insulation. _ HVAC Controls_ _ _-_— 607_1 Separate readily accessible manual or automatic thermostat for each srystem. Insulation 604.1,602.1 1 Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. I nonlYt,,milo"I PCA I rims 00A 91 1 n��nl��r�,nuh�a+.�/FInRI S''.1; 1 1 RCNA-200 4 i F + ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.7 The higher the score,the more efficient the home. 00000-0 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ it. Central Unit Cap:24.0 kBtu/hr _ 3. Number of units,if multi-family I _ SEER: 10.00 _ 4. Number of lledrooms 3 _ b. N,A _ 5. Is this a worst case? Yes 6. Conditioned floor area(ft') 1236 11= c. N/A 7. Glass area&type _ _ a. Clear-single pane 0.0 W _ 13. Beating systems b.Clear-double pane 99.0 ft= _ a. Flectric Heat Pump Cap:24.0 kBtu/hr _ c. Tint/other SC/SI IGC-single pane 0.0 11' _ HSPF:7.00 _ d. Tint/other SC/SI IGC-double pane 0.0 ft' b. N/A _ 8. Floor types _ _ a. Slab-On-Grade Edge Insulation I: 0.0. 71.0(1)) 11 _ c. N/A b.N/A c. N/A 14. 1 lot water systems 9. Wall types _ it. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=1 1.0,997.0 11' _ EF:0.86 b.N/A _ b. N/A _ c. N/A d.N/A _ c. Conservation credits _ e. N/A (I I R-I leat recovery,Solar 10. Ceiling types _ D[I P-Dedicated heat pump) a. Under Attic R=30.0,618.0 ft= _ 15. I IVAC credits _ b. N/A _ (Cf-Ceiling fan,CV-Cross ventilation, c. N/A I II'-Whole house fan, 11. Ducts _ 1'I'-Programmable Thermostat, a. Sup:Unc. Ret:Con. AH:Interior Sup. R=6.0,75.0 It _ 1:13-Attic radiant barrier, b.N/A M/-C-Multizone cooling, \1/-[I-Multizone heating) 1 certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving Icatures which will be instilled(or exceeded) 04TjiESr4I, in this home before final inspection. Otherwise,a new EPL Display Card will be completed B s based on installed Code compliant features. ,� ,f"'' �o c,. °,4 � Builder Signaturr: _ - _ Date:_ a Address of New Home: _ City/FL Zip: 1�6'0D W'E *NOTE: The himie's estimated energy petfonuance score is only availahle through the FLA/RES computer program. This is iml a h,,ulcling Energy Rating. Ifyour score is Rel or greater(or 80.jor a US EPA/DOE EnergyStar"redesignation), your home gu(i +qualify for energy efficiency morl,t;age(EEM) incentives il.vou obtain a Florida Energy Gauge Rating. Con/ac/I/w 1.1W/Xv Gauge Holline at 407/635-141)2 d n•sre the Energy Gemgc web site at www.fvec.ucf edu for it formation uaJ a list of certified Raters. For iglbrmution about Floriclu'� 1.77ergy Efficiency Code For Building Construction, cnnlnc I/hd /> urinlenl nfComnlunitl':1�fiiir.e u/,''itl'-/,C7-1S 4. /enc i �(i,iu, rrt(Version. I I I\('NA-200) * ResmanuJ(c) Versi n 3 3/29/99 RESIDENTIAL HEAT GAIN / HEA' LOSS CALCULATION (BASED ON A.C.C.A. MANUAL J - SEVENTH :'.'�ITION (c) 1986 by A.C.C.A. ) ----------------^------'----------------------------------------------------------------------- Project IPrepaired by: Address - IMcGOWAN'S City - 14850 COLLINS RD. State/Zip - 00000-0 (ORANGE PARK,FL.32073 Owner NULL ITEL: (904) 278-0339 Builder RODGERS IFAX: (904) 278-0366 HVAC Contr MCGOWAN'S Iemail:GILBERT@McGOWAN'S.COM --------------------------------------------------------------------------------------------- Cond Floor Area = 1236 ITo�-Il Glass Area = 99 Conditioned Floor Area to Tota '.. Glass Area Ratio = 8% --------------------------------------------------------------------------------------------- * USA Climatic Conditions & D(,sign Conditions * --------------------------------------------------------------------------------------------- Geographical Location I Jac;}:sonville AP, Florida North Latitude / Elevation 28° 16Ft. Above Sea Level Outdoor Winter Dry Bulb 35" Indoor Winter Dry Bulb 170" Winter Temperature Diff. (wTd) 135'' Outdoor Summer Dry Bulb 189° Outdoor Summer Wet Bulb I 78' Outdoor Summer Hum. Ratio Gr/Lb 1 59 Indoor Summer Relaltive Hum. 1 50 ' Indoor Summer Design Gr/Lb. 1 66 Indoor Summer Dry Bulb 175" Summer Temperature Diff. (sTd) Summer Daily Range I-'," (Medium Deviation) ----------------------------------------------------------------------------------------------- * HEATING SUMMARY * RODGERS.ENi'. * COOLING SUMMARY * ---------------------------------------------------------------------------------------------- SUBTOTAL 23209.2 1 STI:i;CTURE SENSIBLE = 9424.2 1 OCCUPANTS + 1800.0 1 APPLIANCES + 1200.0 1 SUPTOTAL SENSIBLE = 12424.2 DUCT LOSS + 1160.5 1 DUi,T GAIN + 1242.4 TOTAL LOSS = 24369.7 1 TO-AI, SENSIBLE = 13666.6 MECHANICAL VENT.- 50 CFM = 1925.0 1 ME('FiANICAL VENT.- 50 CFM = 770.0 1 TEIiP.SWING 3.00@ 950 x 1.0 MINIMUM EQUIPMENT LOSS = 26294 .7 1 MII]LMUM EQUIPMENT SENSIBLE = 14436.6 ------------------------------------------------I -------------------------------------------- 20% OVERSIZE LOSS = 5258. 9 1 20", OVERSIZE SENSIBLE = 2887.3 EQUIPMENT LOSS + 26294 .7 1 EQIJiPMENT SENSIBLE + 14436.6 MAXIMUM EQUIPMENT LOSS = 31553.6 1 M,'>'"!-MUM EQUIPMENT SENSIBLE = 17323.9 ------------------------------------------------ I-------------------------------------------- TO`:'A.L LATENT = 8811.7 I F�)'!�TPIIENT SENSIBLE + 14436.6 1 EQ'. .SENSIBLE + LATENT = 23248.3 --------------------------------------------------------------------------------------------- * AIR FLOW FA";'('ORS * ---------------------------------------------------------------------------------------------- HEATING FACTOR (BTUH/CFM) = 31.8 1 COiI,I[]G FACTOR (BTUH/CFM) = 12.7 HEATING CFM = 326.4 1 Coc,LING CFM = 898.6 ---------------------------------------------------------------------------------------------- * EQUIPMENT SEI, -'PION * ----------------------------------------------------...---------------------------------------- EQT. MANUF _ SE'::; i3LE CLG (BTUH) CU MOD # LA'_',-',NT CLG (BTUH) AHU MOD # TO'P '.L CLG (BTUH) HEATING INPUT _ _(BTUH) I TO:d-,GE HEATING OUTPUT (BTUH) I (S- EF,I: HEATING CFM (BTUH) 1 CO )L][JG CFM AFUE/HSPF I TYPE Calculation Proceduz-=_s A,B,C,D I - I I Procedure A Winter Infiltration HTM -------------------------------------------------------------------------------- i 1. Winter Infiltration CFM Envelope Evaluation #2 (Good/Average) I 1.6 Air Changes per hour x 9888 Cubic ft. x .0167 = 264 .2 CFM I I 12. Winter Infiltration Btuh I 1.1 x 264 .2 CFM x 35 Degrees Winter TD = 10172.0 BTUH I I 13. Winter Infiltration HTM I 10172 Btuh / 99 Sq.Ft of total Glass & Door arras = 102.7 HTM I _ I I I Procedure B Summer Infiltration HTM -------------------------------------------------------------------------------------------I 1. Summer Infiltration CFM Envelope Evaluation #2 (Good/Average) .7 Air Changes per hour x 9888 Cubic ft. x .O1 ",7 = 115. 6 CFM 12. Summer Infiltration Btuh I 1.1 x 115.6 CFM x 14 Degrees Summer TD = 1780.1 BTUH 13. Summer Infiltration HTM 1780.1 Btuh / 99 Sq.Ft of total Glass & Door areas = 18.0 HTM I I I Procedure C Latent Infiltration -------------------------------------------------------------------------------------------I I 0.68 x 66 grains difference @ 50 RH x 115. 6 CFM = 5187.7 BTUH I I I I I Procedure D Equipment Sizing -------------------------------------------------------------------------------------------I 11. Sensible Sizing Load I i I Sensible Ventilation Load I 1.1 x 50 VENT CFM x 14 Degree., Summer TD = 770.0 BTUH Sensible Load for Structure + 9424 .2 BTUH I Sum of Ventilation & Structure Loads = 10194 .2 BTUH I Rating & Temperature Swing Multiplier (3.0°@ 95°) x 1.0 RSM I Equipment Sizing Load - Sensible = 10194 .2 BTUH I I I 12. Latent Sizing Load I I I Latent Ventilation Load I 0.68 x 50 VENT CFM x 66 difference = 2244 .0 BTUH I Internal Loads = 230 Btuh x 6 people + 1380.0 BTUH I Infiltration Load from Procedure C + 5188.1 BTUH I I Equipment Sizing Load - Latent = 8811.7 BTUH I Abbreveai:ions * Glass/Wir:dows S.C.= Single Clear I S."'. = Single Tint S.R. = Single Reflective DtC.= Double Clear I D.T. = Double "int I D.R. = Double Reflective T.C.= Triple Clear I T.T. = Triple Tint I T.R. = Triple Reflective Shdg= Shading I Ovhg = Overhang I Btm = Bottom ; Hgt = Height I Sc = Shading Coefficient * Inside Shading N.S.= No shades I D/B = Drapes or Blinds I R.S. = Roller Shades * Other * Whtm = Winter Heat Transfer Multiplier I t'htm = Summer Heat Transfer Multiplier Infiltration Vs: 1. .Sub Standard/Poor I . .Standard 13. .Better 14 . .Excellent Building Componet Heat Loss ,� Gain Calculations Dir. Ext.Shdg Type Shdg OvHg Botm Hgt Sc Area Whtm Loss/Btuh Shtm Gain/Btuh W -No Shading D.C. R.S. 1.29999995231 14 .5 5.4 1.0 20.0 22.8 456.0 56.6 1132.0 --------------------------------------------------------------------------------------------- N -No Shdg Fctr D.C. R.S. 1.29999995231 24 .5 n/a 1.0 15.0 22.8 342.0 17.6 264.0 E -No Shading D.C. R.S. 1.29999995231 12. 5 6." 1.0 9.0 22.8 205.2 56.6 509.4 --------------------------------------------------------------------------------------------- W -Shaded Area D.C. R.S. 1.29999995231 5.5 4 .5 1.0 1.8 17.6 31.7 W -Solar Area D.C. R.S. 1.29999995231 5.5 4 .5 1.0 18 .2 56. 6 1030.1 W -Total Area D.C. R.S. 1.29999995231 5.5 4 .5 1.0 20.0 22.8 456.0 --------------------------------------------------------------------------------------------- N -No Shdg Fctr D.C. R.S. 1.29999995231 5.5 n/a 1.0 15.0 22.8 342.0 17. 6 264.0 E -Shaded Area D.C. R.S. 1.29999995231 5.5 4 . 5 1.0 1.8 17. 6 31.7 E -Solar Area D.C. R.S. 1.29999995231 5.5 4 .5 1.0 18.2 56.6 1030.1 E -Total Area D.C. R.S. 1.29999995231 5.5 4 . 5 1.0 20.0 22.8 456.0 --------------------------------------------------------------------------------------------- Glass Infiltration: 99.0 102.7 10167.3 18.0 1782.0 Glass Sub Totals: 99.0 12424 .5 6075.0 Componet Type Exposure R-Value Area Whtm Loss/Btuh Shtm Gain/Btuh Wood Stud Exterior 11.0 997.0 3.1 3090.7 1. 6 1595.2 Insulated Core/M,>tal Exterior n/a 40.0 20.7 828.0 10.4 416.0 Door Infiltration: 40.0 102.7 4108.0 18.0 720.0 Slab on Grade 0 71.0 28.4 2016.4 0 0 Under Attic 30.0 618.0 1.2 741.6 1.0 618.0 N Scale 1"=20'0" 10'4 Prop.Ln.to House 7.5'BRL _....._.. ..---.-.---._.-._._.......J._.-._......-._......._._............. 4 21'Prop.Ln.to front of house Cd ! 56ri C--.Flare to 27 c U. 4T4 cc G -3 _._...._._. m R 10'4 Prop.Ln.to House 7.5'BRL 105' P OF\�G� 1� Lot 7 Lewis Subdivision 6. % G \V P % Atlantic Beach,FL _ QQQ` Drawn by B.R.Rodgers,PhD March 31,1999 fZ04' ), BUILDERS 794 Foxridge Center Drive Orange Park, FL 32065 Ph 904-272-6211 Fax 904-272-8984 March 31, 1999 Rodgers Builders certifies that no trees will be removed from this property: Lot 9,:Lewrs'Subdivision 3 -�/-- -- -- ----- ------ " B.R. Rodgers President National Evaluation Service, Inc. Participating Members: SBCCI Public Safety BOCA Evaluation Services, Inc. ICBG Evaluation Service, Inc. Testing and Evaluation Services,Inc. 4051 West Flossmoor Road 5360 Workman Mill Road 900 Montclair Road,Suite A Country Club Hills,Illinois 60478-5795 Whittier,California 90601-2299 Birmingham,Alabama 35213-1206 (708)799-2305 (310)699-0543 (205)599-9888 NATIONAL EVALUATION REPORT Report No, NER405 Copyright®, 1999 National Evaluation Service,Inc. Reissued January 1, 1999 SIDING,SOFFIT AND LINING BOARDS AND 3.0 DESCRIPTION SUBFLOOR PANELS 3.1 GENERAL JAMES HARDIE BUILDING PRODUCTS,INC. The exterior siding and soffit, and interior lining and 26300 LA ALAMEDA,SUITE 250 subfloor boards are single-faced,cellulose fiber-reinforced MISSION ViEJO,CALIFORNIA 92691 cement building boards. All boards are produced from the same components and 1.0 SUBJECT differ in surface treatments and board configuration&Exterior siding and soffit boards are identified as HardiplaA,Hard- 1.1 SIDING AND SOFFIT BOARDS flex,Hardipanel,Harditex baseboard,Hardisotfit boards,and Hardie Shingleside cladding. Interior lining boards and 1.1.1 Hardiplank® undedayments are identified as Hardiboard(tapered edge), Hardibacker (square edge) and Hardibacker (Muflilay). 1.1.2 HardiflexTM ' Subfloor panels are identified as Compressed Sheet.The 1.1.3 Hardipanei® boards are manufactured by the Hatschek process and cured by high-pressure steam autoclaving.All products are 1.1.4 HarditexO cut to shape on-site by the score-and-snap method using a tool available from the manufacturer, a hand guillotine or a 1.1.5 Hardisoffit® handsaw utilizing a carbide blade. 1.1.6 Hardier'''Shingleside® The products have a flame-spread rating of 0 and a smoke- density rating of 5 when tested in accordance with ASTM 1.2 LINING BOARDS E 84.The products are classified as noncombustible when tested in accordance with ASTM E 136. The siding and 1.2.1 HardibackerO(square edge)undedayment soffit products,and the subfloor panels comply with ASTM 1.2.2 Hardiboard®(tapered edge)lining board C 1186, Standard Specification for Grade 11, Type A, Non- Asbestos Fiber-Cement Flat Sheets. The interior lining 1.2.3 Hardibacker®(MultilayTM) products comply with ASTM C 1288-95, Standard Specifi- cation for Discrete Non-Asbestos Fiber-Cement Interior 1.3 SUBFLOOR PANELS Substrate Sheets.When tested in accordance with ASTM C 177,'K'and'R'values for the products are as shown in 1.3.1 Compressed Sheet' Table 4 of this report. When tested in accordance with ASTM E 96,the products 1/4 inch(6.4 mm)in thickness or greater have demonstrated the permeance values given in 2.0 PROPERTIES FOR WHICH RECOGNITION IS SOUGHT Table 5 of this report. 2.1 Exterior Wall Covering. 3.2 SIDING AND SOFFIT BOARDS 2.2 Structural Performanco. Hardiplank, Hardiflex, Hardipanel, Harditex baseboard, Hardisotrt boards, and Hardie Shingleside cladding are 2.3 Noncombustible Construction. used as siding on exterior walls and soffits.Hardiplank lap siding is supplied un-primed for subsequent application of 2.4 Fireresistive Construction. an appropriate primer to be covered with an exterior-grade 100%acrylic or latex, semigloss or flat paint or equivalent 2.5 Thermal Resistanco exterior wall covering.Hardiflex,Hardipanel and Hardisoflit 71rir report it limited to the sperifir produrt and slain and test rrports submitted by the applicant in its application requesting this report. No independent 1 M n,1, i1,ti .-rm; ,i l,V the ,\omin,rl F'v,rluati�n Service, hic (NFS), turd NF;ti.rpmlirally dart not nrnke any rvarrantV, either etprersed or implied• as to .rrry jill'hn,� ,,r "nhe r nr,atn in 011 repolf or ire M art,prrtilurr covered by this relrrrrt. Vus di.u•laimer includes, but is nor limired ro, nrerchartrabilirv. This report Is also subject to the limitation listedherein. Page 1 of 18 Report No. NER-405 Pago 2 of 18 boards are primed with an opaque acrylic paint to be Where a specified level of wind resistance or shear resis- covered with a high quality,exterior-grade 100%acrylic or tante is required,the Hardiflex panel is attached to framing latex, semigloss or flat paint or equivalent exterior wall members,appropriately spaced,with fastener types,lengths, covering. Harditex baseboard is supplied either primed or and spacing described in Table 2 and Table 3 of this report. un-primed for subsequent application of an appropriate 3.2.3 Hardipanel Siding primer or sealer by the end user as part of an exterior- coating system. Hardipanel siding is available in various surface textures including smooth. Dimensions are noted in Table 1 of this Nominal dimensions are noted in Table 1 of this report, report.Fasteners are installed with a minimum 3/8 inch(9.5 maximum wind speeds in Tables 2, 6, 7, 8, and 9 of this mm) edge distance and a minimum 2 inch (51 mm) clear- report,and maximum shear values in Table 3 of this report. ante from comers. Joints are fastened at abutting sheet edges and optionally covered by polyvinyl chloride (PVC) 3.2.1 Hardiplank Lap Siding joint treatment,lumber battens or caulked.Other installation details are according to Section 3.2.2 of this report. 3.2.1.1 General: Lap siding is available in various finish textures. The siding is applied horizontally commencing 3.2.4 Harditex Baseboard from the bottom course of a wall with minimum 1 1/4 inch Harditex baseboard is for exterior applications to walls and (32 mm)wide laps at the top edge.Vertical joints butt over soffits. Dimensions are noted in Table 1 of this report. studs except where the"off-stud splice device'is utilized as Harditex baseboard has a smooth finish and is available described in Section 3.2.1.2 of this report, with tapered edges on the two long sides for joint treatment When installed on wood-framing members,the siding shall or all square edges.Harditex baseboard is supplied either be fastened either through the overlapping planks with sealed or unsealed for the subsequent application of a corrosion-resistant (galvanized or stainless steel) nails at primer or sealer by the end user as a component in an each wood framing member, or through the top edge of exterior coating orfinish system.Joints shall be seated with single planks with 1 1/4 inch (32 mm) long corrosion- an approved caulking material specified by the coating resistant roofing nails into each wood-framing member. manufacturer. Other installation details are in accordance The lap conceals the fasteners in the previous course, with Section 3.2.2 of this report. Harditex baseboard has When attached to metal framing members, the siding is been evaluated as a weather-resistive barrier,see Section fastened either through the overlapping planks with 1518 7.4 of this report. inch(41 mm)long No.8-18 by 0.323 inch(8.2 mm)HD Hi- Where a specified level of wind resistance or shear resis- Lo® or S-12TM, self-drilling, corrosion-resistant, ribbed tante is required, the Harditex baseboard is attached to buglehead screws at each metal framing member, or framing members,appropriately spaced,with fastener types, through the top edge of single planks with minimum 1 114 lengths,and spacing described in Table 2 or Table 3 of this inch(32 mm)long No.8-18 by 0.375 inch(9.5 mm)HD Hi- report. Lo® or S-12Tm, self-drilling, corrosion-resistant, ribbed Phillips waferhead screws at each metal framing member. 3.2.5 Hardisoffit Board The lap conceals the fasteners in the previous course. Hardisoffit board is for exterior soffits.Hardisoffit board has 3.2.1.2 Off-Stud Splice Device: Vertical joints of the a smooth unsanded surface,primed with an opaque acrylic planks shall butt over framing members or between the paint to receive a finish coat of high-quality exterior-grade framing members when an "off-stud splice device" is acrylic,latex,PVA,semigloss or flat paint.Dimensions are placed on each plank end.The splice device's bottom lip is noted in Table 1 of this report. Hardisoffit board is applied placed over the adjacent solid course of planks.The plank to nominal 2 by 4 framing members spaced up to 24 inches is then fastened to the framing. The abutting plank is (610 mm)on center with the long panel dimension perpen- positioned and fastened into place ensuring that the lower dicular to the framing. Fasteners are installed with a edges of the two planks align.The metal device is located minimum 3/8 inch(9.5 mm)edge distance and minimum 2 centrally over the joint. Restrictions on the"off-stud splice inch(51 mm)clearance from comers.Joints are fastened device"locations are as follows: at abutting sheet edges. Hardisoffit board is attached to framing members with fastener types, lengths, and spac- • Splices shall be located a minimum of two stud cavities Ings described in Table 2 of this report. from wall comers. 3.2.6 Hardie''Shingleside® • Successive splices within the same plank course shall be located no closer than 48 inches(1219 mm)from one Hardie Shingleside cladding shall be installed over solid another. wall sheathing which complies with the applicable code. The wall sheathing shall be either water-repellent panel • Splices shall be staggered at minimum 24 inch(610 mm) sheathing or sheathing protected by a weather-resistive intervals when located in the same wall cavity. barrier which complies with the applicable code. • Splices shall be at least one stud cavity away from door Hardie Shingleside cladding is supplied un-primed for or window openings. subsequent application of an appropriate primer or base- coat to be covered with an exterior-grade 100% acrylic or See Tables 2 and 9 of this report for maximum wind latex semigloss or flat paint or equivalent exterior wall :speeds and fastener spacings for Hardiplank lap siding. covering. 3.2.2 Hardiflex Siding (Hardipanel Smooth) When Hardie Shingleside cladding is installed over 15/32 inch(12 mm)thick plywood complying with the applicable Hardiflex siding is used as an exterior wall cladding. The code, with two roofing nails [0.121 inch (3.1 mm) shank siding has a smooth unsanded surface, primed with an diameter by 0.371 inch (9.4 mm) head diameter by 1 Iia oparlue acrylic paint to receive a high-quality finish coat of inch(32 mm)long]spaced a maximum of 1 inch(25.4 mm) exterior,r do 100%acrylic or latex,semigloss or flat paint. from each edge and positioned to be covered 1 inch(25.4 Dimensions are as noted in Table 1 of this report. Fasten- mm) nominally by the succeeding course, the maximum ers am installed with a minimum 3/8 inch (9.5 mm) edge allowable wind loads, building heights, and exposure li,l.u11 n Auld i mininmin : inch (51 nim) clearanco from cale(lorios fnr tho sy;tem s installed with 8, 7, and 6 inch 1 11111111', ,11m11 i ,un l.v,trnrll of ,ihuttlnq -limit niloo-1 ,Ind (;'03, 1111, ,ind 15'2 nim) wealhor expo sures, sh,ill bo as 01111ollally piuto(,tod by pulyvuryl chlundn (PVC) )pint indicitod in Libles lilt, 611, and 6C of this report. Nails treatment,lumber battens or caulked. shall firmly secure siding but shall not be overdriven. r } Report No. NER405 Page 3 of 18 When Hardie Shingleside cladding is installed over 7/16 mately 8 inches(203 mm)wide,is then applied across the inch(11 mm)thick oriented strand board(OSB),complying joint and allowed to dry.A third coat of topping compound, with the applicable code,with two siding nails(0.091 inch 10 inches (254 mm) wide, is applied across the joint. (2.3 mm) shank diameter by 0.221 inch (5.5 mm) head Topping compound shall also be applied over all fastener diameter by 1 i12 inch(38 mm)long)spaced a maximum of heads in intermediate locations. 1 inch (25.4 mm) from each edge and positioned to be covered 1 inch (25.4 mm) nominally by the succeeding Intemal comers are finished by filling with bedding com- course, the maximum allowable wind loads, building pound,working the joint tape into the joint,and applying a heights,and exposure categories for the systems installed second coat of bedding compound.A third coat of topping with 8, 7, and 6 inch (203, 178, and 152 mm) weather compound is applied over the area. exposures, shall be as indicated in Tables 7A,7B,and 7C External comers are treated by filling the joint with bedding of this report. Nails shall firmly secure siding but shall not compound and allowing it to thoroughly dry. Corrosion- be overdriven. resistant metal or PVC comer angles are then fastened, When Hardie Shingleside cladding is installed over 7/16 followed by a second coat of bedding compound.When the inch(11 mm)thick oriented strand board(OSB),complying second coat is completely dry,a coat of topping compound with the applicable code,with three siding nails[0.091 inch is also applied.Topping compound is also applied over all (2.3 mm) shank diameter by 0.221 inch (5.5 mm) head fastener heads in intermediate locations. diameter by 1 1r2 inch (38 mm) long]the maximum allow- 3.3.1.2 Tile Finish:Hardiboard(tapered-edge)lining board able wind loads,building heights,and exposure categories for the systems installed with 8, 7, and 6 inch (203, 178, is installed with the long dimension either vertical or and 152 mm)weather exposures, shall be as indicated in horizontal to nominal 2 by.4 wood-framing members or Tables 8A, 88, and 8C of this report. One siding nail shall minimum No. 20 gage (0.0329-inch) metal framing mem- be spaced a maximum of 1 inch(25.4 mm)from each edge bers spaced 24 inches(610 mm)on center,maximum,with on the panel,with the third siding nail installed midspan of end joints staggered from adjacent courses in both vertical the panel. All nails shall be covered 1 inch (25.4 mm) and horizontal applications.To comply with ANSI A108.11, nominally by the succeeding course. Nails shall firmly framing members are spaced 16 inches (406 mm) on secure siding but shall not be overdriven. center, maximum. To fasten to wood framing members, minimum 1 114 inch (32 mm) long, corrosion-resistant 3.3 LINING BOARD AND UNDERLAYMENT (galvanized or stainless steel) roofing nails, or 1 1l4 inch Hardiboard(tapered-edge),Hardibacker(square edge)and long No. 8-18 by 0.375-inch HD Hi-Lo® SO, self-drilling, Hardibacker(Multilay) boards are used as wet or dry area corrosion-resistant, ribbed Phillips waferhead screws are lininglunderlayment substrates applied to the interior of used and spaced a maximum of 6 inches (152 mm) on buildings. center at all supports.To fasten to metal framing members, minimum 1 1/4 inch (32 mm) long No. 8-18 by 0.3754nch 3.3.1 Hardiboard (Tapered Edge) HD Hi-Lo®SO or S-121"" self-drilling,corrosion-resistant, ribbed Phillips waferhead screws are used and spaced a Hardiboard(tapered-edge)lining board is only intended for maximum of 6 inches (152 mm)on center at all supports. interiorwalls and ceilings including shower and bath areas. Fasteners are located at least 3i8 inch(9.5 mm)from board Subsequent finishing using paint, wallpaper or the is edges, and 2 inches (51 mm), minimum, from board required as indicated in Sections 3.3.1.1 and 3.3.1.2 of this comers. Comer gaps are filled with a flexible, silicone report. The lining board has a smooth finish with tapered sealant compatible with fiber-cement undedayments. edges on the two long dimensions for joint treatment. Underlayments are placed with a minimum 1/4 inch (6.4 Dimensions are noted in Table 1 of this report. Maximum mm) clearance from the floor surface. This gap shall be shear values are noted in Table 3 of this report. free of adhesive and grout and filled with an approved 3.3.1.1 Paint or Wallpaper Finish: Hardiboard tapered- flexible sealant. On large tiled areas, expansion joints are edge underlayment is installed with the long dimension provided in the walls at 12 feet (3658 mm) on center, either vertical or horizontal to nominal 2 by 4 wood framing maximum, and at interior and exterior comers. members or minimum No. 20 gage (0.0329-inch) steel A flush-joint procedure is permitted on Hardiboard framing members, spaced a maximum of 24 inches (610 (tapered-edge).The same type of tile adhesive or mortar mm) on center with end joints staggered from adjacent used to set the tiles shall be troweled into joints as a courses in both vertical and horizontal applications. To bedding compound.,A 2 inch(51 mm)wide,high-strength, fasten to wood framing members, minimum 1 3i8 inch (35 coated, alkali-resistant, fiberglass reinforcing tape is mm)long gypsum wallboard nails or minimum i inch(25.4 embedded into the wet tile adhesive and allowed to dry mm) long No. 8-18 by 0.323-inch HD Hi-Lo® SO, self- thoroughly. drilling, corrosion-resistant, ribbed buglehead (or equiva- Internal lent) screws are used and spaced a maximum of 6 inches comers are finished by filling with file adhesive, (152 mm) on center at all supports. To fasten to metal working the reinforcing tape into the joint, and applying a framing members, minimum 1 inch (25.4 mm)long No.8- second coat of tile adhesive and allowing to dry thoroughly. 18 by 0.323-inch HD Hi-Lo® SO or S-12TI-1, self-drilling, External comers are treated by filling the joint with file corrosion-resistant, ribbed buglehead (or equivalent) adhesive and allowing it to dry thoroughly. Corrosion- screws are used and spaced a maximum of 6 inches(152 resistant metal or PVC comer angles are then fastened in mm) on center at all supports. Fasteners shall be located place, followed by a second coat of tile adhesive. Tile at least 3/8 inch(9.5 mm)from board edges,and 2 inches adhesive is also applied over all fastener heads in interme- (51 mm), minimum, from lining board corners. Lining diate locations. boards are placed with a minimum 1/4 inch (6.4 mm) clearance from the floor surface. Metal or PVC comer Wall tiles complying with ANSI Al 37.1 are attached to the angles are attached with the above described nails or board with flexible Type I,mastic adhesives complying with screws placed approximately 12 inches (305 mm) on ANSI A136.1, or acrylic or latex-modified thinset mortars center. complying with ANSI A118.4, in accordance with ANSI A flush-joint procedure is permitted on Hardiboard A108. The same adhesives are permitted to fill and level (tapered-edqn). Gypsum wallboard bedding compounds, the sheet joints. 111p(yinq wilh A::I Ni t; 47.1 and C 475, shall bn trownlnd 3.3.2 Hardibackor(Square Edge) aIle 11141 tonal., 1'1!001alod 11.1por talo (or millivAont) N r,mhi"(I t"d into tilt) wol compound and allowud to thor- I lardibacker(square-edge)underlayment is only intended for oughly dry.A socond coat of budding compound,approxl- interior walls and floors, including shower and bath areas. Report No. NER-405 Page 4 of 1e Subsequent finishing with tile is required.The square-edge approved,flexible sealant.On large tiled areas,expansion undedayment has a smooth-finished surface and square joints shall be provided at 12 feet (3658 mm) 011 center edges for closely butted joints. Dimensions are noted in maximum, and at interior and exterior corners. Table 1 of this report. Maximum shear values are noted in Table 3 of this report. complying Wall tiles com ! in with ANSI A137.1 are attached to the underlayment with flexibleTypel mastic adhesives comply- 3.3.2.1 Floors:When Hardibacker(square-edge)underlay- ing with ANSI A136.1, or acrylic or latex-modified thinset ment is used on floors,the subfloor assembly shall consist mortars complying with ANSI All 8.4, in accordance with of a minimum 314 inch (19.1 mm) thick, Exterior Grade, ANSI A108.The same adhesives are used to fill and level Group 4 species plywood or better and shall be designed the sheet joints.Joints shall be reinforced with 2 inch (51 such that the maximum deflection in a plane,including live mm)wide,high-strength,coated,alkali-resistant,fiberglass and dead loads, is U360 of the span, in accordance with reinforcing tape embedded into the wet mastic or modified the applicable code. Expansion joints shall be provided thinset mortar and allowed to dry thoroughly. where existing structural joints (building control joints) occur and where changes in direction occur such as in"L'- 3.3.3 Hardibacker(Multilay) shaped rooms. Expansion joints shall also be provided at Hardibacker Multilay undedayment is only intended for 15 foot(4572 mm) intervals in either direction. Expansion interior floors including shower and bath areas. Subse- joints shall be placed symmetrically about the center of the quent finishing with resilient floor coverings or tile is floor and shall be carried through to the top of the floor required. The undedayment face has a smooth (sanded) surface. surface an opaque acrylic seal coat and square edges for The subfloor is then covered with a minimum 3/32 inch(2.4 close-bitted joints. The face of the sheet is identified for mm) thick application of latex, or acrylic-modified thinset resilient flooring.The reverse side of the underlayment has setting material.Hardibacker(square-edge)underlayment a smooth(unsanded)surface,is unsealed and has square is then installed in a staggered brick pattern at right angles edges for close-butted joints.The reverse side of the sheet to the subfloor and fastened before the setting materials is identified for tile.Dimensions are noted in Table 1 of this film over. report. The underlayment is fastened with 1 114 inch(32 mm)long, The underlayment shall be installed over a structurally corrosion-resistant (galvanized or stainless steel) roofing sound subfloor assembly designed to limit the maximum nails or 1 inch (25.4 mm)long No. 8-18 by 0.323 inch HD deflection in a plane, including live and dead loads, to Hi-Le®SO,self-drilling,corrosion-resistant,ribbed Phillips 0360 of the span,in accordance with the applicable code. waferhead screws. To meet the requirements of ANSI When the underlayment is installed on existing floor A108.11, minimum 1 1/4 inch (32 mm) long No. 8-18 by construction, floor finishes and subflooring shall be re- 0.375-inch HD Hi-Lo®SO,self-drilling,corrosion-resistant paired,removed and/or replaced as necessary to create a ribbed Phillips waferhead screws are used.Fasteners shall smooth and level surface.The ability of the existing floor be located a maximum of 6 inches (152 mm) on center structure and subfloor to support the additional toads of the around the perimeter and in the field. Fasteners shall be undedayment and new floor finish shall be substantiated. located a minimum of 3/8 inch(9.5 mm)and a maximum of Alterations shall comply with applicable codes. 314 inch (19.1 mm) from the underlayment edges, and 2 inches(51 mm)minimum,from undedayment comers.For The undedayment boards are laid in a staggered end joint latex or acrylic modified thinset mortars,the joints shall be pattern at right angles to the subflooring.Joints are offset reinforced with 2 inch(51 mm)wide,high-strength,coated, 1/8 inch (3.2 mm) from walls and cabinet bases and cut alkali-resistant,fiberglass reinforcing tape embedded into edges turned to the outside,wherever possible. the wet mortar and allowed to thoroughly dry. 3.3.3.1 Resilient Flooring: With the side marked for Floor tiles complying with ANSI Al 37.1 are attached to the resilient flooring face up, Hardibacker Multilay under- board with flexible Type I mastic adhesives complying with layment is placed over the prepared subflooring and ANSI A136.1, or acrylic or latex-modified thinset mortars fastened to support framing with either 3d, corrosion- complying with ANSI A118.4, in accordance with ANSI resistant, ring-shank nails, or No. 18 gage, (0.0475-inch) A108.The same adhesives are also used to fill and level corrosion-resistant staples with a 114 inch(6.4 mm)crown, the sheet joints. located a maximum of 3 inches(76 mm)on center around the board perimeter and 6 inches (152 mm) on center in 3.3.2.2 Walls: Hardibacker(square-edge) underlayments the field. Fasteners shall be located at least 318 inch (9.5 are installed with the long dimension either vertical or mm)from the underlayment edges and 2 inches(51 mm), horizontal to nominal 2 by 4 wood framing members or minimum, from undedayment comers. Fastener heads minimum No. 20 gage (0.0329-inch)metal framing mem- shall be flush with the surface. Fasteners shall be of bers spaced a maximum of 24 inches(610 mm)on center sufficient length to penetrate at least 1 inch(25.4 mm)into with end joints staggered from adjacent courses in both sound subflooring or framing. vertical and horizontal applications. To comply with ANSI A108.11,framing members shall be spaced a maximum of To minimize the possibility of surface irregularities in the 16 inches (406 mm) on center.To fasten to wood framing underlayment and fastener heads penetrating through the members, minimum 1 1/4 inch(32 mm) long, corrosion- resilient flooring, the boards shall be installed flush and resistant(galvanized or stainless steel)roofing nails or 1 114 level. Height variations are treated by filling joints, gouges inch(32 mm)long No. 8-18 by 0.375 inch HD Hi-Lo®SO, and low spots with a water-resistant,cementitious leveling self-drilling, corrosion-resistant, ribbed Phillips waferhead compound recommended by the floor-covering manufac- screws are used and spaced a maximum of 8 inches(152 turer. After the compound has dried, filled areas are mm) on center at all supports. To fasten to metal framing sanded level to the surrounding subfloor. members, minimum 1 v4 inch (32 mm) long No. 8-18 by 0.375 inch HD Hi-LoO S®or S-12T" self-drilling,corrosion- Prior to the application of the resilient flooring,the prepared resistant ribbed Phillips waferhead.screws are used and surfaces shall be free of dust, grease'and other foreign spaced a maximum of 8 inches (152 mm) on center at all material. supports. Fasteners are located at least 318 inch(9.5 mm) Finish floor coverings are installed in accordance with the from board edges and 2 inches (51 mm), minimum, from flooring material manufacturer's published instructions, board corners.Corner gaps are filled with a silicone sealant which shall include application procedures, compatible compatihlo with fiber-cement underlayments. Underlay- adhesives and recommended accessories. 1114,111.. ,1111 IILIced with ,1 11146111um 1/4 inch (6 '1 r11(n) 1x.11,1114 rt 1111111 11111 floof tu11.1rrs .uxl othol holl,ont,il till) 3.3.3.2 Tilo: With the side marked for tilt, fico up, follow tl!nninatuln lol:alitms, such as above tub edges. I his gap the additional Instructions described in Section 3.3.2.1 of shall be free of adhesive and grout and Med with an this report. Roport No. NER-405 Pago 5 of 18 3.4 SUBFLOOR PANELS (0.0359-inch), steel "C' studs at 24 inches (610 mm) on Compressed sheet is used as subflooring over complying center with corresponding top and bottom tracks.One layer wood or metal floor joists spaced a maximum of 24 inches of 5/8 inch (15.9 mm) thick Hardie Type "X' gypsum (610 mm)on center.The panels have a smooth unsanded wallboard,48 inches(1219 mm)wide,is applied vertically surface. Cutouts for plumbing and electrical shall be to the studs and secured with 1 1/4 inch(32 mm)long, No. oversized.Floor opening penetrations shall be protected in 8-18,Type S,Hi-Lo®buglehead gypsum wallboard screws, accordance with the applicable code. Dimensions are spaced 8 inches (203 mm) on center at board edges and noted in Table t of this report. 12 inches (305 mm) on center at intermediate framing members. The 5/8 inch (15.9 mm) thick gypsum board Panels are installed over two or more spans,with the long joints and screw heads require treatment consisting of dimension perpendicular to supports. The sheets are compound followed by tape and a second layer of com- fastened to wood framing members by counterstriking pound. The opposite face of the wall is covered with one minimum No. 10 by 0.350-inch HD wood screws (or layer of 112 inch (12.7 mm) thick Hardie Super Type "X' equivalent) spaced a maximum of 12 inches(305 mm)on gypsum board,followed by one layer of either 114 inch(6.4 center at all supports. The sheets are fastened to metal mm) thick Hardiboard (tapered- edge), Hardibacker framing members by counterstriking minimum No.9-18 by (square-edge), or Harditex baseboard. Both boards are 0.350 inch HD S-12711, self-drilling, corrosion-resistant applied vertically to framing members with vertical edges ribbed buglehead (or equivalent) screws spaced a maxi- staggered 24 inches (610 mm). The 112 inch (12.7 mm) mum of 6 inches (152 mm) on center around the sheet thick Hardie Super Type"X"gypsum board is fastened to perimeter and 12 inches(305 mm)on center at immediate the framing members with 1 114 inch(32 mm)long, No.8- joist locations. Fasteners shall be of sufficient length to 18,Type S, Hi-Lo®buglehead gypsum wallboard screws penetrate at least 1 inch (25.4 mm) into wood framing spaced 24 inches(610 mm)on center.Hardiboard,Hardi- members or 1/4 inch (6.4 mm) into metal framing mem- backer or Harditex sheets are fastened through the gyp- bers.Holes are drilled in compressed sheet with a masonry sum wallboard to the framing members with minimum 1 518 bit,allowing a 0.04 inch(1.02 mm)clearance over diameter inch(41 mm)long by minimum 0.323 inch HD Hi-LcO SO of screw to be used. Fasteners are located a minimum of or S-12Tm self-drilling, corrosion-resistant, ribbed bugle- 3/8 inch (9.5 mm) and a maximum of 3/4 inch (19.1 mm) head or ribbed Phillips waferhead screws located a maxi- from sheet edges, and 2 inches (51 mm) minimum from mum of 8 inches (203 mm) on center. Board joints and sheet comers. Fastener heads are flush with the surface. fasteners require treatment similar to that described in Edges shall be blocked or the panels shall be covered with Sections 3.3.1.1,3.3.1.2, 3.3.2.2 and 3.2.4 of this report. minimum 114 inch(6.4 mm)thick underlayment or 3/4 inch 3.5.2 Assembly 2 (19.1 mm) thick wood strip finish flooring. As an altemative,sheets are field glued in conjunction with The nonload-bearing,one-hour,fire-resistive wall assembly mechanical fastening with a structural adhesive(APA/HUD consists of minimum 3 518 inch(92 mm)deep, No.25 gage AFG-01 or equivalent)applied to joints.Framing members (0.0209-inch), steel "C" studs at 16 inches (406 mm) on shall be free of surface moisture, dirt, cement and other center with corresponding top and bottom tracks.One layer foreign materials prior to application of the adhesive. of 518 inch (15.9 mm) thick Hardie Type "X" gypsum Adhesives shall be applied in accordance with the adhe- wallboard,48 Inches(1219 mm)wide,is applied vertically sive manufacturer's instructions.The application rate shall to the studs and secured with minimum 1 inch (25.4 mm) be a 1/4 inch(6.4 mm)diameter bead applied to each joist long by No.8-18 Hi-Lo®SO buglehead gypsum wallboard or blocking member, except two 1/4 inch diameter beads screws, spaced 8 inches (203 mm) on center at board are applied where sheets abut on a joist. Installation of the edges and 12 inches (305 mm)on center at intermediate sheets shall be within the time limit designated by the framing members. The 5/8 inch (15.9 mm) thick gypsum adhesive manufacturer. wallboard joints and screw heads require treatment ✓`/here mare than one sheet is used,an effective seal shall consisting of compound followed by tape and a second be provided between sheets.The bonded surfaces shall be layer u compound. The stud cavities are insulated with clean and an approved structural adhesive (APA/HUD minimum 3 inch(76 mm) thick,3 pct, uASTM , friction-fit, Typ AGF-01 or equivalent) shall be used. Edges of the sheets mineral fiber insulation complying with d with one la Type to be joined shall be thoroughly cleaned and the dust I.The opposite face of the wall is covered with one layer r Har (tapered removed. A layer of adhesive is 'buttered' to the leading inch mm) thick Hardibacker (square edge) edge of the first installed sheet and the next sheet laid Hardiboard (tapered edge) or Harditex baseboard. The against it ensuring that an adequate film of adhesive is boards are applied vertically c framing members with present.The practice of forcing adhesive into the joint after vertical edges staggered fa inches. Hardibacker,framHarding the sheets have been fastened is unacceptable.After the boarder Harditex sheet is fastened through to the framing joint is filled, any excess adhesive shall be removed from members with minimum 1 inch rrosi mm) long t, HNo. 8-18 the surface of the sheet. by 0.323-inch HD self-drilling, corrosion-resistant, Hi-Lo® SO ribbed buglehead (or equivalent) screws located a Use as a diaphragm is beyond the scope of this report. maximum of 6 inches(152 mm)on center.Board joints and Allowable loads are as follows: fasteners require treatment similar to that described in Sections 3.3.1.1,3.3.1.2 or 3.3.2.2 of his report,and using ALLOWABLE UNIFORM LOAD the fiberglass reinforcing tape. AT A DEFLECTION LIMIT=U360 3.5.3 Assembly 3 JOIST SPACING PRODUCT The limited load-bearing, one-hour fire-resistive wall 16 inches o.c. 24 inches o.c. assembly consists of nominal 2 by 4 wood studs at 16 Compressed Sheet 11 190p sf 105 sf inches(406 mm)on center with two top plates and a single (1/2 and 518 inch thick) p bottom plate. The lesser of 800 pounds per stud or 31 percent of full design load is permitted to be superimposed, Compressed Sheet II 300 psf 145 psf provided structural consideration for axial, flexural and (3/4 inch thick) bearing perpendicular-to-grain stresses are resolved in accordance with Part 111 of the National Dosign Specilica- 15 FIRE-RFSISTIVE ASSEMBLIES tion, 1991 edition, published by the American Forest t t l l� +nlhly f P;ipor As!zociatinn. One layer of 518 inch (15.9 Inm) thick lypo"X"gyp stirn wallboard,48 inches(12 19 min)wide,is 1 hn nunlcr,uf huaiinc�,ono-hour,tiro-rosv;tivo wall asnombly applied vertically to the studs and secured with minimum consists of minimum 3 518 inch(92 mm)deep,No.20 gage 1 718 inch (22 mm) long cuphead gypsum wallboard nails, Report No. NER-405 Pago 6 of 1e spaced 7 inches (178 mm)on center at board edges and 5.0 IDENTIFICATION intermediate framing members. The 5/8 inch (15.9 mm) thick gypsum wallboard joints and nail heads require James Hardie Building Products, Inc., Hardiflex and treatment consisting of compound followed by tape and a Hardipanel Siding and Soffit Boards;Harditex Baseboards; second layer of compound.The stud cavities are insulated Hardiboard and Hardibacker Lining Boards and Under- with minimum 3 inch(76 mm)thick,3 pcf,unfaced,friction- layments;Hardie Shingleside cladding;Compressed Sheet fit, mineral fiber insulation complying with ASTM 0665, Subflooring;and pallets of Hardiplank Lap Siding shall bear Type I. The opposite face of the wall is covered with one a label identifying the manufacturer's name and telephone layer of 7/16 inch (11.1 mm) thick Hardiboard (square number, the product name, and the name of the quality edge)fiber-cement underiayment.The fiber-cement lining control agency, Intertek Testing Services, Inc. (NER- board is applied vertically to framing members with vertical QA219)and this report number(NER-405)for field identif0- edges staggered 16 inches (406 mm) from the wallboard cation. edges. Hardiboard lining board is fastened through to the 6.0 EVIDENCE SUBMITTED framing members with minimum 1 1/2 inch (38 mm) long, corrosion-resistant roofing nails located a maximum of 6 6.1 The following test reports issued by the Building inches (152 mm) on center. Board joints and fasteners Research Association of New Zealand (BRANZ) in require treatment similar to that described in Section accordance with ASTM E 72, Conducting Strength 3.3.2.2 of this report.The side of the wall clad with Hardi- Test of Panels of Building Construction, Section 9, board lining board is covered with standard grade ceramic Transverse Load, and Section 14, Racking Load: tile, nominal 1/4 inch (6.4 mm)thick.Tiles,any expansion or control joints,and grout are installed in accordance with ANSI A108.4 when Type I organic adhesive is used, or Report No. Date ASTM Standard ANSI A108.5 if dry set, acrylic-or latex-modified portland Section cement mortar is used. S100 June, 1984 9 3.5.4 Assembly 4 S101 June, 1984 9 S102 June, 1984 9 The load-bearing one-hour fire resistive wall assembly S103 June, 1984 9 consists of nominal 2 x 4 wood studs at 24 inches (610 S104 June, 1984 9 mm) on center with two top plates and a single bottom S105 June, 1984 14 plate.Full design loads are permitted to be superimposed, S106 June, 1984 14 provided structural consideration for axial flexural and S1July, 9 P S11122 August,, 1984 14 bearing perpendicular-to-grain stresses are resolved in S113 August, 1984 9 accordance with Part III of the National Design Speciti'ca- STR122 April, 1985 9 tion, 1991 Edition, published by the American Forest & STR123 April, 1985 14 Paper Association.One layer of 5/8 inch(15.9)thick Type STR127 April, 1985 9 "X"gypsum wallboard,48 inches wide,is applied vertically STR128 May, 1985 14 to the studs and secured with minimum 1 w4 inch(44 mm) STR131 May, 1985 9 STR132 May, 1985 14 long cup-head gypsum wallboard nails,spaced 7 inches on center at board edges and intermediate framing members. 6.2 The following test reports issued by the Building The 5/8 inch (15.9 mm)thick gypsum wallboard joints and Research Association of New Zealand (BRANZ) in nail heads require treatment consisting of compound accordance with the weatherability test procedures followed by tape and a second layer of compound.The stud noted: cavities are either insulated or uninsulated.The opposite face of the wall is covered with one layer of 1/2 inch(12.7 Report mm)thick Type"X"water-resistant core gypsum sheathing No Date Procedure and one layer of maximum 12 inch (305 mm)wide Hardi- plank® lap siding lapped a minimum of 1 1/4 inches (32 MTR658 November, 1983 U.B.C.Standard 32-12 mm). Gypsum sheathing is applied vertically to framing MTR662 November, 1983 Freezefrhaw members with vertical edges staggered 24 inches (610 MTR709 June, 1984 ICBG Percolation Test mm) from the joints on the opposite side. The 1/2 inch MTR723 May, 1984 ASTM G26, D2616, (12.7 mm)thick Type"X"gypsum sheathing is fastened to FD-714 the framing members with 1 aro inch(44 mm)long roofing MTR778 June, 1985 NSZ3204;Wet/Dry nails spaced 7 inches on center in the field and 4 inches on Cycling P MTR787 June, 1985 U.B.C. Standard 47-17 center along the perimeter of each board.An outer layer of T176 June, 1984 ASTM E96 5/16 inch thick, 12 inch wide Hardiplank® lap siding is T177 June, 1984 ASTM E96 applied over the 1/2 inch(12.7 mm)thick Type"X"gypsum sheathing by attaching a 1 112 inch (38 mm) wide 6.3 Quality control procedural manual signed by James Hardiplank® starter strip attached through the gypsum Hardie and Company(November 5, 1993), and ETL wallboard into the bottom plate and 12 inch(305 mm)wide Testing Laboratories(November 8, 1993). Hardiplank®lap siding applied horizontally with a minimum nominal 1 1/4 inch (32 mm) headlap and fastened with a 6.4 Manufacturer's descriptive literature. single 6d corrosion resistant common nail driven through 6.5 Test Report No.LA 50049-1 dated February 7,1985, the lapped planks at each stud. issued by United States Testing Company in accor- dance with ASTM E 84, Test of Surface Burning Characteristic of Building Materials. 4.0 INSTALLATION 6.6 Test Report No. 8047-87 dated April 6, 1987, issued Installation shall comply with this report and a copy of this by Ramtech Laboratories, Inc., in accordance with report shall be available at all times on the jobsite during ASTM E 72,Conducting Strength Tests of Panels for installation. Additional details are in the applicable manu- Building Construction—Section 9,Transverse Load; (.14 (mot',; pi od 1:t information sheets issuers necemhor and Section 14, Racking Load. 199.1 0Ahow 111)11 n011tori,ll 01111nrnncw" 041:111 hOW111m 111(1 6.7 :litictural Calculations for "Dotormination of Wind nl.mular;lurr.0'3 product infortnation shunts and IN:;toport, Speed"by Ronald 1.Ogawa,F.E.,in accordance with this report shall be null and void. Section 1205 of the 1988 Standard Building Code. Report No. NER-405 Page 7 of 18 6.8 The following test reports were issued by Inspection 6.15 Test Report No. 176842 dated September 14;1990, Concepts for'Transveme Load Tests'of panels: by United States Testing Company, Inc., In accor- Report No. Date dance with ASTM D 1037. IC-1021-88 May, 1988 6.16 Test Report No. 30240-1 dated March 1, 1989, IC-1022-88 May, 1988 revised March 28, 1991, by Truesdail Laboratories, IC-1042-88 February, 1989 Inc.,in accordance with ASTM G 21. IC-1054-89 September, 1989 6.17 Test Report No. 30240-2 dated March 1, 1989, IC-1055-89 September, 1989 revised March 28, 1991,by Truesdail Laboratories in IC-1121A-91 March 20, 1991 accordance with ASTM G 22. IC-1121B-91 March 20, 1991 IC-1201-92 January 22, 1993 6.18 Report No.IC-1131-91 dated May 8,1991,by Inspec- IC-1203-92 January 22, 1993 tion Concepts in accordance with ASTM C 947, C IC-1228-93 July 2, 1993 666 Procedure B, and ANSI-136-1. IC-1270-94 April 20, 1994 IC-1271-94 April 20, 1994 6.19 Report No. 497742 dated March 5, 1990, by ETL Testing Laboratories in accordance with ASTM E 6.9 The following test reports were issued by Inspection 84-89. Concepts for'Racking Tests'of panels: 6.20 Report No.IC-1 039-89 dated January 6,1989,revised Report No. Date May 11,1990,by Inspection Concepts on comparative IC-1013-88 January, 1988 fastener pullout and pull-through results. IC-1014-88 January, 1988 6.21 Product information sheets issued October 1991,by IC-1030-88 September, 1988 James Hardie Building Products, Inc. IC-1032-88 September, 1988 IC-1037-88 November, 1988 6.22 Structural calculations verifying design values for IC-1038-88 November, 1988 Tables 2 and 3 of this report,prepared by Inspection IC-1057-89 September, 1989 Concepts dated October 20,1993,signed by Ronald IC-1062-89 November,1989 1.Ogawa, P.E. IC-1100-90 October 30, 1990 IC-1107-91 January 5, 1991 6.23 Letter correcting structural calculations for BRANZ IC-1108-91 January 6, 1991 Reports S106 and STR128 prepared by Inspection IC-1109-91 January 8, 1991 Concepts dated February 14, 1993, signed and IC-1110-91 January 8, 1991 sealed by Ronald t.Ogawa, P.E. IC-112OA-91 March 20, 1991 IC-11208-91 March 20, 1991 6.24 Letter reviewing "Racking Tests' and 'Transverse IC-112OC-91 March 20, 1991 Load Tests"for Group III wood species verification for IC-112OD-91 March 20, 1991 Tables 2 and 3 of this report,prepared by Inspection IC-1202-92 January 22, 1993 Concepts dated October 14,1993,signed and sealed IC-1202-92 January 22, 1993 by Ronald 1.Ogawa, P.E. IC-1237-93 August 5, 1993 IC-1273-94 April 20, 1994 6.25 The following test reports were issued by Omega IC-1274-94 Apri129, 1994 Point Laboratories for"One-hour Fire-resistantAssem- blies': 6.10 The following test reports were issued by inspection Report No. Date Concepts for"Transverse Load Tests"of planks: 11710-92783 February 13, 1992 Report Na. Date 11710-92851 September 9, 1992 IC-1020-88 May, 1988 11710-98414 May 1, 1995 IC-1011-88 January, 1988 IC-1034-88 October, 1988 6.26 Test Report No. 8108A-87 dated May 20, 1987, IC-1035-88 October, 1988 issued by Ramtech Laboratories,Inc.,in accordance with ASTM C 725 for flexural strength tests con- 6.11 The following test reports were issued by Southwest ducted on 1/2 inch and 3/4 inch thick compressed Research institute for'One-hourFire-resistiveAssem- sheet panels. blies': 6.27 Test Report No.81088-87 dated May 26, 1987,issued Report No. Date by Ramtech Laboratories,Inc.,in accordance with ASTM E 72, Section 18,concentrated load on 1/2 inch and 3/4 01-2602-802 March, 1989 inch thick compressed sheet panels. 01-2602-803 March, 1989 6.28 Test Report No. 8108C-87 dated June 24, 1987, issued by Ramtech Laboratories,Inc.,in accordance 6.12 Structural calculations verifying design values for with ASTM E 72, Section 9, transverse load on 112 Tables 2 and 3 of this report,prepared by Inspection inch and 3/4 inch thick compressed sheet panels. Concepts dated March 7,1990,signed and sealed by Ronald I.Ogawa, P.E. 6.29 Test Report No.IC-1257-94 dated January 13, 1994, by Inspection Concepts in accordance with ASTM E 6.13 Test Report No. IC-1093A-90 dated October 18, 331 for water penetration of 114 inch thick Hardipanel 1990, issued by Inspection Concepts in accordance vertical siding. with ASTM E 136. 6.30 Test Report No. IC-1243-93 dated August 26, 1993, tt 1.1 (11;l 16�polt No 1 117-171? rtatmi nctnher 8, 1987, by Inspection Concepts in accordance with ASTM E I.1.1uod by;;1111th I nuuy(;nn1llmly In accunl.111co will) 2213 for expansion of 1/4 inch thick AN:;I A 118.9.19'90. Jmnes I Inrdio fiber cement products. Report No. NER-405 Page 8 of 18 6.31 Laboratory No. 9778-93, IC-1225-93,dated June 4, 12 inch wide by 114 inch thick Hardie"'Shingleside® 1993, by Ramtech Laboratories, witnessed by Mr. as siding roofing installed on 7/16 inch thick Oriented Ronald Ogawa from Inspection Concepts. The Strand Board utilizing 2 siding nails per 12 inch wide Hardibacker board was tested in accordance with panel. ASTM C 177-76 Test for Steady-State Thermal Transmission Properties by Means of the Guarded 6.44 Ramtech Laboratories, Inc. Laboratory Number Hot Plate. are listed in Table 4 of this report. 10794-97/1464, dated March 13, 1997, describing 6.32 Test Report No.IC-1230-93,Laboratory No.9778-93, results of an Uplift Resistance Test of 18 8 inch long by dated June 1993, by Ramtech Laboratories, wit- 12 inch wide by 1/4 inch thick Hardie Shinglesidee nessed by Mr. Ronald Ogawa from Inspection Con- as siding roofing installed on 7/16 inch thick Oriented cepts.The Hardibacker board materials were tested Strand Board utilizing 3 siding nails per 12 inch wide in accordance with ASTh1 E 96-90 to determine the panel. water vapor transmission properties. The average 6.45 Wind analysis and calculations for Hardishingle and permeance (perms) of the panels is shown in Table Hardislate roofing and Hardie Shingleside cladding 5 of this report. installed with 8, 7, and 6 inch weather exposures. 6.33 Laboratory No. 10367A-95/1363, dated September Analysis and calculations conducted by Ronald 1. 18,1995,by Ramtech Laboratories,witnessed by Mr. Ogawa,P.E.dated March 28, 1997,March 31, 1997, Ronald Ogawa by Inspection Concepts.The 7 in inch and April 2, 1997. and 9 v2 inch,wide Hardiplank Lap Siding was tested in accordance with ASTM E 330 Transverse Load Test.The panels were installed on nominal 2x4 wood 7.0 CONDITIONS OF USE structural members spaced 16"on center. The National Evaluation Service finds that the James 6.34 Structural Calculations verifying design values for Hardie building products described in this report comply Table 3 of this report, prepared by Inspection Con- with,or are an alternative to materials noted in the BOCA cepts dated October 6, 1995, signed by Ronald I. National Building Code/1996,the 1997 Standard Building Ogawa, P.E. Code with 1998 revisions,the 1997 Uniform Building Code, and the 1998 International One and Two Family Dwelling 6.35 Project No. 117-98414, dated May 1, 1995, Omega Code, subject to the following conditions: Point Laboratories.The load-bearing 2x4 stud wall with Hardiplank lap siding was tested in accordance with 7.1 Products shall be installed in accordance with this ASTM E 119-88.Section 3.5.4 of this report describes report. the one-hour fireresistance rated assembly. 7,2 Hardiplank Siding shall be installed on exterior walls 6.36 Structural calculations to determine design wind load braced in accordance with the applicable building on 8.25 Hardiplank,dated October 24, 1996,signed code: and stamped by Ron Ogawa, P.E. • Section 2305.7 of the BOCA National Building 6.37 Structural calculations to determine design values for Code/1996. Tables 2 and 3 of this report,prepared by Inspection . Section 2308.2 of the 1997 Standard Building Concepts dated July 16, 1997, July 19, 1997, and Code. August 19, 1997, signed and sealed by Ronald I. . Section 2320.11.3 and 2320.11.4 of the 1997 Ogawa, P.E. Uniform Building Code. 6.38 Report Lab.No.10868-9711475,dated June 26,1997 by Ramtech Laboratories, Inc. The report contains • Section 10 of the 1998 International One Family and Two y Dwelling Code. Famil results of testing in accordance with ASTM E 72 and ASTM E 330 on 5/16 inch thick Hardipanel. 7.3 Maximum wind pressures and allowable loads for 6.39 Report Lab.No. 10869-97/1482,dated July 14,1997 panel shear walls shall comply with Tables 2 and 3 of by Ramtech Laboratories, Inc. The report contains this report,respectively. results of transverse load testing in accordance with 7.4 Harditex baseboard is an acceptable weather-resis- ASTM E 72 on 9 1r2 inch wide Hardiplank lap siding. tive barrier.The weather-resistance performance of 6.40 Lab No. 29278-UDI, dated September 1, 1994 by joints and terminations has not been evaluated. Applied Research Laboratories.The report contains 7.5 Compressed sheetof equivalent thickness to Species reports of tensile pull-out testing of fasteners. Group 1 plywood is an acceptable alternative to 6.41 Structural calculations to determine the allowable plywood subflooring specified in: fastener spacing based on a wind speed of 110 mph, • Section 2307.3.3 of the BOCA National Building exposure category C, prepared by Inspection Con- Code/1996,Table 2307.3.3; cepts dated November 2,1994,signed and sealed by • Section 2307.6 of the 1997 Standard Building Ronald I. Ogawa, P.E. Code,Table 2307.6C; 6.42 Ramtech Laboratories, Inc. Laboratory Number • Section 2320.9.2 and Table 23-II-F-1 of the 1997 10794-97/1458, dated March 13, 1997, describing Uniform Building Code. results of an Uplift Resistance Test of 18 inch long by 12 inch wide by 1/4 inch thick HardishingleT"'roofing • Section 503 and Table No. 503.2.1.1(1) of the installed on 15/32 inch thick 4 ply 3 layer COX ply- 1998 International One and Two Family Dwelling wood Code. 6.43 k_imtoch I..rhur;itniirs, Inc. Laboratory Numbor 7.6 Uso of Compressed Sheet subfloor as a component W794-97/14G0, dated March 13, 1997, describing of a floor diaphragm is beyond the scope of this results of an Uplift Resistance Test of 18 inch long by report. Report No. NER-405 Page 9 of 18 7.7 The products shall be manufactured at the following • Carole Park,Queensland,Australia locations with quality control Inspections by Intertek • Brooklyn,VIC,Australia Testing Services, Inc. (NER-QA219): y • Fontana,California • Welshpool,WA,Australia • Cleburne,Texas • Penrose,Auckland, New Zealand • Plant City, Florida 7.8 This report is subject to re-examination on a periodic • Tacoma,Washington basis. For information on the current status of this report, contact one of the participating members of • Rose Hill, NSW,Australia the NES. Table 1 Standard Nominal Plank& Panel Dimensions PRODUCT LENGTHTHICKNESSES TYPE- WIDTH , -(Feet) (Inches) Hardiplank 4, 6, 6-1/4, 7-1/2, 8, 12, 14 5/16 8-1/4, 9-1/2& 12 inches Hardisoffit 16, 24, 36 &48 inches 8, 9 & 10 3/16 & 1/4 Hardiflex 4 feet 8, 9& 10 3/16, 1/4, 5/16&3/8 Hardipanel 4 feet 8, 9 & 10 114 &5/16 Harditex 4 feet 8. 9 & 10 1/4, 5/16, 3/8&7/16 Hardibacker 3 &4 feet 4, 5, 8 1/4 (square edge) Hardiboard 4 feet 8, 9 & 10 114 &7116 (tapered edge) Hardibacker 4 feet 4 & 8 114 & 5/16 (Multilay) Shingleside 6, 8, & 12 inches 1.5 1/4 Compressed Sheet 4 feet 8, 9 ,10 1/2, 5/8 &3/4 otes to Table-T-. 1. Plank and panel products are also available in other lengths,widths, and thicknesses by special arrangement. 2. 1 inch=25.4 mm, 1 ft= 304.8 mm Report No. NER405 Page 10 of 18 Table 2 Maximum Wind Speed - . . . . IT • BUILDINGTYPE SPACING TYPES--.� SPACING r r - .t • . B C Hardiflex 3/16 4d common 6 2 x 4 wood 16 20 90 70 Hardisoffit 1-112 in.long 40 80 — 60 70 — 100 70 — Hardipanel 1/4 4 d common 8 2 x 4 wood 16 20 90 — Hardiflex 1-1/2 in.long 40 80 — Harditex 60 70 — Hardisoffit 24 20 70 — 40 -- -- Hardipanel 1/4 6d common 6_ 2 x 4 wood 16 20 120 1004 Hardiflex 2 in. long 40 120 905,16 Harditex 60 110' 2 905 100 9515 701e 200 8017 7019 Hardipanel 1/4 No. 11 ga. 6 2 x 4 wood 16 20 110 80 Hardiflex 1-1/4 in. long 40 105 80 Harditex galvanized 100 90 70 roofing nail 150 80 70 200 80 — 24 20 80 — 40 80 — 100 70 — Hardipanel 1/4 No. 11 ga. 4 edge 2 x 4 wood 16 20 120 90 Hardiflex 1-114 in.long 12 field 40 120 90 Harditex galvanized 100 100 80 roofing nail 200 90 70 Hardipanel 5/16 0.091 in. 4 edge 2 x 4 wood' 16 0-15 10014.23 807.18 Hardiflex shank,0.225 8 field 20 9514.24 758.19 Harditex in.HD, 1.5 in. 40 8518.20 7010,20 long ring 60 8017•28 11.21 shank nail 100 7019 _2' Hardipanel 5/16 4d common 8 2 x 4 wood 16 40 110 80 Hardiflex 1-1/2 in.long 100 90 70 Harditex 150 80 — 200 70 — 24 20 90 — 40 80 — 60 70 — Hardipanel 5/16 6d common 6 2 x 4 wood 16 20 120 1004.14 Hardiflex 2 in.long 40 120 90 4.15 Harditex 60 1104.22 8o4.15 100 95 4,'s 70'•" 200 80.17 —8.19 Hardipanel 5/16 6d common 6 2 x 4 wood 24 20 1104.22 80 5 Hardiflex 2 in.long 40 100 6.25 809 Harditex 60 90 V° 709 100 80 —21 200 70 — Hardipanel 5/16 6d common 4 2 x 4 wood 16 20 120 100'•" Hardiflex 2 in. long 40 120 100 4 •13 Harditex 60 120 90 5.13 100 1001',22 8014 200 80 13•25 70 15 Hardipanel 5/16 6d common 4 2 x 4 wood 24 20 120 105' Hardiflex 2 in. long 40 120 95 5,1s Harditex 60 110 4.22 go, 100 1007 80 18 200 80 9•" 70 1° Hardipanel 5/16 6d common 6 edge 2 x 4 wood 16 40 120 90 Hardiflnx 2 in. long 12 field 100 100 80 1I'll dilm 200 90 70 Roport No.NER-405 Page 11 of 18 Table 2 Maximum Wind Speed i PRODUCT 7F TENEWIW�W1 FRAME STUD TYPE TYPE SPACING TYPES' SPACING BUILDING (inches) (Feet) • .- •. - . - B C Hardiflex 7116 No. 11 ga 6 2 x 4 wood 16 20 120 120 Harditex 1-3/4 in.long 40 120 110 galvanized 60 120 100 roofing nail 100 110 9014 200 10014 80 t5 Hardiflex 3/16 Min. No.8-18, 6 Min.No.20 16 20 80 70 Hardisoffitt 1 in.long x ga.x 3-5/8 in. 40 80 — 0.323 in. HD x 1-3/8 in. 60 70 — Hi-Lo®SO or metal C-stud 100 70 — S-12T" ribbed buglehead screws Hardipanel 1/4 Min.No.8-18, 6 Min.No.20 16 20 120 90 Hardiflex 1 in.long x ga.x 3-5/8 in. 40 110 90 Harditex 0.323 in. HD x 1-3/8 in. 60 100 80 Hi-Lo®S®or metal C-stud 100 90 80 S-12"m ribbed 150 90 70 buglehead 200 80 70 screws 24 20 90 70 40 80 — 100 70 — Hardiflex 7/16 Min.No.8-18, 6 Min.No.20 16 20 120 120 Harditex 1 in.long x ga. x 3-5/8 in. 40 120 120 0.311 in. HD x 1-3/8 in. 60 120 110' Hi-Lo®S®or metal C-stud 100 120 9014 S-12"m ribbed 200 10014 80" buglehead screws Hardiplank 5/16 6d common Through 2 x 4 wood 16 20 130 1001 4;n. 2 in.long Overlap 40 120390 6 in. 60 110' 90' 6-1/4 in. 100 100' 90' 7-1/2 in. 200 90' 80' 8 in. 24 20 1003 70' 8-1/4 in. 40 90' 70' 9-1/2 in. 60 80' 70' 100 80' — 200 70' — Hardiplank 5/16 6d common Through 2 x 4 wood 16&24 20 80 — 12 in. 2 in.long Overlap 40 70 — Hardiplank 5/16 No. 11 ga. 1- Through 2 x 4 wood 16 20 110 90 4 in. 1/4 in. long top edge 40 100 80 6 in. galvanized of plank 100 90 70 6-1/4 in. roofing nail 200 80 70 7-1/2 in. 8 in. 8-1/4 in. 9-1/2 in. w/os/splice Hardiplank 5/16 Min. No. 8-18, Through Min. No. 16 16&24 20 90' — 4 in. 1-5/8 in. long Overlap ga. x 3-5/8 in. 40 80' — 6 in. x 0.323 in.HD x 1-3/8 metal 100 70' — 6-1/4 in. Hi-Lo®S®or C-stud 7-1/2 in. S-12Tm ribbed 8 in. buglehead 8-1/4 in. screws 9-1/2 in. 12 in. Hardiplank 5/16 Min. No.8-18, Through Min. No.20 16 20 120 90 4 in. 1-1/4 in. long top edge ga. x 3-5/8 in. 40 110 90 6 in. x 0.375 in.HD of plank x 1-3/8 metal 60 100 80 6-1/4 in. Hi-Lo®S®or C-stud 100 90 80 7-1/? in 5-12 T'A ribbed 150 90 70 ;1 111 I'lullilrt 2.00 80 70 ;1 11.1 ni W,tluih��,ul 9-Ir"in, screws Report No. NER405 Page 12 of 18 Table 2 Maximum Wind Speed . . . . MAXIMUM BASIC WINE)17 :TYPES2 SPACING . - flnch ., O. B C Hardiplank 5/16 0.089-in. Through 2 x 4 wood 16 0-15 100 4.14 13 _ 11.17 4 17 tn. shank x Overlap 20 190 7,15 - 11,17 6 in. 0.221 in. HD 12.19 6-1/4 in. x 2 in.Ion 60 859.15 - 21 7-1/2 in. galvanized 100 7517 -21 8 in. siding nail 200 - - 8-1/4 in. 9-1/2 in. Hardiplank 5/16 Minimum Through 2 x 4 wood 16 0-15 100 14:2 -- 18.28 4 in. 0.093 in. top edge 20 95 6 in. shank x of plank 40 85 14.26 -21 6-1/4 in. 0.222 in. HD 60 80 17 -21 7-112 in. x 2 in.long 100 7521 -21 galvanized 200 70 - siding nail Hardiplank 5/16 Minimum Through 2 x4 wood 16 0-15 92 1525 -1920 8 in, 0.093 in. top edge 20 90 8-1/4 in. shank x of plank 40 80 t7•t6 -21 0.222 in. HD 60 7520 -21 x 2 in.long galvanized siding nail Hardiplank 5/16 0.091 in. Face nailed 7/16 inch 16 0-15 9015,23 _19.29 9-112 in. shank,0.221 through the thick APA 20 8518.24 20,30 in.HO, 1.5 in. overlap @ 12 rated OSB 40 8018,27 _21,31 long corrosion in.o.c. sheathing or 60 7519.28 - resistant nail equivalent 100 -21,31 -' solid sheathing 1. Values are for species of wood having a specific gravity of 0.36 `'16. The Maximum Basic Wind Speed is permitted to be increased to 95 or greater. mph in areas regulated by the 1997 Uniform Building Code. 2. Values are for species of wood having a specific gravity of 0.42 17. The Maximum Basic Wind Speed is permitted to be increased to 90 or greater, unless otherwise noted. mph in areas regulated by the 1997 Uniform Building Code. 3. Values are reduced by 10 mph when Hardiplank Lap Siding is 18. The Maximum Basic Wind Speed is permitted to be increased to 85 installed with off-stud splice. mph in areas regulated by the 1997 Uniform Building Code. 4. The Maximum Basic Wind Speed is permitted to be increased to 19. The Maximum Basic Wind Speed is permitted to be increased to 80 120 mph in areas regulated by the 1997 Standard Building mph in areas regulated by the 1997 Uniform Building Code. Code. 20. The Maximum Basic Wind Speed is permitted to be increased to 75 5. The Maximum Basic Wind Speed is permitted to be increased to mph in areas regulated by the 1997 Uniform Building Code. 110 mph in areas regulated by the 1997 Standard Building 21. The Maximum Basic Wind Speed is permitted to be increased to 70 Code. mph in areas regulated by the 1997 Uniform Building Code. 6. The Maximum Basic Wind Speed is permitted to be increased 22. The Maximum Basic Wind Speed is permitted to be increased to by 105 mph in areas regulated by the 1997 Standard Building 120 mph in areas regulated by the BOCA National Building Code. Code/1996. 7. The Maximum Basic Wind Speed is permitted to be increased 23. The Maximum Basic Wind Speed is permitted to be increased to by 100 mph in areas regulated by the 1997 Standard Building 115 mph in areas regulated by the BOCA National Building Code. Code/1996. 8. The Maximum Basic Wind Speed is permitted to be increased 24. The Maximum Basic Wind Speed is permitted to be increased to by 95 mph in areas regulated by the 1997 Standard Building 110 mph in areas regulated by the BOCA National Building Codo. Code11996, 9. The Maximum Basic Wind Speed is permitted to be increased 25. The Maximum Basic Wind Speed is permitted to be increased to by 90 mph in areas regulated by the 1997 Standard Building 105 mph in areas regulated by the BOCA National Building Coda. Code/1996. 10. The MaxllnUm Basic Wind Speed is permitted to be increased 26. The Maximum Basic Wind Speed is permitted to be increased to 95 by 85 mph in areas regulated by the 1997 Standard Building mph in areas regulated by the BOCA National Building Codo/1996. Code. 27. The Maximum Basic Wind Speed is permitted to be increased to 90 11. The Maximum Basic Wind Speed is permitted to be increased mph in areas regulated by the BOCA National Building Code/1996. by 80 mph in areas regulated by the 1997 Standard Building 28. The Maximum Basic Wind Speed is permitted to be increased to 85 Code. mph in areas regulated by the BOCA National Building Code/1996. 12. The Maximum Basic Wind Speed is permitted to be increased 29. The Maximum Basic Wind Speed is permitted to be increased to 80 by 70 rnnh in arras regulated by the 1997 Standard Building mph in areas regulated by the BOCA National Building Codo11996. (7"der. 30. The Maximum Basic Wind Speed is permitted to be increased to 75 13. The Maximum Basic Wind Speed is permitted to be increased to mph in areas regulated by the BOCA National Building Coda/1996. 1:'11 mph in amA') rnrlulated by lh1) 1997 Uniform 1luilding Codo. 31. Tho Maximum Basic Wind Speed is permitted to be increased to 70 1 1 I Ili+ M.womnt Il,rur Wln+l : lu n+)rt lu+n111t1r+1 to ho uum.1-Ind to ioph in;%It+a,i regulated by tho 130CA Notional Building Code)0996. I It1 opI,I71,urt,tsirt+pd,►tt,-ti by tha 1',1!)/ Uniform lluildintl Coda. 15. Tho Maxinxnn Basic Wind Speed is permitted to be increased to 100 mph in areas regulated by the 1997 Uniform Building Coda Report No. NER-405 Page 13 of 18 Table 3 Shear Values Allowable Loads in Pounds Per Lineal Foot For Panel Shear Walls" PRODUCT • SHEAR TYPE THICKNESS TYPE SPACING TYPES" SPACING VALUE Hardiflex 3/16 4d common 6 2 x 4 wood 16 145 Hardisoffit 1-1/2 in. long Hardipanel 1/4 4d common 8 2 x4 wood 16&24 120 Hardiflex 1-1/2.long Hardisoffit Hardibacker' 1/4 0.086 in. x 1-3/8 in.long 6 2 x 4 wood 16&24 140 Hardiboard5 gypsum wall board nail Hardipanel 1/4 6d common 6 2 x4 wood 16 190 Hardiflex 2 in.long Hardipanel 1/4 No. 11 ga. 6 2 x 4 wood 16&24 180 Hardiflex 1-1/4 in.long Harditex5 galvanized Hardibacker' roofing nail Hardiboard' Hardipanel 1/4 No. 11 ga. 4 edge 2 x4 wood 16&24 265 Hardiflex 1-1/4 in.long 12 field Harditex' galvanized Hardibacker' roofing nail Hardiboard' Hardipanel 1/4 No. 11 ga. 3 edge 2 x 4 wood 16&24 295 Hardiflex 1-1/4 in.long 6 field w/48 in. Harditex5 galvanized mid-height Hardibacker5 roofing nail block Hardiboard5 Hardipanel 5/16 0.091 in.shank,0.225 4 edge 2 x4 wood' 16 198 Hardiflex in. HD, 1.5 in. long ring 8 field shank nail Hardipanel 5/16 4d common 8 2 x 4 wood 16&24 120 Hardiflex 1-1/2 in.long Hardipanel 5/16 6d common 6 2 x 4 wood 16 200 Hardiflex 2 in. long Hardipanel 5/16 6d common 6 2 x 4 wood 24 153 Hardiflex 2 in.long Hardipanel 5/16 6d common 4 2 x 4 wood 16 233 Hardiflex 2 in,long Hardipanel 5/16 6d common 4 2 x 4 wood 24 212 Hardiflex 2 in,long Hardipanel 5/16 6d common 6 edge 2x 4 wood 16 157 Hardiflex 2 in,long 12 field Hardipanel 5/16 6d common 6 edge 2x 4 wood 24 145 Hardiflex 2 in.long 12 field Hardipanel 5/16 No. 11 ga. 6 2 x 4 wood 16 200 Hardiflex 1-1/2 in.long galvanized Fiarditex' roofing nail Hardibacker' Hardipanel 5/16 No. 11 ga. 4 edge 2 x 4 wood 16 280 Hardiflex 1-1/2 in.long 12 field Harditex5 galvanized Hardibacker' roofing nail I-Inrdipanot 5116 No. 11 ga. 3 edge 2 x 4 wood 16 340 I larclillox 1-1/2 In. long 6 field w/48 in. Harditex' galvanized mid-height W(Alinri nrtii block Report No. NER405 Page 14 of 18 Table 3 Shear Values Allowable Loads In Pounds Per Lineal Foot For Panel Shear Walls'2 PRODUCT - • r • SHEAR TYPE THICKNESS TYPE: SPACING TYPES4 SPACING VALUE (inches) (Inches) (inches) Hardiflex 7/16 No. 11 ga. 6 2 x 4 wood 16 280 Hardipanel 1-3/4 in.long galvanized Harditexs roofing nail Hardibackers Hardiboards Hardiflex 3/16 Min. No. 8-18, 1 in.long 6 Min. No.20 16 1408 Hardisoffit x 0.323 in. HD Hi-Lo® ga. x 3-5/8 in. S®or S-12Tm ribbed x 1-3/8 in. buglehead screws metal C-stud Hardipanel 1/4 Min. No.8-18, 1 in.long 6 Min. No.20 16&24 125" Hardiflex x 0.323 in. HD Hi-Lo® ga. x 3-5/8 in. Harditexs S®or S-12TM ribbed x 1-3/8 in. Hardibackers buglehead screws metal C-stud Hardiboards Hardipanel 5/16 Min.No.8-18, 1 in.long 6 Min. No.20 16 160" Hardiflex x 0.323 in.HD Hi-Lo® ga. x 3-5/8 in. Harditexs S®or S-12TM ribbed x 1-3/8 in. Hardibackers buglehead screws metal C-stud ` Hardipanel 7/16 Min. No.8-18, 1 in.long 6 Min. No.20 16 162" Hardiflex x 0.311 in.HD Hi-Lo® ga. x 3-5/8 in. Harditexs S®or S-12Tm ribbed x1-3/8 in. Hardibackers buglehead screws metal C-stud Hardiboards 1. All board edges shall be supported by framing. Panels shall be applied with the long dimension parallel to studs. 2. The maximum height-to-length ratio for construction in this Table is 2:1. 3. Values are for species of wood having a specific gravity of 0.36 or greater. 4. Values are for species of wood having a specific gravity of 0.42 or greater,unless otherwise noted. 5. Harditex,Hardiboard and Hardibacker sheets are also permitted to be applied with the long dimension perpendicular to studs. 6. Under the Uniform Building Code, these steel-framed assemblies are limited to wind load resistance only. Table 4 "K" and "R"Values for Fiber-Cement Products PRODUCTTHERMAL ACTUAL THERMAL ACTUALTHERMAL THICKNESS . . CONDUCT 1/4 1.95 0.51 0.49 0.13 5/16 2.07 0.48 0.65 0.15 3/8 2.18 0.46 0.82 0.17 7/16 1 2.30 0.44 1 1.00 0.19 Notes to Table 4: 1. Based on 1 inch of panel thickness. 2. Actual value for panel thickness shown. Table 5 Permeance Values for Fiber-Cement Products PRODUCT THICKNESS (PERMS) 1/4 1.75 5/16 1.54 3/8 1.32 1.10 Report No. NER-405 Page 15 of 18 Table 6A BOCA National Building Code/1996 ALLOWABLE BASIC WIND SPEEDS(MILES PER HOUR) FOR HARDIE SHINGLESIDE EXTERIOR WALL FINISH Weather Exposure and Height of Exposure Category Sheathing Type Fastener Type Fastener Location Building(feet) B C 0-15 110 95 8 inch exposure 20 110 90 2 roofing nails 40 110 80 9 inches from butt edge 60 110 75 100 80 NA 200 70 t NA 0-15 110 110 Minimum 15/32-inch Min.0.121-in. shank 20 110 105 thick plywood x 0.371-in.HD x 1- 7 inch exposure 40 110 95 complying with DOC 1/4-in.long corrosion 2 roofing nails 60 110 90 PS 1-95 resistant roofing nail 8 inches from butt edge 100 95 75 200 80 70 0-15 110 110 6 inch exposure 20 110 110 40 110 105 2 roofing nails 7 inches from butt edge 60 110 100 105 85 85 200 90 75 Table 6B SBCCI-1997 Standard Building Code ALLOWABLE BASIC WIND SPEEDS(MILES PER HOUR) FOR HARDIE SHINGLESIDE EXTERIOR WALL FINISH Weather Exposure and Height of Exposure Category Sheathing Type Fastener Type Fastener Location Building(feet) Standard Coastal 8 inch exposure 0-15 105 105 2 roofing nails 20 100 . 100 9 inches from butt edge 40 90 90 Minimum 15/32-inch Min. 0.121-in.shank 60 85 85 thick plywood x 0.371-in. HD x 1- 7 inch exposure 0-20 110 110 complying with DOC 1/4-in.long corrosion 2 roofing nails 40 100 100 PS 1-95 resistant roofing nail 8 inches from butt edge 60 95 95 6 in exposure 0-60 110 110 2 roofing nails 100 75 75 7 inches from butt edge 1 200 1 70 1 70 Table 6C ICBG- 1997 Uniform Building Code ALLOWABLE BASIC WIND SPEEDS(MILES PER HOUR)FOR HARDIE SHINGLESIDE EXTERIOR WALL FINISH Weather Exposure and Height of Exposure Category Sheathing Type Fastener Type Fastener Location Building(feet) B C 0-20 110 90 8 inch exposure 40 100 80 2 roofing nails 60 95 75 9 inches from butt edge 100 90 70 200 80 70 Minimum 15/32-inch Min.0.121-in.shank 0-20 110 105 thick plywood x 0.371-in.HD x 1- 7 inch exposure 40 110 95 complying with DOC 1/4-in.long corrosion 2 roofing nails 60 110 90 PS 1-95 resistant roofing nail 8 inches from butt edge 100 105 85 200 95 80 0-20 110 110 6 inch exposure 40 110 105 2 roofing nails 60 110 100 7 inches from butt edge 100 110 95 200 100 90 Nolms it) Vabltm OA,OU anal GC; 1. Table values are based on an importanco factor of 1.0 2. One foot=305 mm,one inch=25.4 mm,one MPH= 1.6 km/h Report No. NER405 Pago 16 of 18 Table 7A BOCA National Building CodeH996 ALLOWABLE BASIC WIND SPEEDS(MILES PER HOUR)FOR HARDIE SHINGLESIDE EXTERIOR WALL FINISH Weather Exposure and Height of Exposure Category Sheathing Type Fastener Type Fastener Location Building(feet) B C 0-15 8 inch exposure 110 75 20 2 siding nails 20 110 75 9 inches from butt edge 40 90 70 60 85 NA 7 inch exposure 0-15 110 90 Minimum 7/16-inch Min.0.091-in.shank 20 110 85 thick OSB sheathing x 0.221-in.HD x 1- 2 siding nails 40 105 80 complying with DOC- 1/2-in.long corrosion 8 inches from butt edge 60 100 75 PS 2-95 resistant siding nail 0-15 110 100 6 inch exposure 3 20 110 95 40 110 90 2 siding nails, 60 110 80 7 inches from butt edge 100 85 70 200 75 NA Table 7B SBCCI- 1997 Standard Building Code ALLOWABLE BASIC WIND SPEEDS(MILES PER HOUR)FOR HARDIE SHINGLESIDE EXTERIOR WALL FINISH Weather Exposure and Height of Exposure Category Sheathing Type Fastener Type Fastener Location Building(feet) Standard Coastal 8 inch exposure 0-20 85 85 2 siding nails 40 75 75 9 inches from butt edge 60 70 70 Minimum 7/16-inch Min.0.091-in.shank 7 inch exposure 20 100 100 thick OSB sheathing x 0.221-in. HD x 1- 2 siding nails 40 85 85 complying with DOC- 1/2-in.long corrosion 8 inches from butt edge 60 80 80 PS 2-95 resistant siding nail 6 inch exposure 0-20 110 110 2 siding nails 40 105 105 60 100 100 7 inches from butt edge 100 1 70 70 Table 7C ICBO -1997 Uniform Building Code ALLOWABLE BASIC WIND SPEEDS(MILES PER HOUR) FOR HARDIE SHINGLESIDE EXTERIOR WALL FINISH Weather Exposure& Height of Exposure Category Sheathing Type Fastener Type Fastener Location Building(feet) B C 0-15 100 75 8 inch exposure 20 90 70 2 siding nails 40 85 NA 9 inches from butt edge 60 80 NA 100 70 NA 0-15 110 90 Minimum 7/16-inch Min.0.091-in.shank 20 110 85 thick OSB sheathing x 0.221-in. HD x 1- 7 inch exposure 40 100 80 2 siding nails complying with DOC- 1/2-in.long corrosion 60 90 75 PS 2-95 resistant siding nail 8 inches from butt edge 100 85 70 200 70 NA 0-20 110 95 6 inch exposure 40 110 85 2 siding nails 60 105 80 7 inches from butt edge 100 80 NA 200 70 NA Notos to Tablos 7A,76,and 7C: 1 1,11011 v,ilu41•► III it Im."Ild on on impoitanco factor of 1.0 hu+ fot,t 1l1'i nun, onll Inch ?'..1 nim, Ono Mill I 1.6 km/h Report No. NER405 Page 18 of 18 Table 9A SBCCI.1997 Standard Building Code Allowable Fastener Spacing (in) Hardi lank Lao Siding fastened to ASTM C-90 Concrete Wall Height of 6-1/4 and 6 inch wide 7-1/2 inch wide 8-1/4 and 8 inch wide 9-12 inch wide Building Hardiplank Hardiplank Hardiplank Hardplank (feet) P 0-15 18.25 14.5 13.75 11.5 20 16.5 13.25 12.25 10.5 30 14.75 11.75 11 9.25 40 13.5 10.75 10.25 8.5 50 12.75 10.25 9.5 8 60 12.25 1 9.75 1 9 1 7.5 Notes to Table 9A: 1. Fasteners shall be ET&F Fastening Systems, Inc.Edco Stud nail, ET&F No.ASM-144125,head dia.=0.30 in.,shank dia.=0.14 in. , 2. Maximum basic wind speed shall be 110 mph. 3. Exposure Catagory C. Table 98 BOCA National Building Code11996 Allowable Fastener Spacing(in) Hardiplank Lap Sldln-q fastened to ASTM C-90 Concrete Wall 6-1/4 and 6 inch wide 7-1/2 inch wide 8-1/4 and 8 inch wide 9-12 inch wide Height of Hardiplank Hardiplank Hardiplank Hardplank Building (feet) Exposure Exposure Exposure Exposure Exposure Exposure Exposure Exposure B C B C B C B C 0-15 24.0 15.0 24.0 12.0 24.0 11.25 20.25 9.5 20 24.0 13.75 23.0 11.0 21.5 10.25 18.25 8.75 40 21.0 11.25 16.75 9.0 15.75 8.5 13.25 7.25 60 17.75 10.0 14.25 8.0 13.25 7.5 11.25 6.25 100 14.0 1 8.75 1 11.25 1 7.0 10.5 6.5 8.75 5.5 Notes to Table 9B: 1. Fasteners shall be ET&F Fastening Systems, Inc. Erica Stud nail, ET&F No.ASM-144125,head dia.=0.30 in.,shank dia.=0.14 in. 2. Maximum basic wind speed shall be 110 mph. Table 9C ICBG-1997 Uniform Building Code Allowable Fastener Spacing (in) Hardi lank Lav Siding fastened to ASTM C-90 Concrete Wall 6-1/4 and 6 inch wide 7-12 inch wide 6-1/4 and 8 inch wide 9-12 inch wide Height of Hardiplank Hardiplank Hardiplank Hardplank Building (feet) Exposure Exposure Exposure Exposure Exposure Exposure Exposure Exposure B C B C B C B C 0-15 24.0 14.25 19.25 11.25 18.0 10.5 15.25 9.0 20 22.5 13.25 18.0 10.5 16.75 9.75 14.25 8.25 40 17.75 11.5 14.25 9.25 13.5 8.5 11.25 7.25 60 15.75 10.5 12.75 8.5 11.75 8.0 10.0 6.75 100 13.25 9.25 10.5 7.5 9.75 7.0 8.25 5.75 Notes to Table 9C: 1. Fasteners shall be ET&F Fastening Systems, Inc. Erico Stud nail, ET& F No.ASM-144125, head dia.=0.30 in.,shank dia.=0.14 in. 2. Maximum basic wind speed shall be 110 mph. FORM 60CA 9(. FLORIDA ENERGY EFFICIENCY"GbDE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1236 Builder: RODGERS Address: - 1Xj3 7 -3 9/9-a,,� J,L Permitting Office: �r-L,g1I;1 I City, State: -, -00000-0 y Permit Number: '�v&,z. � owner: ���1�� ,, 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:24.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 10.00 _ I 4. Number of Bedrooms 3 _ b. N/A _ 5. Is this a worst case? Yes _ I _ j 6. Conditioned floor area(W) 1236 ft- c. N/A _ 7. Glass area&type a. Clear-single pane 0.0 ft' _ 13. Heating systems b. Clear-double pane 99.0 W _ a. Electric Heat Pump Cap:24.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 fN _ HSPF:7.00 _ d. Tint/other SC/SHGC-double pane 0.0 ft= b. N/A _ i 8. Floor types _ _ a. Slab-On-Grade Edge Insulation R=0.0,71.0(p)ft _ c. N/A _ b. N/A c. N/A 14. Hot water systems i 9. Wall types _ III a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0,997.0 ft' _ EF:0.86 _ b. N/A _ ! b. N/A _ c. N/A d. N/A _ I c. Conservation credits _ e. N/A (IIR-Heat recovery,Solar i 10. Ceiling types _ DI IP-Dedicated heat pump) a. Under Attic R=30.0,618.0 it= _ 15. MVAC credits _ b. N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat a. Sup:Unc. Ret:Con. AH:Interior Sup.R=6.0,75.0 ft _ ! RB-Attic radiant barrier, b.N/A i MZ-C-Multizone cooling, MZ-I1-Multizone heating) I Glass/Floor Area: 0.08 Total as-built points: 16509.00 PASS Total base points: 18998.00 I hereby certify that the plans and specifications covered Review of the plans and zKEsr by this calculation ar in coommppf nce with the Flor'da specifications covered by this X04 qT�° Energy Code. PREPARED XF calculation indicates compliancewith the Florida Energy Code.PREPARED GILBERT MILLER i Before construction is completed DATE: this building will be inspected for „ ` I hereby certify that this building, as designed, is in compliance with Section 553.908 compliance with the Flor' e. Florida Statutes. °o j OWNER/AGENT: -Pim BUILDING OFFICIAL: DATE: DATE: EnergyGauge@ (Version: FLRCNA-200) S FORM 60GA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: -, -, -, 00000-0 PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1236.0 33.05 7354.0 Double,Clear W 1.3 14.5 20.0 36.99 1.00 736.6 Double,Clear N 1.3 14.5 15.0 19.22 0.99 286.8 Double,Clear E 1.3 12.5 9.0 40.22 0.99 360.1 Double, Clear W 1.3 5.5 20.0 36.99 0.92 680.9 Double, Clear N 1.3 5.5 15.0 19.22 0.94 271.9 Double,Clear E 1.3 5.5 20.0 40.22 0.92 740.0 As-Built Total: 99.0 3076.4 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood, Exterior 11.0 997.0 1.70 1694.9 Exterior 997.0 1.70 1694.9 Base Total: 997.0 1694.9 As-Built Total: 997.0 1694.9 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 40.0 4.10 164.0 Exterior 40.0 6.10 244.0 Base Total: 40.0 244.0 As-Built Total: 40.0 164.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 618.0 0.60 370.8 Under Attic 30.0 618.0 0.60 370.8 Base Total: 618.0 370.8 As-Built Total: 618.0 370.8 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 71.0(p) -37.0 -2627.0 Slab-On-Grade Edge Insulation 0.0 71.0(p) -41.20 -2925.2 Raised 0.0 0.00 0.0 Base Total: -2627.0 As-Built Total: -2925.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 1236.0 10.21 12619.6 1236.0 10.21 12619.6 Summer Base Points: 19656.3 Summer As-Built Points: 15000.4 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 15000.4 1.000 0.970 0.341 1.000 4966.0 19656.3 0.3573 7023.2 15000.4 1.00 0.970 0.341 1.000 4966.0 FORM 60OA-97 , WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: -, -, -, 00000-0 PERMIT#: BASE 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 1236.0 9.76 2172.5 Double,Clear W 1.3 14.5 20.0 10.77 1.00 215.6 Double,Clear N 1.3 14.5 15.0 14.30 1.00 214.5 Double,Clear E 1.3 12.5 9.0 9.09 1.01 82.3 Double,Clear W 1.3 5.5 20.0 10.77 1.02 219.9 Double,Clear N 1.3 5.5 15.0 14.30 1.00 215.0 Double,Clear E 1.3 5.5 20.0 9.09 1.03 187.8 As-Built Total: 99.0 1135.2 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood, Exterior 11.0 997.0 3.70 3688.9 Exterior 997.0 3.70 3688.9 Base Total: 997.0 3688.9 As-Built Total: 997.0 3688.9 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 40.0 8.40 336.0 Exterior 40.0 12.30 492.0 Base Total: 40.0 492.0 As-Built Total: 40.0 336.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 618.0 1.20 741.6 Under Attic 30.0 618.0 1.20 741.6 Base Total: 618.0 741.6 As-Built Total: 618.0 741.6 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 71.0(p) 8.9 631.9 Slab-On-Grade Edge Insulation 0.0 71.0(p) 18.80 1334.8 Raised 0.0 0.00 0.0 Base Total: 631.9 As-Built Total: 1334.8 INFILTRATION Area X BWPM = Points Area X WPM = Points 1236.0 -0.59 -729.2 1236.0 -0.59 -729.2 Winter Base Points: 6997.6 Winter As-Built Points: 6507.3 Total Winter X System - Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 6507.3 1.000 0.982 0.487 1.000 3113.2 6997.6 0.5340 3736.7 6507.3 1.00 0.982 0.487 1,000 3113.2 EnergyG,m,,, " IBCA Form GOOA-97 FORM 600A-97 x { WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: -, -, -, 00000-0 PERMIT#: 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 3 2746.00 8238.0 50.0 0.86 3 1.00 2809.86 1.00 8429.6 As-Built Total: 8429.6 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 7023.2 3736.7 8238.0 18997.9 4966.0 3113.2 8429.6 16508.7 PASS Py04TEiB ST I nri ryt',.ni Ir " I WA I Wali 600A N FORM 60QA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: -, -, -, 00000-0 PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS _ SECTIONJ REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 1606 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. j EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends 1 from, and is sealed to,the foundation to the top late_ Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss orjoint members. I 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 cond tioned space,tested. Multi-story Houses +606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reis q 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, i have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (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 i attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 60_7.1 ! Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 I Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. I nuiqyG;wtp '"' I)CA I utni 600A 97 1 ',,iuvle00/FlaRl, S'9i' I I RCNA-200 r r ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.7 The higher the score,the more efficient the home. , -, -, -, 00000-0 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:24.0 kBtu/hr _ 3. Number of units,if multi-family I _ SEER: 10.00 _ 4. Number of Iledrooms 3 _ b. N/A _ 5. Is this a worst case? Yes _ 6. Conditioned floor area(R') 1236 fi' c. N/A _ 7. Glass area&type _ a. Clear-single pane 0.0 11= _ 13. Beating systems b. Clear-double pane 99.0 it= _ a. Flectric Heat Pump Cap:24.0 kBtu/hr _ c. Tint/other SC/SI IGC-single pane 0.0 I1= _ HSPF:7.00 _ d.Tint/other SC/SI IGC-double pane 0.0 11= h. N/A _ 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0.71.(1(11) 11 _ c. N/A _ b. N/A _ c. N/A 14. 1 lot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior 1t=]1.0.997.0 11= _ EF:0.86 _ b.N/A _ b. N/A _ c. N/A _ d.N/A _ c. Conservation credits _ e. N/A (I I R-1 leat recovery,Solar 10. Ceiling types _ Of IP-Dedicated heat pump) a. Under Attic 8=30.0,618.0 ft' _ 1�. I IVAC credits _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A I IF-Whole house fan, 11. Ducts _ PT-Programmable Thennostat, a. Sup:Unc. IZet:Con. AH:interior Sup. R=6A,75.0 Il _ IM-Attic radiant barrier, b.N/A \I7-C-Multizone cooling, 17-1 I-Multizone heating) i certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving fCalUrcS which will be installed (or exceeded) THE ST in this]ionic belore final inspection. Otherwise, a new I I'L Display Card will be completed ��pfc r 9rF0 based on inst',01cd Code compliant features. �'��� o Builder Si�IInature: Date: a d Address of New 1 lome: City/FL 7_il): *NOTE: The home's estimated energy petforuicut,-c sc•urc,is only availub/c through the FLA/RES computer program. This is not a l,'rril(li)7g Energy Rating. Ifyour score is 80 or greater(a-,M/in'a US EPA/DOE EnergyStar'x'designation), your home nrav qualify for energy efficiency mortgage (EEM) incentives if.vou obtain a Florida Energy Gauge Rating. Contact Ihw Li rgv Gauge Hotline at 407/638-1492 or see the Energi,Gmli�e web site at www.fvec.ucf edu for information and a list of certified Raters. For iglbrmation about Floriclu'A l:negD,Eficiency Code For Building Construction, contact the l�,�(trlmcnt of C'omntuniti,Af iirs W S,50/487-1 824. I nci (1;ui"r,10(Version I I I:( 'NA-200) * ResmanuJ(c) VersLn 3 * 3/29/99 RESIDENTIAL HEAT GAIN / HEAT LOSS CALCULATION (BASED ON A.C.C.A. MANUAL J - SEVENTH ;:' ITION (c) 1986 by A.C.C.A. ) ----=-----*------------------------------------------------- ---------------------------------- Project IPrepaired by: Address - IMcGOWAN'S City - 14850 COLLINS RD. State/Zip - 00000-0 10RANGE PARK, FL.32073 Owner NULL ITEL: (904) 278-0339 Builder RODGERS IFAX: (904) 278-0366 HVAC Contr McGOWAN'S Iemail:GILBERT@McGOWAN'S.COM --------------------------------------------------------------------------------------------- Cond Floor Area = 1236 To,-AL Glass Glass Area = 99 Conditioned Floor Area to Tota- Glass Area Ratio = 80 ---------------------------------------------=----------------------------------------------- * USA Climatic Conditions & Design Conditions * --------------------------------------------------------------------------------------------- Geographical Location 1 Jac�I:sonville AP, Florida North Latitude / Eleva'ci_on 1 28° 16Ft. Above Sea Level Outdoor Winter Dry Bulb 1 35r Indoor Winter Dry Bulb 1 70' Winter Temperature Diff. (wTd) 1 35" Outdoor Summer Dry Bulb 189" Outdoor Summer Wet Bulb ( 78" Outdoor Summer Hum. Ratio Gr/Lb 159 Indoor Summer Relaltive Hum. 1 50 Indoor Summer Design Gr/Lb. 1 66 Indoor Summer Dry Bulb 75" Summer Temperature Diff. (sTd) 14 ° Summer Daily Range 115" (Medium Deviation) ----------------------------------------------------------------------------------------------- * HEATING SUMMARY * RODGERS.EN! * COOLING SUMMARY * ---------------------------------------------------------------------------------------------- SUBTOTAL 23209.2 1 STRICTURE SENSIBLE = 9424.2 1 OCC'_!PANTS + 1800.0 I APPLIANCES + 1200.0 1 SU!'TOTAL SENSIBLE = 12424 .2 DUCT LOSS + 1160.5 1 DUCT GAIN + 1242.4 TOTAL LOSS = 24369.7 1 TO'T'AL SENSIBLE = 13666.6 MECHANICAL VENT.- 50 CFM = 1925.0 1 ME('HANICAL VENT.- 50 CFM = 770.0 1 TEP9P.SWING 3.0°@ 95° x 1.0 MINIMUM EQUIPMENT LOSS = 26294 .7 1 MII!IMUM EQUIPMENT SENSIBLE = 14436.6 ------------------------------------------------ -------------------------------------------- 20% OVERSIZE LOSS = 5258. 9 120 `, OVERSIZE SENSIBLE = 2887.3 EQUIPMENT LOSS + 26294 .7 1 EQ111PMENT SENSIBLE + 14436.6 MAXIMUM EQUIPMENT LOSS = 31553.6 1 MA`:11,1UM EQUIPMENT SENSIBLE = 17323.9 ------------------------------------------------ 1 -------------------------------------------- 1 TO",AL LATENT = 8811.7 1 EQUIPMENT SENSIBLE + 14436.6 1 EQ','.SENSIBLE + LATENT = 23248.3 --------------------------------------------------------------------------------------------- * AIR FLOW FA,,'I'ORS * ---------------------------------------------------------------------------------------------- HEATING FACTOR (BTUH/CFM) = 31.8 I C':)' i' ':i,'G FACTOR (BTUH/CFM) = 12.7 HEATING CFM = 826.4 1 CCr-;:IPdG CFM = 898.6 ---------------------------------------------------------------------------------------------- * EQUIPMENT SEL';CTION * ---------------------------------------------------------------------------------------------- EQT. MANUF I SEHI`,IBLE CLG (BTUH) CU MOD # _ I LA`i'!'.NT CLG (BTUH) AHU MOD # I TUT!+I, CLG (BTUH) HEATING INPUT (BTUH) I 'I'01]1,GE HEATING OUTPUT (BTUH) I i?ER HEATING CFM (BTUH) I CO�.)1,ING CFM AFUE/HSPF I TY''F. Calculation Procedures A,B,C,D I Procedure A Winter Infiltration HTM -------------------------------------------------------------------------------------------I 1. Winter Infiltration CFM Envelope Evaluation #2 (Good/Average) I 1.6 Air Changes per hour x 9888 Cubic ft. x .OL67 = 264 .2 CFM I I 12. Winter Infiltration Btuh I 1. 1 x 264 .2 CFM x 35 Degrees Winter TD = 10172.0 BTUH I I 3. Winter Infiltration HTM I 10172 Btuh / 99 Sq.Ft of total Glass & Door areas = 102.7 HTM i - I I I I Procedure B Summer Infiltration HTM -------------------------------------------------------------------------------------------I 11. Summer Infiltration CFM Envelope Evaluation 42 (Good/Average) I .7 Air Changes per hour x 9888 Cubic ft. x .0167 = 115.6 CFM I I 12. Summer Infiltration Btuh I 1.1 x 115. 6 CFM x 14 Degrees Summer TD = 1780.1 BTUH I I 13. Summer Infiltration HTM 1780.1 Btuh / 99 Sq.Ft of total Glass & Door areas = 18.0 HTM I I I I Procedure C Latent Infiltration I-------------------------------------------------------------------------------------------I I 0.68 x 66 grains difference @ 50 RH x 115. ; CFM = 5187.7 BTUH I I I _ I I Procedure D Equip7<<ent Sizing I----------------------------------------------------------------------------- 11. Sensible Sizing Load I I I Sensible Ventilation Load 1.1 x 50 VENT CFM x 14 Degrees Summer TD = 770.0 BTUH Sensible Load for Structure + 9424 .2 BTUH I I Sum of Ventilation & Structure Loads = 10194.2 BTUH I Rating & Temperature Swing Multiplier (3.00@ 950) x 1.0 RSM I Equipment Sizing Load - Sensible = 10194 .2 BTUH I I 12. Latent Sizing Load I Latent Ven!:ilation Load I 0.68 x 50 VENT CFM x 66 difference = 2244.0 BTUH I I Internal Loads = 230 Btuh x 6 people + 1380.0 BTUH I Infiltration Load from Procedure C + 5188.1 BTUH I I Equipment Sizing Load - Latent = 8811.7 BTUH I I Abbreveations * Glass/Windows S.C.= Single Clear I S.''. = Single Vint I S.R. = Single �Reflective D.C.= Double Clear I D.T. = Double !'int I D.R. = Double Reflective T.C.= Triple Clear I T.T. = Triple Tint I T.R. = Triple Reflective Shdg= Shading I Ovhg = Overhang I Btm = Bottom ; Hgt = Height I Sc = Shading Coefficient * Inside Shj;ding N.S.= No shades I D/B = Drapes or Blinds I R.S. = Roller Shades * Other * Whtm = Winter Heat Transfer Multiplier I Shtm = Summer Heat Transfer Multiplier Infiltration #'s: 1. .Sub Standard/Poor I . . .Standard 13. .Better 14. .Excellent Building Componet Componet Heat Loss r, Gain Calculations Dir. Ext.Shdg Type Shdg OvHg Botm Hgt Sc Area Whtm Loss/Btuh Shtm Gain/Btuh W -No Shading D.C. R.S. 1.29999995231 14 .5 5.4 1.0 20.0 22.8 456.0 56.6 1132.0 --------------------------------------------------------------------------------------------- N -No Shdg Fctr D.C. R.S. 1.29999995231 14 .5 n/a 1.0 15.0 22.8 342.0 17.6 264 .0 E -No Shading D.C. R.S. 1.299999952,1 12.5 6. : 1.0 9.0 22.8 205.2 56.6 509.4 --------------------------------------------------------------------------------------------- W -Shaded Area D.C. R.S. 1.29999995231 5.5 4 .5 1.0 1.8 17. 6 31.7 W -Solar Area D.C. R.S. 1.29999995231 5.5 4 .5 1.0 18.2 56. 6 1030.1 W -Total Area D.C. R.S. 1.29999995231 5.5 4 . 5 1.0 20.0 22.8 456.0 --------------------------------------------------------------------------------------------- N -No Shdg Fctr D.C. R.S. 1.29999995231 5.5 n/a 1.0 15.0 22.8 342.0 17.6 264.0 E -Shaded Area D.C. R.S. 1.29999995231 5.5 4 . 5 1.0 1.8 17. 6 31.7 E -Solar Area D.C. R.S. 1.29999995231 5.5 4 . 5 1.0 18.2 56. 6 1030.1 E -Total Area D.C. R.S. 1.29999995231 5.5 4 . 5 1.0 20.0 22.8 456.0 ---------------------------------------------------------------------------------------------- Glass Infiltration: 99.0 102.7 10167.3 18.0 1782.0 Glass Sub Totals: 99.0 12424.5 6075.0 Componet Type Exposure R-Value Area Whtm Loss/Btuh Shtm Gain/Btuh ------------------------ Wood Stud Exterior 11.0 997.0 3.1 3090.7 1.6 1595.2 Insulated Core/Metal Exterior n/a 40.0 20.7 828.0 10.4 416.0 Door Infiltratio: : 40.0 102.7 4108.0 18.0 720.0 Slab on Grade 0 71.0 28.4 2016.4 0 0 Under Attic 30.0 618.0 1.2 741. 6 1.0 618.0 ; I N 1 Scale 1"=200" 10'4 Prop.Ln.to House 7.5'BRL ---.._..__._._........_._._...._._......._._.-._.........._......._..---._._...._._._........-_._._......_.._--------------------- 21'Prop.Ln.to troll of house 1 56 Flare �d S m Q) to 27 U — 56 v� L z (U 4T4 c , G 0] -T R 10'4 Prop.Ln.to House 7.5'BRL 105' 4� N �O 0R rg 9 Lot 7 Lewis Subdivision Atlantic Beach,FL Drawn by B.R.Rodgers,PhD March 31,1999 E 2 E 2 At/as Building & Components, InC. J� EJ7 Palatka, Florida J7A If Customer Name: RODGERS BUILDERS J' I J78 Job Name : DUPLEX#9236 J7 i J7 Job Address : Date of Drwg : 07-97-1998 Drwg Number : 8_6899 Designer ; BMF ¢I zo EJ7D M QI Qj EJ7D 11 I z ~a Z_ AI N I � ir Q I 5�zG O' EJA C14 C14 O�QLLOU II I w aHmmw0 WMW 0w sntoa� �i -EJ gywm�Na� . LU p`--mpp 32==—L— E 2 EJ2 F� OOW G=81<—S F=0 yoo �LL ^� v wU ti F-wQ0(9f a J1 Z� CJ1F-�Zo �Nss Q� VppmQaw– ATLAS �� °Gd. Z -O�VvwCw? TRUSS — J3 ! a ° Z(L CL¢ oO�Mmwu 13'2l' 9' 1312" � 35'4" RECEIVED y APR 1999 u CRY Of �ti�ytiC Bo �h 901WIng aw s#4Nf#10 :9-ROOGERS BUILDERS - .A1 a Hip 80804 Sb) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. :- .--�RD 2x4 SP #2 Dense :T2, T3 2x4 SP #2 N: CALCULATED HORIZONTAL DEFLECTION IS 0,24" E:' :--,RD 2x4 SP SS DUE TO LIVE LOAD AND 0.08" DUE TO DEAD LOAD. ..BS 2x4 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 1.. "-' WItiD, 19.43 FT MEAN NGT, SBC, D BLDG, LOCATED ANYWHERE IN ROOF, n:`•: DL = 5.0 PSF, WIND BC DL = 4.0 PSF. G.=:_= SUPPORTS 07-00-00 SPAN TO TC/BC SPLIT ONE FACE -2-00-00 SPAN TO TC/BC SPLIT OPPOSITE FACE. W1.5X4 ill W6X10 146X10 = W3X4(R) III W5X5W1.5X4 III W3X4(R) III W2.5X4 W2.5X4 T2 Z 5 r r 5 17-7-0 W1.5X4 Ill W4X7 = HS412 = HS412 = W4X7 = W1.5X4 Ill W4X10(B3) = W4X10(B3) 1-4-0 1-4-0 8-8-4 I 18-7-8 I 8-8-4 J 36-0-0 Over 2 Supports j R-3078 W=3.5" U=2870 R=3078 W=3.5" U=2870 PLT TYP. High Stren th,Wave TPI-95 Design Criteria: TPI STD 18.2c4 FL/3/2/-/E/-/- Scale .1875" Ft. ';WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R012--30472 RACING. RE ER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ��Y VlIli11177Ar/ INSTITUTE, 583 D'ONOFIO DR., SUITE 200, MADISON, NI 53]19). FOR SAFETY PRACTICES PRIOR TO S%% �I1 M q //""/// TC DL 7.0 P S F DATE 07/24/98 w� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �����P••••••.A•,;//j/ STRUCTURAL"IMPORTANT— S.FURNISH COPYDOF HALL THIS HAVE A DE SIGNPT TO MEYINSTALLATION D GID CEILING.CONTRACT OR. ALPINE ENGINEERED �``7 •4,P�IFI p'q�. r'L BC DL 10.0 PSF DRW HCUSR012 98205135 PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 336 27 X98 F • B C L L 0.0 P S F HC-ENG MSD/WMR • BUILD TME TRUSSES IN CONFORMANCE WITH SPI; OR FABRICATING, HANDLIRG, SNIPPING, INSTALLATION 09, >♦ No.JIM s BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ATATE - TOT.L D. 37.0 P S F SEAN - 92164 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE i .p" � CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO L S A1PineEnBineered products Inc. EACH fFa of TRUSS, AND UNLESS OTHCRWISE wcATED oN THSS DC SIGN, POSITION coNNEctnas PER '.,��.�F•:;L •, �•d��;`� DUR.FAC. 1.25 FROM BMF Haines City,FL 33844' DRAWINGS 130. 150 AND 160 A F, AN ENGINEER'S SEAL ON THIS DRAWING APP IE ONLY TO TME DESIGN �i,`S&ONAt��.�`` S PAC I N G 24.0" Of THE TRUSS DEPICTED HERE AMD SHALL NOT BE RELIED UPON IN ANY OTHER NAY. /f t�� t= --899-R0DGERS BUILDERS - A2 36' Ste down Hi THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. T�:w HORD 2x4 SP #2 N 110 MPH WIND, 19.93 FT MEAN HGT, SBC, 90- ;HORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 4.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X6= W1.5X4111 W5X6= W2,5X41:-- W2 5X4--- 5 r— —, 5 17-7-0 W1 .5X4111 W5X5= W3X7= W5X5= W1 .5X4111 W3X6 (Al W3X6 (Al}= 1-4-0 1-4-0 I 11-1-1 I 13-9-14 36-0-0 Over 2 Supports j R=1413 W-3.5" U=1050 R=1413 W=3.5" U=1050 PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18.2c4 FL/3/21-/E/-/- Scale =.1875" Ft. ';WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R012- -19392 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE Ell A 'A< TO PERFORMING THESE fUNCTIONS. UWLESS OTTHERWIINSTITUTE, 583 D-ONOFIO DR., SUITE 200, SESINDICATED,5TOP 9CHORD RSHALL THAVE APROPERLY CTICES RATTACKED .�14: P`"fIFTC,9�;�.� T C D L 7 .0 P S F DATE 07/171.98 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G "IMPORTANT`* TURKISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 441 2N0. �'•. UC DL 10. 0 PSF DRW HcusRol2 96198082 DRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO • }/I� B C L L 0.0 P S F H C-ENG M S D/W P F �m BUILD THE TRUSSES IN CONFORMANCE WIT T41; OR fABRICATING, HANDLING, SNIPPING, INSTALLATION OR , `(/`(J/ BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN TOT.L D. 37 .0 P S F S E A N - 90918 SPECIFICATION PUBLISHED by THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR 37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ••••:Q0Ptl9p:•�� ' D U R .FAC. 1 2 5 FROM B M F Alpine Engineered Products,IRC. EACH FACE OF TRUSS, AND UNLESS GTHERWISE LOCATED ON TNtS DESIGN, POSITION CONNECT00.S PfR _C1 IIIIIneY City,FL 338" DRAWINGS 130, 150 AND 160 A�F. AN ENGINEER'S SEAL ON THIS DRAMING APPLIES ONLY TO THE DESIGN ` [SPACING 24.0" Of THE TRUSS DEPICTED HERE ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. ::99-ROOGERS BUILDERS A3 36' Ste down H1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. T :CORD 2x4 SP #2 N 110 MPH WIND, 20.43 FT MEAN HGT, SBC, E:- : -ORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL – 4.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X5= W2.5X4= W5X5= W5X5% W5X5s 5 5 17-7-0 W3X6(Al) W1 .5X4111 W5X8= W5X8= W1 .5X4111 W3X6 (Al)= 1-4-0 1-4-0 I 13-5-14 I 9-0-5 I 13-5-14 I fE 36-0-0 Over 2 Supports —'Ij R=1413 W=3.5" U=1060 R=1413 W=3.5" U=1060 PLT TYP. Wave TPI -95 Design Criteria : TPI STD 18.2c4 FL/3/2/`-/.E/- /- Scale =. 1875" Ft. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND T C L L 20.0 P S F R E F R 0 1 2 -19 3 9 5 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE rG� INSTITUTE. 583 O'OHOFID DR- SUITE 200, MADISON, NI 53119), FOR SAFETY PRACTICES PRIOR TO A /� P PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �1�IC•' •Ay- T 1. D L 7 .0 P S F DATE 07/17/98 5T RUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 4�," ' IMPORTANT'" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 311I2b10'M3 � B/C� DL 10.0 PSF DRW HCUSR012 98198083 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE '01 ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO • f/I '� BC LL 0.0 P S F HC-ENG MSD/W P F BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR fABR ICATING, MAN DL IMG. SNIPPING, INSTALLATION OR (,n/,JJ']7� BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN TOT.L D . 37.0 P S F S EON - 9 0 9 2 1 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF CON NE CT ORS ARE MAGE OF 20GA ASTM A653 GR37 GAL Y. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO •�••�( ;•` D U R.F A C 1 . 25 FR0M B M F Alpine Engineered Products,Inc, EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER Haines City,FL 33844 DRAWINGS 130, 150 ANO 16O A F. AN ENGINEER'S SEAL ON THIS DRAWING APPl1ES ONLY TO THE DESIGN SPACING 2 4 .0" * * * k OF THE TRUSS DEPICTED "ERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. .:;99-RODGERS BUILDERS A4 36' Ste down Hi THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. :-iORD 2x4 SP #2 N 110 MPH WIND, 20.93 FT MEAN HGT, SBC, :-40RD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. „ 4EBS 2x4 SP #3 WIND TC DL — 5.0 PSF, WIND BC DL — 4.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X6= W5X6= W 2.5 X 4% W2.5X4- 5 r— W5X5s5 W 5 X 5--- 17-7-0 W2.5X4= W5X10= W5X5= W2.5X4=— W3X6(A1)= W3X6(Al)= 1-4-0 1-4-0 l� 15-10-10 I 4-2-11 I 15-10-10 1 fF 36-0-0 Over 2 Supports J R=1413 W=3.5" U-1060 R=1413 W=3.5" U=1060 PLT TYP. Wave TPI -95 Design Criteria : TPI STD 18.2c4 FL/3/2/-/E/-/- Scale =.1875" Ft. BRACING.CRING. REFER TO HIB USSES 91 (HANDLREME CARE INING INSTALLING AND BRACING). PUBLISHEDN, HANDLING. IBYITPI INSTALLING PLATE TC LL 20.0 PSF REF R012- -19397 PERFORMING THESINSTITUTE. 583 E PUNCT/ONS. UNLESS ODR., SUITE THERWISESIONDICATED,5TOP9CHOR CHORD TH HAVE ACTICES P ROPERLYRIOR ATTACHED ."'Tl C�fti TC DL 7 .0 P S F DATE 07/17/98 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �G`,PI • p —IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 3Ll 2U0. UC DL 10.0 PSF DRW HCUSR012 98198084 PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO • '� BC L L 0.0 P S F HC-ENG MSD/W P F BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR , BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN TOT.L D. 37 .0 P S F S E A N - 90925 SPECIFICATION PUBLISHED By THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONRECTORS TO •••.�oR .' D U R.FAC. 1 .25 F ROM B M F Alpine Engineered ProductS,InC. EACH FACE Of TRUSS, ANO UNLESS OTHERWISE LOCAT EO ON THIS OESIGN. POSITION CONNECTORS PE0. l�T I1HInes City,FL 33844 DRAWINGS 130. 150 AND 160 A-F. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN C `� S P A C I N G 2 4.D OF THE TRUSS DEPICTED NE RE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. = ?:9-F';';ERS BUILDERS A5 36' Common THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR. --'RC 2x4 SP #2 N 110 MPH WIND, 21.37 FT MEAN NGT, SBC, :-ORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. =BS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL — 4.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X5= W5X50- W5X5, 5 '- 5 W1 .5X4.0 W1.5X4 17-7-0 W5X5= W3X7- W5X5= W3X6 (Al)= W3X6 (Al)=- 1-4-0 A1)=1-4-0 1-4-0 I 18-0-0 I 18-0-0 ,1 fE 36-0-0 Over 2 Supports -I R=1413 W=3.5" U=1070 R=1413 W=3.5" U=1070 TYP. Wave TPI -95 Design Criteria: TPI STD 18.2c4 FL/3/2/-/E/-/- Scale=.1875" Ft. "NARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R012- -19400 BRACING. REFER TO HIB-91 (HANDLING INSTALL ,ING AMD BRACING) PUBLISHED BY TPI (TRUSS PLATE 0, MAD CTI N 11 PERFORMING THESE FUNCTOIONS. UNLESS OOiNERWISESTNDICATED.5TOP9CHORDRSNALL$A E ATTO HAVERPROPERLYCES RATTACHED �1r • T C D L 7 .0 PSF DATE 07/17/98 STRUCTURL PANELS, BOTTOM CN0R0 SNAIL HAVE A PROPERLY ATTACHED RIGID CEILING, � q�•� '•IMPORTANT•' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED J41 2dlO' �•', BC DL 10.0 PSF DRW HCUSR012 98198085 PRODUCTS. LNC. SHAH WN BE RESPONSIBLE TOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO J � g C L L O.0 P S F HC-ENG MSD W P F BUILD THE TRUSSES IN CONFORMANCE NI TH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLATION OR , (�/J/ BRACING Of TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN TOT.L D . 37 .0 P S F S E O N - 90928 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE CONNECTORS ARE MADE OF 20GA ASTM A653 GR3X GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO '� D U R .FAC. 1 .25 F R 0 M B M F Alpine Engineered Products Inc. EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCAT EO ON THIS DESIGN. POSITION CONNECTORS PER Iia nes City,FL 33844 ORA NGS 130, 150 AND 160 A F. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN S PAC I N G 2 4.O" OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY. :?99-RODGERS BUILDERS - .B1 = Hip 3' Sb) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 4 DIMENSIONS) SUBMITTED BY TRUSS MFR. :MORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN MGT, SBC, -HORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, - WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 4.0 PSF. #1 HIP SUPPORTS 03-00-00 JACKS WITH NO WEBS. _='TION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X5(R) W4X6 6F_ 6 0 5-8U 099-0-0 W2.5X4 = W1.5X4 m W2X4(BI) = W2X4(BI) L,_1-4-0.;;.+ L-1-4-0-,J I 3-0-0 I 3-0-0 I_ 3-0-0 _I 9-0-0 Over 2 Supports R=447 W=3.5" U=340 R=447 W=3.5" U=340 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2c4 FL/3/2/-/E/-/- Scale @.375" Ft. *'WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F REF R012--30473 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED By TPI (TRUSS PLATE ♦%µlll11till r/ INSTITUTE. 583 D'ONOFIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO ♦♦%% M M. ,Q //// TC DL 7.0 P S F DATE 07/24/98 z PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ♦``��\,\P,.•••.,ASISTRUCTURAL / /! `•IMPORU NT.PANELS. fURN BOTTOM COPTDOf SHALL TX1 SHAVE DE SIGNPROPERLY INSTALLATION RIGID CONTRACT OR. ALPINE ENUl NffRED ti`S:•�a�IF'��T•���' BC DL 10.0 PSF DRW HCUSR012 98205138 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Ji1Q1 27 '98 • BC LL 0.0 P S F HC-ENG MSD/WMR - BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR ► • No.4270t i BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN TA TOT.L D. 37.0 P S F S E O N - 92167 - SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE .Q• CONNECTOR$ ARE MADE OF 20GA ASTM A653 GR37 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO R *•• = D U R.FAC. 1.25 F ROM B M F Alpine Engine red Products,Inc, EACH FACE OF TRUSS, AND URLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ��i�/��••�. , G\a`� Haines City,Fl. 33944 OF AT HEGT0.USS DEPICTED HERE RAND SNAIL NNOTEBE RELIED UPONHIN ANTWOTNERPW WAY. ONLY TO THE DESIGN /i/�SiS7�A`��,♦♦♦ SPACING 24.0" ,:9-:_JGERS BUILDERS B2 9Common THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 5 DIMENSIONS) SUBMITTED BY TRUSS MFR. -3RC 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, SBC, =-ORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, „=BS 2x4 SP #3 WIND TC DL — 5.0 PSF, WIND BC OL — 4.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4E-:: 6 (i �16 . -5-8 075-8 9-0-0 W1 .5X4111 W2X4(Bl)= W2X4(B1)= L-1-4-0-J L.1-4-0-J 1_ 4-6-0 _1— 4-6-0 J 9-0-0 Over 2 Supports----� R=414 W=3.5" U=320 R=414 W=3.5" U=320 TYP. Wave TPI -95 Design Criteria: TPI STD 18.2c4 FL/3/21-/E/- /- Scale =.375" Ft. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R 0 1 2 -19402 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 'Y INSTITUTE, 583 D'ONOF1O DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO p.`'.•� Cf/•/ T C D L 7 0 P S F DATE 07/17/98 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �e1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •�J q><.�i —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED JUI 2 10.' BC DL 10.0 PSF DRW HCUSR012 98198087 PROOUC TS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO • ,�� BC LL 0.0 P S F HC-ENG MSD/W P F BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLIMG. SNIPPING, INSTALLATION OR , ��//���JJJjjJ ' BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN T O T..L D. 37. 0 P S F S E Q N 90909 CONNSPECC T ORSON ARE PUBLISHED E SOF O2 OGA TASTMAMERICA GR377 GALV. SFOREST A NoTEEL. E XCEPTPAPER ASSOCIATION) NOTED. APPLY CONNECTORS TO STATE OF i,(f'�'2oFitc. DUR.FAC . 1 .25 FROM BMF Alpine EnginCtXCd Products,InC. EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OX THIS DESIGN, POSITION CONNECT ORS PER `'/� (�/ II37XTYS CIEY,FL 3384Q DRAWINGS 130, 150 AND 160 A F. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN `•,may y' OF THE TRUSS DEPICTED HE AND SHAH NOT BE RELIED UPON IN ANY OTHER WAY. SPACING =:,99-RODGERS BUILDERS - .HJ3 = Hip Jack Glyder) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR. -ORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, SBC, -ORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, "EBS 2x4 SP #2 N WIND TC DL - 5.0 PSF, WIND BC DL s 4,0 PSF. HIPJACK SUPPORTS 02-11-08 SETBACK JACKS. E:TION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 4.24 r-- T10-7-8 R=36 W=1.5" 1-11-4 0-0-1 R=18 W=1.5" U=200 +9-0-0 W2X4(A1) L-1-11-6 -1F 4-2-15 2-3 Over 3 Supports R-187 W=4.95" U=210 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2c4 FL/3/2/-/E/-/- Scale =.375" Ft. *`WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R012--30474 BRACING. REFER TO HIS 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �A 11111111!!!INSTITUTE, 583 ! 'x PERFORMING THESE FUNCTIONS. UNLESS ODR.. SUITE THERWISESINDICATED,STOP 9CHORD RSMALL?HAVE APROPERLY CTICES RATTTACHED `�� \ •R TO M•.,gq� /,, TC DL 7.0 PSF DATE 07/24/98 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �����•• I1Fj •• '"IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �qf••�i i BC DL 10•D PSF DRW HCUSR012 98205136 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO ' d!27 `9B to • i B C L L 0.0 P S F HC-ENG MSD/W M R BUILD THE TRUSSES IN CONFORMANCE WIT" TPI: OR FABRICATING, MANGLING. SHIPPING, INSTALLATION OR = • • No.42T04 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGNTA _ TOT.L D. 3 7.0 P S F SEA N - 92170 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE :.p• C DTRUSS DEPCTED STEEL. EXCEPT ASNOTED. CONNECTORS CONNECTORS TO CONNECTORS E OF ZTM A653 3 �, ,O••�� �+••# ? D U R FAC. 1.25 FR0M B M F �pluanesCFr338� EACH fAEOF7RUSSANDUXIESSO7MERWISE LOCATED ONTMISDESIGMPOSITON PERHiiLW, Inc. DRAWINGS I AAND SAN ENGINEER'S SEAL RELIED ON THIS DRAWING APPLIES ONLY TO THE DESIGN �� /,SS/ONALVX 11``` SPACING 24.0" "ERE :99-=: SERS BUILD==S CJI 1Jack THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. -OR: 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, SBC, OR' 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, wEB= 2x4 SP #2 N WIND TC DL – 5.0 PSF, WIND BC DL = 4.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 6 (— _ 9-7-9 0 11-8R=203 W=1.5" 5 8 9-0-0 R=36 W=1.5" U-200 W2X4(Bl)= L-1-4-0.11-0-12 1-0-0 Over 3 Supports r —1 R=247 W=3.5" U=200 TYP. Wave TPI 95 Design Criteria: TPI STD 18.2c4 FL/3/2/-/E/-/- Scale =.375" Ft. YARNING'• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIS 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE pp TC L L 20.0 P S F R E F 8 0 12- -19404 INSTITUTE. 583 D'ONOF10 DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO ��JEn•p PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED p,T1FIOq�ti, . TC DL 7 .0 P S F DATE 07/17/98 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ^IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED J61G2A10.' BC DL 10.0 PSF DRW HCUSR012 98198089 PROOUC TS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO • B C L L 0.0 P S F H C-ENG MSD/W P F BUILD THE TRUSSES IN CONFORMANCE NITM TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLATION OR � ��(((//���///JJJfff"']]]777"' ® BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN TOT.L D 37.0 P S F S E O N - 90893 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE (Aye STATE OF Alpine amesCity.nFLro3gggs,Inc. EACNEf ALOE SOFRE HAD TRUSS. AND UNLESSTM A653 OTHERWISE37 GA LVLOCATEO ONE THISEDESIGNXCEPT ^SPOSITDION CONNECTORSCONNEPERRS TO (>'�• ��tQP;•\ D U R.FAC. 1 .25 FR0M B M F DR AYINGS 130, 150 AND 160 A F. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO TME DESIGN SPACING 2 4.0" OF THE TRUSS DEPICTED HERE AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. ::99-RODGERS BUILDERS EJ2 2' Mono THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. HORD 2x4 SP #2 N 110 MPH WIND, 18.04 FT MEAN HGT, SBC, :-LORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, 1 KIEBS 2x4 SP #2 N WIND TC DL = 5.0 PSF, WIND BC DL — 4.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 5 I-- 1 2-1 R=5 W=1.5" 18-5-4 R=14 W=1.5" U=200 17-7-0 W2X4( 1)1=— L--1-4-oL-2-0-I 2­J )=L--1-4-o1F2-0-12­J 2-0-0 Over 3 Supports R==214 WW=33..5" U=200 PLT TYP. Wave TPI 95 Design Criteria: TPI STD 18.2c4 /FL/3/2/-/E/-/- Scale =.375" Ft. "NAkNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 0 1 2 -19405 BRACING. REFER TO B10 -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE /� STIT E. 583 0 DR. U IT E PE RFOR MI HG THESE PUNCT LOON S. UNLESS OTHERWISE NISES.:DICATED,5 TOP9CH ORDR SHAL IT HA VE APROPE RL YR ATCHACHED T'` - T 1. D L 7 .0 P S F DATE 0 7/17/98 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •�� �'�, "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED J61G2(N0: �•� BC DL 10.0 PSF DRW HCUSR012 98198090 PRODUCTS, INC. SH AIL CONFORMANCE BE RESPONSIBLE FOR TO FABRICATING, FROM THIS DESIGN; ANY FAILURE TO • B C L L 0.0 P S F HC-ENG MSD/W P F BUILD THE TRUSSES IN CONFORMANCE YITN TPI; 00. FABRICATING, HANDL LNG, SHIPPING, INSTALLATION OR , � BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN TOT.L D 3 7.0 P S F S E O N - 90879 SPECIFICATION PUBLISHED By THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF ' CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO l�`. A A3pine Engineered Products Inc. EACH FACE Of TRUSS, AND UNLESS OTMERYISE LOCATED ON THIS DESIGN, POSSTION CONNECTORS DER ... D U R.FAC. 1 .25 FR0M BMF -Ia1neS City,FI„ $3844 DRAWINGS 130, 150 AND 160 A F. AN ENGINEER'S SEAL ON THIS DRAWING AP PI IES ONLY TO THE DESIGN SPACING 2 4.0" OF THE TRUSS DEPICTED HERE AND SMALL NOT BE RELIED UPON IN ANY OTHER NAY. ::99-;_DGERS BUILDERS EJ2A 2'1"4 Mono THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. :-'ORS 2x4 SP #2 N 110 MPH WIND, 18.07 FT MEAN HGT, SBC, :CORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #2 N WIND TC DL = 5.0 PSF, WIND BC DL = 4.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 3.84 r- 1T 9 R=31 W=1.5" - 18-4-14 -,k-17-7-0 0-0-1 R=25 W=1.5" U=200 W2X4(A1)= L-1-10-6-JF2-2-0--- 2-1f-4 Over 3 Supports R=277 W=5.467" U=280 PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18.2c4 FL/3/2/-/E/-/- Scale =.375" Ft. ••WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F 8 0 1 2 -194 0 6 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ,wF,- (� 3 D-ONOFIO DR., SUITE . M IOR PERFORMING THESE FUNCTI MS. UNLESS OSHERNISESOINDICAIIITED,5TOP9CHORDRSHALLTHAYEAPROPERLYRATTTACHED � P F C �;Y TC D L 7 .0 P S F DATE -_ 07/17/98 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •Q ';IMPORTANT" INC. SHALL NONE ORMAESPONSIBLE FOR FABRICVIATIONING FROM THISSHIPPIGNG.R. AINSTALIATIONEORD Jill ZQd0:�.3 �•� BC DL 10.0 PSF DRW HCUSR012 98198091 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANr FAIL DRE TO • �1• BC LL 0.0 P S F HC-ENG M S D/W P F BRACING OF TRURUSSSES. THIS DESIGN CONFORMS N]TH APPLICABLE PRDVISIONS OF NDS (NATIONAL DESIGN ' "77yy .L D 37 .0 P S F S E 0 N - 90883 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF T 0 T CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO i�'.,A2�tOp.,•' i Alpine Engineered Products,Inc. ORANIFACE,OF.T150SANDN0160NAEFS OTHERWISE ENGINEERCSTSEAOLNONHTHISEDRANING APDLOIESCONlYCTORTHEEEACHDESIGN D U R FAC. 1 . 2 5 1 F R O M B M F >Hines clTy, RU FL 33844 SPACING 2 4.0 OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY. :-99-RODGERS BUILDERS EJ3 3' End Jack THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. T: .-ORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, SBC, -ORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, REBS 2x4 SP #2 N WIND TC DL = 5.0 PSF, WIND BC DL = 4.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 6 T 10-7-9 R=47 W=1.5" 1-11-8 0-5-8 9-0-0 R=23 W=1.5" U=200 W2X4(B1)= L_-1-4-0-1. -3-0-12---J 3-0-0 Over 3 Supports R=234 W=3.5" U`=200 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2c4 FL/3/2/-/E/-/- Scale =.375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATET C LL 20.0 P S F R E F R012- -19407 INSTITUTE, 583 O'ONOFIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO �j es P R� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED p,T �;Ly. TC DL 7 .0 P S F DATE 07/17/98 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED J41 2(No,M3 �•� BC DL 10.0 PSF DRW HCUSR012 98198092 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO • //I B\, L L 0.0 P S F HC-ENG M S D/W P F � BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR , (�/fj BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN � rSPETOT.LD. 37 .0 P S F S E A N - 90897 CIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF M CONNECTORS ARE MADE OF By ASTM A653 GR37 GAL Y. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO �•.•'20Rt0�',• Alpine Engineered Product EACH EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R.FAC . 1 .25 FR0M B M F }lames City,FL 33844 DRAWINGS 130. 150 AND 160 A F. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO TME DESIGN SPACING 24.0" OF THE TRUSS DEPICTED HERE AND SMALL NOT BE REt IED UPON 1W ANY OTHER WAY. ? RODGERS BUILDERS EJ7 = Mono Girder) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. -.BD 2x4 SP #2 N 110 MPH WIND, 18.03 FT MEAN HGT, SBC, -:RD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, .=3S 2x4 SP #3 WIND TC OL - 5.0 PSF, WIND BC DL = 4.0 PSF. #1 HIP SUPPORTS 01-05-02 JACKS WITH NO WEBS. -]ON MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X5(R) % 61— T 118-5-9 1 2-1 R=150 W=1.5" �17-7-0 W1.5X4 III R=85 W=1.5" U=200 W2X4(B1) L,_1-4-0—IE 7-0-12 —� 1`1-5-2`1 5-6-14 I i7-0-0 Over 3 Supports —� R=363 W=3.5" U=310 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2c4 FL/3/2/-/E/-/- Scale *;WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R012--30475 GRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BT TPI (TRUSS PLATE `VV 11111111///// INSTITUTE, 583 PERFORMING THESE FUNCTDIONS. UNLESS OTHERWISEINDICATED. TOPCHORDSHALLPROPERLYATTACHED S ON. WI S S R SAFETY HAVE PRACTICES PRIOR A �`�\��•M• �i� T C D L 7.0 P S F DATE 0 7/2 4/9 8 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �����'��•`PIiFl(,`,4•• �'Q BC DL 10.0 PSF DRW HCUSR012 98205131 •`IMPORTANT•' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ti SJu tA�9- ,JB PRODUCTS, INC, SNAIL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO B C L L 0.0 P S F HC-ENG MSD/WM R BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR = • W.42764 a BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGNATATEPP TOT.L D. 37.0 P S F S E A N - 92173 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE .p• • .. CONNECTORS ARE MADE DF 20GA ASTM A653 GR 37 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO •A Ac. P,• = D U R.FAC. 1.25 FR0M B M F EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Alpine EIIg1I1CtICd]%�pCEs Inc ii�'.c� i,•.. dam; Y.alnEs C1tY,FL 33844 DRAWINGS 130. 150 AND 160 A-F. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN 1.1 SS/ONAL EN.% SPACING 24.0" OF THE TRUSS DEPICTED HERE AND SHALL NOT 61 RELIED UPON IN ANY OTHER WAY. f :=99-RODGERS BUILDERS - EJ7A 7' Mono THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR- '-'ORD 2x4 SP #2 N 110 MPH WIND, 18.45 FT MEAN HGT, SBC, --1ORO 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. PEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC OL = 4.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X5 (R) 6 t19R-105 W=1.5" 2-0-1 rj 5-817-7-0 W1 .5X4111 R-130 W=1.5" U=200 W2X4(B1)= L-1-4-01=1F 7-0-12 _I I_ 3-1-2 _1_ 3-10-14 �I 4E 7-0-0 Over 3 Supports—� R=363 W=3.5" U=300 PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18.2c4 /FL/3/2/- /E/-/- Scale =.375" Ft . ';WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND T C L L 20. 0 P S F R E F R012- - 19409 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 D'ONOf70 D0.., SUITE 200, MADISON, KI 53119), FOR SAFETY PRACTICES PRIOR TO R,S TC DL 7 .0 PSF DATE 07/17/98 F PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED S1�'C,4'•A•., STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. CN /� "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO TRE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Ja1 2 'U,2293 ,�,' BC DL 10.0 PSF DRW HcusRol2 98198094 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO • /t I B C L L 0.0 P S F HC-ENG MSD/W P F BUILD TnE TRUSSES IN CONFORMANCE NI7M TPI; OR FABRICATING, HANDLING, SHIPPING, iNST ALL AT ION OR , (W//77 OR ACING OF TRUSSES. THIS DESIGN CONFORMS NITM APPL 1C ABlE PROVISIONS OF NDS (NATIONAL DESIGN 37 .0 P S F S E O N - 90876 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPIN[ STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO y1 . % Alpine Engineered Products,Inc' EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER AS' s ' D U R. FAC. 1 . 2 5 FROM B M F 1181I1e5(,'.V FL 33844 DRAWINGS I30, 150 AND 160EA F. AN ENGINEER'S SEAL ON TMIS DRAWING APPLIES ONLY TO THE DESIGN S P ACING 2 4 0" OF THE TRUSS DEPICTED HERE AND SH At NOT BE Rf L IED UPON IK ANY OTHER MAY. y9 �GDGERS BUILDERS EJ7B 7' Mono THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. :-4RC 2x4 SP #2 N 110 MPH WIND, 18.87 FT MEAN HGT, SBC, -.ORC 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. nEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 4.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X5 (R) R=60 W=1.5" 20-1-9 2-10-1 -5-8 17-7-0 W1.5X4111 R=175 W=1.5" U=200 W2X4(B1)= L<-1-4-OJ 7-0-12 _I I— 4-9-2 _I_ 2-2-14 _1 �——7-0-0 Over 3 Supports—� R=363 W=3.5" U=300 PL7 TYP. Wave TPI -95 Design Criteria: TPI STD 18.2c4 FL 3 2 - E - - Scale =.375" Ft. "'WA,RNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R012- -19411 BRACING. 0.Ef ER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE /fes -A PERFORMING TNESkSTITUTE, 593 P PUNCT/ONS. UNLESS ODR., SUITE TMERMIS0. OESINDICATED,N, 111 5TOP9CMORDFOR SHALL THAYEAPROPERLYCTICES RATOTACHED J�, ' C�•A� TIC DL 7. 0 P S F DATE 07/17/98 �.(GP q X:.-y. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G (n• p "'IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED jdI 2d�9.M BC DL 10.0 PSF DRW HCUSR012 98198095 PRODUCTS, IHC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO • //) �� BC LL O.0 P S F HC-ENG MSD/W P F BUILO THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLATION OR BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN TOT.L D . 37 .0 P S F SEAN - 90873 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF CONNECTORS ARE MAO OF tOGA ASTM A653 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO •••. Qgt04' • D U R.FAC 1 .25 FR0M B M F Alpine Engincered Products,Inc. EACs FACE OF TRUSS. AND UNlE55 OTHERW]SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER per, �tnes City,FL 33844 DRAW.NGS 130, 150 AND 160 A-F. AN ENGINEER'S SEAL ON TNI5 DRAWING APPLIES ONLY TO THE DESIGN S P A C I N G 24. O OF THE TRUSS DEPICTED HERE AMD SMALL NOT BE RELIED UPON IN ANY OTHER WAY. ::99-RODGERS BUILDERS EJ7C 7' Mono THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ORD 2x4 SP #2 N 110 MPH WIND, 19.28 FT MEAN HGT, SBC, :-ORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. REBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 4.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X5 (R) % 20-11-9 R=15 W=1.5" 6 (- 3-8-1 0-5-8 17-7-0 W1.5X4111 R-220 W=1.5" U=220 W2X4(B1)= �1 4 o-1E 7-0-12 _i 6-5-2 or 6-14 —7-0-0 Over 3 Supports—� R=363 W=3.5" U=310 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2c4 /FL/3/2/-/E/- /- Scale =.375" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R012- -19412 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ER Rt /� " PER FORMI NG THE SEINSTITUTE. 583 D oUNCTOjONS. ML SS OITE THERWISE SIONDICATED,N. 5TOP9CHORDRSHALITHAVEAPROPERTICESLYRAOTTACMEO ��•GGf�r Vie ' TC DL 7 .0 P S F DATE 07/17/98 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. SP f "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED JL11 2 040 2A3I9 BC DL. 10.0 PSF DRW HCUSR012 98198096 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO • r BC LL 0.0 P S F HC-ENG MSD/W P F BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR , BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NUS (NATIONAL DESIGN TOT.L D. 37 .0 P S F S E Q N - 90870 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S(T�ATE OF CONNECTORS ARE MADE OF TOGA ASTM A653 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO '••�I C �. Alpine Engineered Products,Inc. EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSI1]ON CONNECTORS PER �t ••V(��� D U R .FAC . 1 .25 F R 0 M B M F Haines City,FL 33844 DRAWINGS 130, 150 AND 160 A F, AN ENGINEER'S SEAL ON THIS DR AMI NG APPLIES ONLY 70 THE DESIGN ✓' S P A C I OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. i :99-RODGERS BUILDERS EJ7D 7Mono THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. a �— `ORD 2x4 SP #2 N 110 MPH WIND, 19.43 FT MEAN HGT, SBC, -ORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #2 N WIND TC DL — 5.0 PSF, WIND BC DL = 4.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 21-2-9 R=163 W=1 .5" 6 F- 3-11-8 .-5-8 17-7-0 R=73 W=1.5" U=250 W2X4(B1)= 7-0-12 7-0-0 Over 3 Supports R=363 W=3.5" U=270 TYP. Wave TPI -95 Design Criteria: TPI STD) 18.2c4 FL 3 2 - E - - Scale =.375" Ft. WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R Q 1 2 - 1 9 4 1 3 BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE /� INSTITUTE, 563 D'ONOFIO DR., SUITE 200, MADISON, NI 53119), FOR SAFETY PRACTICES PRIOR TO E P. TC T C D L 7.0 P S F DATE 07/17/98 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED %ff p1�t�)C STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G` q�•� .STRUCTURAL TONISH A COPY OF THIS DESIGN TO TBE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j,, �'ID• �•• Bl, DL I0.0 PSF DRW HCUSR012 98198097 ' PRODUCTS, INC. SNAIL NOT BE RESPONSIBLE FOR ANT DEVIATION FROM THIS DESIGN: ANY FAILURE t0 • ,� B C L L 0.0 P S F HC-ENG MSD/W P F BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLATION ON BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN TOT.L D 37.0 P S F S E Q N - 90852 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AN PAPER ASSOCIATION) AND TPI. ALPINE STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR3] GAL Y. STEEL, EXCEPT AS MOT ED. APPLY CONNECTORS TO •••.�Zomuo;•\� % D U R.FAC 1 . 25 FROM B M F Alpine Engineered Products,Inc. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, P051 TION CONNECTORS PER Haines City,FL 33844 DRAWINGS 130, 150 AND 160 A F. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN ti` SPACING 24.0" OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. 34' C/) D - 11'3"12 (n Cn FT1 FT6 --- —_---—— FT4 -- N A N A -- FT2 FT5 2M N W FT3 FT4 CJ1 A co 17,4„4 FT2 —^ —�— FT5 2M --— — --- FT4 V FTI FT6 - 36' AL,” H ° ° 00 a c�oe p n' Z O y � L-j �= ATTENTION: cr ~ " CONTRACTORS,CREWS,FRAMERS Z y (1) �Q y ru rm3 DO NOT CUT OR ALTER TRUSSES. ANY QUESTIONS 0 O OR PROBLEMS SHOULD BE DIRECTED IMMEDIATELY Zco O Qp TO ATLAS AT 1-800-749-1445 PRIOR TO ANY In V C ', MODIFICATION. ATLAS IS NOT LIABLE FOR BACKCHARGES UNLESS APPROVED BY OUR co � REPRESENTATIVE BEFORE THE WORK CREATING ANY cz CHARGE IS PERFORMED. co co v) y O C y � c7 8_68§18-RODGERS BUILDERS - FT1 22'8"4 Floor Truss)_ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SEE DWG 657,275 OR 657,275B FOR GABLE DETAILS, SPECIAL LOADS - (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) THE ARCHITECT or ENGINEER OF RECORD SHALL EVALUATE AND APPROVE TC From 320 PLF at 0.12 to 320 PLF at 22.56 LOAD MAGNITUDES and LOCATIONS AS SHOWN ("SPECIAL LOADS".) TRUSS BC From 10 PLF at 0.00 to 10 PLF at 22.69 ENGINEER IS NOT RESPONSIBLE FOR LOAD MAGNITUDES AND LOCATIONS. W1 .5X4111 W3X3= W1.5X4111 W1.5X4111 W1.5X4111 .5X4= W1 .5X4III W3X3= W1X3(R)= W=W2 .5X4=— W1 .5X4111 W1 .5X4111 W1 .5X4111 WiX3(R)� W1 .5X411I 1-4 0 1-4-0 ...L +8-1-2 W2X4111 W3X3= W=W2.5X4=— W3X3= W2X4III iE 22-8-4 Over Continuous Support R=326 PLF W=22-8-4 Note: All Plates Are W1X3 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria : TPI STD 18.2c4 FL/3/2/-/E/ -/- Scale =.25" _- -WARNING" TRUSSES REOUIRE EITREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND ❑p T C L L 4 0.Q P S F R E F R012- - % BRACING. REFER TO H[8 91 (HANDLING INSTALLING AND BRACING,), PUBLISHED BY TPI (TRUSS PLATE es r" tI�xI INSTITUTE. 503 D'ONOFIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ...... �� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 'I%F�Cq" ti TC DL 10.Q P SF DATE 07 2 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G p "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED .1111 PIUC DL 5.0 PSF DRW HCUSP012 9-:-._- -_- PR000CTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS UESIGNt ANY FAILURE TO ! / ;! p(� BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLATION OR ! L L 0.0 P S F B C HC-ENG MSD, r.'- BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF TOT.L.D. 55 .0 P S F S E Q N - 910 SPECIFICATION PUBLISHED By THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE �(/ CONNE C T URS ARE MADE OF 20GA ASTM A653 GR37 GA LV STEEL. EICEPT AS NOTED. AP P L I CONNECTORS TO S�`•:Op10p:\\' D U R.FAC. 1 .00 F R 0 M 8t•'F Alpine Engineered Products,InC. EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ........ ✓ Haines City,FL 33844 DRAWINGS 130, 150 AND 160 A F. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TU THE DESIGN IGtJ GGG"' SPACING 2 4.D" OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. 86898-RODGERS BUILDERS - FT2 SY42 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 'IOP CHORD 4x2 SP #2 Dense SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP SS WEBS 4x2 SP #3 MAX JT VERT DEFL: LL: 0.57" DL: 0.22" (SEE DWG 579.000) RECOMMENDED CAMBER 3/8- DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 10-5-14 '' 24" 10-5-14 1 15" Typ. 144X4= W3X4= W3X3= W=W2.5X4= W3X4= W4X4= W1X3(R)= W4X4= W3X3= W3X3= W3X3= W04= W1X3(R)= T T 1 4 0 1-4-0 W2X41IIW4X5= W4X4= W=HS2512=W3X W3X3=W1X3141W1X3111 W3X3= W3X4= W4X4= M5= W2X4111 rE 22-11-12 Over 2 Supports �I R-1251 W=3.5" R=1251 W=3.5" PLT TYP. High Stren th Wave TPI-95 Design Criteria: TPI STD 18.2c4 FL/3/2/-/E/- /-` Scale =.25" "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 4 O,O P S F R E F R 0 1 2- - _ - BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ER P t,4�..•...!Cj INSTITUTE, 583 1) 040F10 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �1f' n^ „'q•;Y TC D L 10.O P S F DATE 07 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED `1 `, ' STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ,G 0 �•' B C D L 5. O P S F D R W H c us-�i2 - '-2 .' —IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED .Itl� Z�J�' � : ' PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO �I ( '�+ -ENG MSD i - - BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR ' B C L L 0.O P S F HC BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN sraTr~OF :'� TOT.L D. 55 .0 P S F S E Q N - 9 1 0 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE . r CONNECTORS ARE MADE OF 2OGA ASTM A653 GR37 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO � ;`LQRtivp' D U R.FAC 1 .0 0 FROM Alpine Engineered Products,Inc, EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER U - Haines City,F1, 33844 DRAWINGS 130, 1S0 AND 160 A F. AN ENGINEER'S SEAL ON 7H1S DRAWING APPLIES ONLY TO THE DESIGN OF THE TRUSS DEPICT EO MERE AND $HALL N07 BE RELIED UPON IN ANY OTHER NAY. '8 6858-RODGERS BUILDERS - FT3 5'7"8 Floor Truss THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IOP CHORD 4x2 SP #2 N DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. �-1-9-12+-24"---+1-9-12-� 17.25Ty`p. 1 W1X3 RW3X3— W1X31II W1X3111 W3W1X3(R)= T T 1-4-0 1-4-0 +8-1-2 W3X3= W3X3= W2X4111 W2X4111 --5-7-8 Over 2 Supports—� R=297 W=3.5" R=297 W=3" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2c4 FL 3 2 E - Scale =.37 _- WARNING`" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND p T C L L 40.0 P S F R E F 8 0 1 2 - _ - =9 7 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �j en•P,/�� INSTITUTE, 583 D'ONOFIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR YO JQ'` P'T%F)��+�yw T C D L 10.0 P S F DATE O 7 PERFORMING THESE FUNCTIONS. UNLESS OTNERMISE INDICATE D, TOP CHORD SMALL HAVE PROPERLY ATTACHED V �y (� ` STRUCTURAL PANELS. 80TTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG IO CEILING. ,0 �•+ B C U L 5 .0 P S F D R W HC U S=7 12 --'0 3 -IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED aL I Z n' t 'PRODUCTS. SNC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO { f r , B C LL 0.0 P S F HC-ENG M S D BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLATION OR ' BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE 4F .. T 0 T L D 55 .0 P S F S E 0 N 9 10 - SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE •••• ren CONNECTORS ARE MAD E OF 20GA ASTM A653 GR 3T GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO (l `4 00t D U R FAC. 1 .00 FR0M EM F Alpine Engineered Products,Inc. EACH FACE OF TRUSS, AND UNLESS OTHER IISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER U 118mes City,FL 33844 DRAW NGS 130, 150 ANO 160 A f. AN ENGINEER'S SEAL ON THIS ORAM(NG APPLIES ONLY TO THE DESIGN SPACING 24 .0" OF THE TRUSS DEPICTED HERE AND SHALL MOT BE RELIED UPON IN ANY OTHER MAY. 8 6898 RODGERS BUILDERS - FT4 13'3"12 Floor Truss THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 'TOP CHORD 4x2 SP #2 Dense SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 Dense WEBS 4x2 SP #3 THIS TRUSS SPACED @ 24.0" OC SUPPORTS ADDITIONAL CONCENTRATED LOAD AT RIGHT END FROM 8.09' STUD WALL (13.75 PSF) SUPPORTING 36-00-00 ROOF SPANS WITH 01-04-00 OVERHANG. ROOF LOAD: DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 20.00 PSF LL AND 17.00 PSF DL. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. i --4-7-12 2 4" 6-8-0 15" W3X3= I W4X5= W3X3= W4X4= W3X3= W3X4= W4X10= W1X3(R)= 1-4-0 1T 0 8-1-2 W3X3= W4X4= W3X31I1 W1 .5X41I1 W3X4=— W3X4= W4X6= W2X4III W4X41If W2X4111 L--2-0-0---J r 13-3-12 Over 2 Supports R=447 W=3.5" R=2806 W=3.5" PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18.2c4 FL/3/2Z-IE/- / - Scale =.37 _- --WARNING-` TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND ,{ TC LL 40.0 P S F R E F 8 0 1 2 _ 9 8 INSTITUTE.RAC MG. R583RDrONOFBIOUDR.(HANDLING SUITE 200N INSTALLING AND AMO BRACING).53719).P FOR I SAFETSHEO Y Y PRACTICES TPI UPRIOR PLATESS TO �+A•...p�. ' P �f1tFiG• '1' TC DL 10.0 PSF DATE 07 _ 98 ` PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVL PROPERLY ATTACHED •(G�` "9•Y:.Y STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. -G p B C D L 5.0 P S F D R W H e u�%0 1 2 :-- -- - 4 —IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED dlll Z I� PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 1G w e = _ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLATION OR BC L L 0.0 P S F HC -ENG MSD ' BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGNSTATE OF ;' TOT.L D. 55 .0 P S F S E Q N - 910 SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ,(y CONNECTORS ARE MADE OF 2OGA ASTM A653 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO •'•.;ymot... ,. X Alpine Engineered Products,Inc. EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNEr_TORS PER D U R.FAC. 1 .00 FR0M 3 M F IIRIIIC3 City,FL 33$44 DRAWINGS 130. 150 AND 160 A F. AN ENGINEER'S SEAL ON THIS DRAWING AP PI IES ONLY TO THE DESIGN SPACING 24.0' OF THE TRUSS DEPICTED MERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. 8_6898-RODGERS BUILDERS - FT5 FLAT GRDR THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. tOP CHORD 2x4 SP #2 Dense 2 Complete Trusses Required � BOT CHORD 2x4 SP SS WEBS 2x4 SP #3 NAILING SCHEDULE: (16d—box—nails) TOP CHORD: 1 ROW @ 7" o.c. BOT CHORD: 1 ROW @ 12" o.c. SPECIAL LOADS WEBS : 1 ROW @ 4" o.c. -'----- (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS TC From 100 PLF at 0.00 to 100 PLF at 13.31 IN EACH ROW TO AVOID SPLITTING. BC From 10 PLF at 0.00 to 10 PLF at 13.31 TC 3299 LB Conc. Load at 13.31 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 477# NON-WIND UPLIFT AT BRG (X-LOC, Y-LOC) : 0' , 8.09' . THE TC OF THIS TRUSS SHALL BE BRACED WITH PROPERLY ATTACHED SPANS AT 24" OC IN LIEU OF STRUCTURAL SHEATHING. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. THE ARCHITECT or ENGINEER OF RECORD SHALL EVALUATE AND APPROVE LOAD MAGNITUDES and LOCATIONS AS SHOWN ("SPECIAL LOADS".) TRUSS ENGINEER IS NOT RESPONSIBLE FOR LOAD MAGNITUDES AND LOCATIONS. W1..5X4111 W5X6= W2.5X4= W4X4= W1.5X4111 W4X4= W2.5X4= W5X6= 1-4-0 T 1-4-0 —�— +8-1-2 W3X10= W2.5X4= W4X4= W4X4= M W1 .5X4111 W1 .5X4111 3299# W2.5X4= W3X10= L-2-0-0- J IF 13-3-12 Over 2 Supports R=-477 W=3.5"* R=4806 W=3.5" PLT TYP. Wave TPI -95 Desi n Criteria : TPI STD 18.2c4 FL/3/2/-/E/-/- Scale =.37 WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 4 0.0 P S F R E F 8 0 1 2 = 9 BRACING. REFER TO HIB II (HANDLING INSTALLING AND BRACING). PURL ISHEO BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFIO D0.., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO yyPP.Fj�, NP_ T C D L 1 0.0 P S F DATE O 7 _ - 8 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL PAVE PROPERLY ATTACHED �l "IMPORTANTPANELS fURX01SMOA COPYDOFHTNISALL HDESIGNAVE A PTOPTHEYfNSTAILADTIONGCON7RACTOR. ALPINE ENGINEERED J,LIG2�5I0. BC DL 5 .0 PSF DRW Hcusol2 ==� PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO r ,;+ �� " BUILD THE TRUSSES IN CONFORMANCE KITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLATION OR ! I+ B C L L 0.O P S F H C-ENG M S D ,, BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF ,///j���� T 0 T.L D 55 .0 P S F S E Q N 910 — - SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE gyp, ' CONNECTORS ARE MADE OF 20GA ASTM A653 GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO /�•��I�V:•r','lS[/ D U R FAC. 1 .00 F R 0 M B M F Alpine Engineered Products,Inc. EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER V` Haines City,Fl, 33$44 DRAWINGS 130, 150 AND 160 A F. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN SPACING 2 4.0" OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. (8_dIT98-RODGERS BUILDERS - FT6 13'3"12 Floor Truss THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP SS SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP SS WEBS 4x2 SP #3 :W2 4x2 SP #2 N: DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SP€CIAL LOADS ---- (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) SEE DWG 657,275 OR 657,275B FOR GABLE DETAILS. TC ' From 320 PLF at 0.12 to 320 PLF at 11.29 TC - From 100 PLF at 11.29 to 100 PLF at 13.19 THE ARCHITECT or ENGINEER OF RECORD SHALL EVALUATE AND APPROVE BC From 10 PLF at 0.00 to 10 PLF at 13.31 LOAD MAGNITUDES and LOCATIONS AS SHOWN ("SPECIAL LOADS".) TRUSS TC 1655 LB Conc. Load at 13.19 ENGINEER IS NOT RESPONSIBLE FOR LOAD MAGNITUDES AND LOCATIONS. H = Li W HS412III W5X5= W2X4III 7/77/ W4X6= W5 W1X3(R 1-4-0 1-4-0 8-1-2 W5X8= W1 .5X4111 W2X4111 W4X4111 L-2-0-0--J IF 13-3-12 Over Continuous Support R-491 PLF W=11-3-12 Note: All Plates Are W1X3 Except As Shown. PLT TYP. Hi h Stren th,Wave TPI -95 Design Criteria: TPI STD 18.2c4 FL/3/2/-/E/-/- Scale =.37E ' '•WARNINf,'• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND TC LL 40.0 P S F R E F R012- - 2 �0 GRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE �R•P, INSTITUTE. 503D'ONOFI0 DR.. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �yPP�1F%Cq ;LT C D L 10.0 P S F DATE 07;' = - 8 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED �1I STRUCTURAL SHALL PANELS. BELFURNOISHOA COPYDOFHTHISHDESIGNPTOPTHEYINSTALLATTIONGCONTRACTOR. ALPINE ENGINEERED J,U 1 2 B C D L 5 .0 P S F D R W HCUSR 012 ATTACHED 1 a �•� ::- =o PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 1 1�4 BC LL 0.O P S F HC-ENG MSD BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLATION OR BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN " ' SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE STATEOF • T 0 T.L D 55.0 P S F S E A N - 9 1 0 c CONNECTORS ARE MADE OF 20GA ASTM A653 GR 37 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ,�(1��• �IJfV�`;.!r\� D U R FAC. 1 .0 0 FROM B M F Alpine Engineered product,InC. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER G�t1V Haines City,FL 33844 DRAWINGS 130. 150 AND 160 A F. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN SPACING 2 4.O" OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address .Date f 3 •-d 2-- Heated Square Footage @ $ per sq ft= $ Garage/ Shed @ $ per sq ft= $ Carport/Porch @s per sq ft= $ �v Q Deck _� @ $ per sq ft= $ Patio p` @ $ per sq ft= $ TOTAL VALUATION: �. Total Valuation 1 A $ -e, Remaining Value $g:per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BIWILDING FEE $ 4/'0 ZONING: + % Filing Fee $ Z O FLOOD ZONE: O Fireplaces @ $15.00 $ r cs IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ Ci, 0 WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT$ SEWER TAP $ C ( ) RADON 14150050 $ SECTION H PAVING ( HYDRAULIC SHARES $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ GRAND TOTAL DUE: CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 I TELEPHONE: (904)247-5800 FAX:(904)247-5805 S SUNCOM:852-5800 n http://ci.atlantic-beach.fl.us �. o/) PLAIN REVIEW COMMENTS Permit Application # cz,26:�33 Applicant: Address: S� Project: 114f'r(f ' 1"F�Q 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 T), k-" Fc, Signed Date Contractor Notified Date CITY OFATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE: (904)247-5800 w" " FAX:(904)247-5805 SUNCOM:852-5800 .rte r http://ci.atlantic-beach.fl.us n lJs3'F PLAN REVIEW COMMENTS Permit Application # � Applicant: �Yc� l GQ 6;_7 �0SUY�� Address: r Project: /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 2 l Imo',a2- Contractor Notified Date r DEC t, Y s �002 -BY.• City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Florida 32233-5445 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) �o Z �A DATE JOB ADDRESS /,F3 7 / Irl �/� APPLICANT k ADDRESS 7 K7t �G PHONE: 3 7 Z '-O Z3 9 LEGAL DESCRIPTION: BLOCK NUMBER .3 LOT NUMB�E�Irts�`ZONING DISTRICT CONTRACTOR �v/N /✓ }o `L �0 rC � STA'iE LICENSE NUMBER C-6 CO ADDRESS 'z– Z _// / PHONE a yl–' � Z-Zg� CITY � l-tell STATE F(� � ZIP L24 !�' FAX 2_1 7 DESCRIBE PROPOSED USE AND WORK TO BE DONE ?_6 oA0r PRESENT USE OF LAND OR BUILDING(S) k—ES• CAC- %_ VALUATION OF PROPOSED CONSTRUCTION /<rcl 7. •a 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? AVO New electrical or increase in service? _ New plumbing fixtures? Al• New fireplace? Z/ y New heating/air conditioning? N d Is approval or Homeowner's Association or other private entity required? /Vy If yes,please submit with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MATE L? ff'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. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) 1 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. 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 6/18/02 S 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 boundarywith 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 ALLIN50 RMAT ON PROVIDED WITH THIS APPLICATION IS,lCORRECT. 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 AUTIIORIT7 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 SUPP ING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. >' SIGNATURE OF CONTRACTOR DATE ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME �^I� MAILING ADDRESS PHONE Y�. � FAX ��VVI E-MAIL SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF STATE OF FLORIDA,COUNTY OF DUVAL. NOTARY'S SIGNATURE AS TO OWNER: ❑ Personally known L*t8001132AM254) �Y ...#pD0121161boo Produced identification /� Exihs Sf27f200dType of identification produced Its(.,_ '22 ....t- s Notary Assn..kx. AS TO CONTRACTOR: Personally known ............ Produced identification TROY ROCKHOLD 1, Type of identification produced ='`tAYP 'z Commission#DD0121151 's OF Banded*NwAh pipids Assn„Inc. -] L; ..a.:«.�.......... 6/18/02 NEW IMPERVIOUS SURFACE REGULATIONS On January 01, 2002, the City of Atlantic Beach enacted new regulations limiting the amount of Impervious Surface that can be developed on property. Within all residential Zoning Districts, the maximum amount of Impervious Surface area allowed is fifty percent (50%). Within all commercial and industrial Zoning Districts, the maximum amount of Impervious Surface area allowed is seventy percent (70%). The Zoning regulations define Impervious Surface as follows: Impervious Surface shall mean those surfaces that prevent the entry of water into the soil. Common Impervious Surfaces include, but are not limited to, rooftops, sidewalks, patio areas, driveways, parking Lots, and other surfaces made of concrete, asphalt, brick, plastic, or any surfacing material with a base or lining of an impervious material. Wood decking elevated two or more inches above grade shall not be considered impervious provided that the ground surface beneath the decking is not impervious. Pervious areas beneath roof or balcony overhangs that are subject to inundation by stormwater and which allow the percolation of that stormwater shall not be considered impervious areas. Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rain water, however, decking around a pool may be considered impervious depending upon materials used. Information verifying Impervious Surface must be provided prior to issuance of Building Permits whenever new construction, including building renovations or additions, new driveways, decks or porches involves any increase in Impervious Surface area. D a CS a�a MAP SHOWING BOUNDARY ' SURVEY OF 'CY %2 OF BLOCK _ AS, SHOWN ON MAP OF �- oT 9 G EGt,//S .,�c�f3Di✓�.S/owl - AS RECORDED IN PLAT BOOK 9¢ PAGES 10 OF THE ICURRENT PUBLIC RECORDS OF DUVAL CO. FLA. CERT/FI£D T0: ,dNn/- A�4kler k,5011c7# Z Cg�/TEX (-tai.6r e6;ul7 y coepeRA7rlonll 71co2 7"i7't-e lN54.lR410E COMNAN`/," 60SCIVA44AHig��) PERson/S � BANKs'ro�/ � G'Hv,PCN ,QoAo \C loo',P H/� a L o 7- /0 v h GLNGL Fv0. Y 367 4f.8 r ,�. .� ... s... ts: �._ ,�4 11.. lira Y�Ti.r�i•,t: a FNO.'Yr"/� 90 ,(/OKTNeSKG�/ /2 rF• moo' # 585 �1 ml 47. r7 m 5 O 5'e•F nal 31. CoNc. dls! f ' �i k3>i57 t .� ' PA,erYwA64 w ---0 / v ^1 „6 v 5'odrNdRly Z o Q 3 dv � oP cor y OW.. (fi�,r4G4ss�, 46 Fro.%z•iP. /'f S jG72 ,� 3G 92 ���, v✓D o 13 p p L oT $ Ben/cNMNRK iS FF.E, oN /-or $ EGEV. 0 50) EGEYS, ARd SHOWN i ANl7 REf`E,? TO, AJ.Q.V. DATUnA 192'l. MEAD y S7REE7 l50'�P/rv) TFOAON FJIERELIAAV BE A001TI0¢NSA�EASEMENZT¢SD/OR� RICTIONS THAT ARE NOT SHOWN ,ON_THIS.SURVEY THAT-MAY--9E•FOUNlQ AN THE PUBLIC RECORDS ON THIS 000NTY: o - SHOWN HEREON R IN THE SPECIAL FLOOD HAZARD ZONE AS SHOWN ON FLOOD INSURANCE RATE MAP j? / E FOR THE CITY OF JACKSONVILLE, FLORIDA, OATED 2L -BMJ ALL AMERICAN SURVEYORS, , . INC. LINO SURVEYORS - 8789 SW JOSE OLVO., SU/1E JO1 - AlCKS0*Xl a~ FLOMDA J2217 -,90417J9-2217 THE ABOVE LANDS.WERE SURVEYED UNDER MY RESPONSIBLE - 5 SUPERVISION AND DIRECTION, THAT THERE ARE NO ENCROACHMENTS _4 coNc - EXCEPT AS SHOWN AND THAT THE SURVEY SHOWN HEREON MEETS coW+cRE1E P.R.W. • PERMMWEM REFERENCE - UON. - WONUUENT WONULAENT THE MINIMUM TECHNICAL.STANDARDS SET FORTH BY THE FLORIDA IP. — LRON PIPE P.T. - POINT OF TAWADWCY BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT TO ALL I.R. - IRON R0D P.C. PONT Of CURVL CHAPTER 472.027 / CHAPTER §1017-6, FLORIDA, STATUES, CH - CHORD P.R.C. - POINT Of REVERSE CURVE AMERICAN A - ARC LDWCTI� P.C.C. - POINT Of COMPOUND CURVE SURVEY NOT VALID UNLESS EMBOSSED BY SEAL SURVEYORS, �cr> _ A B.R.L - a�NO RESTRICTgN JAMES D. HARRISON, JR., No, 2047 INC, P - PIAT U.D.E - UHOASTRUCTED DRA#04E R; - RADIAL EAS04M E - CENTER UNE LS./ - LAND SURVEYOR HUMBER SCALE R/W RICHT-OF-WAY P.I. - POM OF INTERSECTION _9 —,— - FENCE EOW - EDCE OF WATER - (W) V NESS TOB TOP CF BANK DATE -0- 9 R( A REOISTE D SURVEYOR AN PER =8 �B. 925 ar. l i1Lf ,/o �► ,. 0RDER NO. 11-45a BUILDLVG, PLANNING,SND ZONING I.NSPECTIOzti"DEPARTMENT CITY OFA TL4.,VTIC BE4CH, FLORID.- CERTIFIC.4 TE OF OCCL'P .VCY WOR1Y SHEET �a=_ RecLes�ac: �a.,Lcl, 300, a000 C SEF-:RL ISSUING CERTFrC, TE OF OCCUPANCY Tri= FOLLOMNG MUST SE -COMPLETE i\TQ_ 17__u ;vcrs 3_2r _ov 30-cs�J 30 - -5 b; 20 i i (Urtificate of Mccuvancu (situ of Atlantic Ntar4 — 3bribo Department of Nuilbiug Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard p Building Code certifying that at the time of issuance this structure was in compliance with the carious ordinances regulating building construction or use. For the following. 9 Use Classification Single Family Attached Bldg.Permit No. 18063 GroupW.frame T Sfa Fire Disttrrigt Atlantic Beach FL 32233 Type Construction Y 09 Owner of Building Rodgers Builders addres�pe�g oa Fb 2865 1939wry Street AdresBLocality Atlantic Beach, FL 32233 By: DON C. FORD _a Buildin6btficial Date: - 1 POST IN A CONSPICUOUS PLACE �:_ .. Terfiffiratt of MccupancU �► Titu of tfttntic Near4 -- Yforibtt Department of Nuiidtng Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use For the following. �I use Classification Single Family Attached Bldg.Permit No. 18063 Group W.frame Type Construction sfa Fire District Atlantic Beach. FL 32233 Buil 794 Foxrid e Ctr.Dr 109 Owner of Building Rodg-rs Address a Park, FL 32065 $ Address 1939 Mary Street Locality Arl anrj C each. FL 32233 _ ing ( I:Q� By: DON C FORD Building ONicia Dater Z 0 `®-o POST IN A CONSPICUOUS PLACE `1 Tertiftrate of Mrrupanq mtv of Atlttntir igenc4 --- -florida +Departtant of Suxldxng Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use For the following. - use Classification Single Family Attached Bldg. Permit No. 18063 Group W.frame Type Construction sfa Fire District Atlantic Beach FL 32233 794 Foxrid e Ctr.Dr 109 Owner of Building Builders—ROdg_PrGAddressQ��_e�a���,��°2AK r B ingAddress 1939 Mary Street Locality Bea4h, F , 3 By: D0T3 Q. FORD Building Officia Date: 4-1- -2-0 -®-} POST IN A CONSPICUOUS PLACE 1 of � .4 1cia1 � guild�ng .(100 o1 R IrispEC 1 $ ZJ aEQVEs� �• perm`s N°. M�c�yPN�Gp1. Date �j 1 v" ,t Cond" & Received ' Gont(act') pLU 1NG v` Heai�place G s ou9hFire �Ob Pd �G1R�GP Gut C pre Fab p.M - E�ou9b Wgin9 � Se er p"M" nes s GQNCAE�E "feolp p°le Friday NameG Final GS10N } gUU.©1NG S Sb g v 'FOR%tie Thurs Framing, v ��nte� FkEAD Rooftin9 \Ned, p C� �nsulat�on QCcuPan Sues Gertilcaie of o pate el ecuon �nsp 1ns4e6t Of Or A t+ e of OR�NSp o aO'S' Parrott N RE ,.� nn �o�attty -1 pate trot �B�NG Pteaon ace e T''e et�edt Pte Fab PM. S a yob Pddt E►-� ,Num9 a S8 of / s N AE�� Camp Pole O N Friday f p an,e G�orin9 Fina, �NSFEC�,O 'tb�ts' vl`p� StAp�t PSP lab M_ . Lente R 'Ved PM. ofuPancy Flan' i�n9 G pct P Ron � t`Scale 'Nes' V pate Mon. tnspectton M e . 1nSpectot 04/20/00 08:37 ALL AMERICAN SURUEYORS 247SB77 NO.63B 002 MAP SHOWING BOUNDARY SURVEY OF BLOCK "AS, SHOWN ON MAP OF dF Gor 9 LEW/.S '.5't,/BL7i✓(S/O�/ � ' ' AS RECOR p IN PLAT BOOK ?¢ PAGES:: 92 of rHECURRENT PUBLIC RECORDS OF DUVAL CO., FLA. CERTIFIED r0: JUAN ANToId/0 P lheAN �COUNTRYW/DE NOME LOANS,INC. ZtCoR T/T�E /NS•�• � u�Ctthtgrt, AN�FtI�/,�125[�NS�$AFiKSTOI� e6' ,.mcN ,Pogo 160 a w) 1 orvaA"e 9e. O I�oRTNFRr-� '/Z � / P1 [or 9 -o.i' M 24!.9 47.e r �'`��—/i4°e4cgss ; � I,1 A/C POo m � Q g 3 �4 ir r . a Is' fit s) So✓rMEtcV '/Y o/ Gos %/2 4 9. V V _`NO.yt'I/!r .� ♦369Z O:O. 00 o C or B c t j Be�vcNMiFQw!� iS F.F E<. oN ;Lor 0.,6LNN•.(10.00) ,ei.mvb. Aec SNOM/N nfil$ . ANO RGt'�!?Y2?rJ.q.V Ulfd ofMpR MEAL�1/ SnrEEr t'6o•,Q/ui) ffft " I� f AC kLo. M7Ar BE ADDITIONAL 3-�4ac/aiELO! EM AN0/0R RESTRrChON5 THAT ARE NOT SMt7wN i ON THIS SURVEY THAT!MIAY BE FOUND IMINE PUBLIC RECORDS-ON THIS"COUNTY. HEREON 13i IW,T"C!SPECIAL FLOOD KVARD j ZONE X AS 2 2 ON FLOOD RATE MAP ry PaRiTNE-*",Or dACMBONMLLE, FLOR .-DATED D• - AL.`L AMERICAN: SURVEYORS, INC: +w of Atlantic Beach ' LAAO.STNlYEVM OXIF Seer JW aro;, St*t 30F .r*WWWWUL FLORRM arts- 9a/;la#-e21s Ririiriir��; and Zoning i THE ABOVE LANDS;WERE SURVEYED UNDER MY RESPONSIBLE - r b . SUP 1§IDH AND OIREC110N:THAT THERE ARE NO ENCRWHMENTS E>ICEPT AS SHOWN AND JTNAT THE SURIKY SHOWN HEREON MEETS �� - MRC =OONCMETC ►.R.M.- RtYEREMCL THE.MINWI I-TECHNN:A;STANDARDS SET FORTH BY TNI FLORIDA .I rfn rK P.I. -POM or TSNNDR w DOW OP'PROFEf SURVEYORS AND MAPPERS PURSUANT:TO - ALU 647 .rNw Roo r.c. -rawT or arlu CNA 770,+72.027'/ C►i P" 61017-6, aDRbk Sunxs. AMERICA T:N -'•Cno11r PA C.-POW or NOOK arae � - � r E A .ARt to1o1M P.c.c.•Poln or col/am atom SURVEY NOT VALID UNLESS EMBOSSED BY SEAL SURVEYORS, r 3 rt N � Room - 6A.L-�aNRI a WSPICmoN „1�IyEB D.:INSON.!JR., No. 2647 uNo6NAuc4a pftw EANW i - E 1 CENIOI UNE L.S./ -IMS f*4"R I%MEN SCALE R/f •AONf-NF-wa PA. .POW a MERNDGANNma .NIRNfN Elope -TEa a 0w DATE ® RECISTE SURVEYOR f®,'1?5 Fty./ RLE .,• � ORDER Ab. X17_-4Sl r MAP SHO WINO BOUNDARY SURVEY OF LOT 9 BLOCK 9 AS SHOWN ON MAP OF G 6WI S S4160et/t5/OA/ AS RECORDED IN PLAT BOOK -4 PAGES '22 OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. CERTIFIED TO: � I Cyu,PcN ,PoAo ��o ',p�w� RECEIVED APR 2 1 1999 Q C o r /o City of Atlan 'c Beach h Building jan Zoning �I 0. 0.3 tf 367 2 44.8' fvo Yz••ice 25,op m 47. op' # 385 13-3 r-t-. ® 641 !„u T+ o 1 0 �3 )a: m rj 0 00, 00 C Q o. 0 Z o r 8 BE�/CNMs9,e/l /S FF,E. ON c or S ) ELEUS. 4P-0 3HOat/N THUS �,�•�F ANO RPE'FE,P TO, A/.Cy.V TJAT1-1A4 OF/�Oroj MFAC Y� ST.PEE7" l50'.P/Gt/� THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBUC RECORDS ON THIS COUNTY. THE G o r SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE " X " AS SHOWN ON FLOOD INSURANCE RATE MAP 24/ E FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED B-a-e9 ALL AMERICAN SURVEYORS, INC. LM+O SURVEYORS - 8789 S4lV JOSE BLVD., SUITE 301 - JACKSOWU& F7.ORWA 32217 - 904/739-2217 L! and THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE - S SUPERVISION AND DIRECTION, THAT THERE ARE NO ENCROACHMENTS =4 CONC - CONCRETE P.R.M. = PERMANENT REFERENCE EXCEPT AS SHOWN AND THAT THE SURVEY SHOWN HEREON MEETS - MON. = MONUMENT MONUMENTTHE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA I.P. - IRON PIPE P.T. - POINT OF TANGENCY BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT TO ALL CH - ICCHORD ROD P.R.C. - POINT OF CURVE POINT OF REVERSE CURVE CHAPTER 472.027 / CHAPTER 611317-6, FLORIDA, STATUES. AMERICAN A < ARC LENGTH P.C.C. - POINT OF COMPOUND CURVE SURVEY NOT VALID UNLESS EMBOSSED BY SEAL SURVEYORS R = RADIUS B.R.L. - BUILDING RESTRICTION ACT.) - ACTUAL LINE JAMES D. KAMSON, JR., No. 2647 INC P - PLAT U.D.E - UNOBSTRUCTED DRAINAGE 0� RADIAL EASEMENT _ CENTER UNE L.S./ - LAND SURVEYOR NUMBER SCALE 2b° R/W - RIGHT-OF-WAY P.I. - POINT OF INTERSECTION _9 —x— - FENCE EOW - EDGE OF WATER _ (W) - WITNESS roe - TOP OF BANK DATE 'S- A REGISTE D SURVEYOR A46 PPER =g FILE !!B. `I c 5 Pcy. l ---- ORDER NO. FLOOOPLAZN DEVELOPMENT 1NFORMATTO14 (�/1/t7 lUlc1/1/,¢7�0l� G Type of Developments Flood Zone:___y-------- —-------- Required Lowest Floor Elevations_ IS building In located within a flood hazard zone, s nurveay ■ui;t be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the bane flood elevation established for that zone. Ho final inspection will be made and no certificate of occupancy will be issued until the survey in on til• with the Building Department. , COMMENTS:. Applicant Acknowlodgesents I understand that the issuance of this permit to contingent upon the abov information being corrtdt and that the plains and supporting data have burn or shall be provided as roquired. 2 agree to comply with all applicable provisions of Ordinance No. 23-7-11 and all other lava or ordinances affecting the proposed development. Date__• q�Applicant•s Si.pnature„--- ..---------------..-----... --------------,... -------- Department Use Required Lowest Floor Elevation As Built Lowest Floor Blevation ......1 Survey Filed with Building Department - K lding Doper t ant Representative pager 3 rte.. �t � t Oft Io Cl on 1p3$ofthe S°plLanCe uaith the 4 is of Sect' as in Co to w scant the requireranee thw sty sit For the f°Mowing� X67 r e of or u Cate issued Pu at at the tim astruction petcn�t N° $eaC This Certificate �erttif ing th ting bu-lding co d gQ,tla�`� eC 3 t ilding �n regula �r-tare ` �t Ir e 3 ,� Bu y0us or antes 3 ye; a f a F;�e piss c $�aCh Sype �y„- GooS All, G�a� 6 use w+ Od PITee gy. C,roap udain -) L � pate t� �nar 0f6 3 S�GVpVS P�Ce PdaiBss gu11d NCQN MAP SHOWING BOUNDARY SURVEY OF 5Z y 9 D.' .BL0CK AS SHOWN ON MAI' OF e.. or 9 10WIS ,S'tlBDi lD / AS RECORDED w PLAT BOOK ?4 PAC3ES ° OF THE CURRENT PUBLIC RECORDS OF DUVAL CO. FLA. CERTIFo T0: 4ym MA,RiL A �OtJC>N �'Eur�x 1ao^A� �Q✓ITy CO. -rCa� /n[SclRIA GDMGANY��. E3cl,SC�JMAI�✓* Ak�Ri✓� RSOnl S w NI srrA/ RECER GHcI,PCN ,QOdG IM-1R 1 1 200 Laity of Atlantic B h Li B�rildin and Zo p 7- i0 N 4. i. fivA Irwa s ` if � N ��'•d / � a � • t(1 t vO w w aev. s S .d 051,c m cc A o t, N Gi c . M y m14 r s ` �POQ �f � . ba3• I�.IP so V 1N T cor-9/Z V: �PhpER9ttCt� FMO.'/?'%v !�'jG tib 0 561? � �o N. L o r 8 N. yr 6 Maw.(l 190) FF. ON eels. ARC lmoiw. Thus AND A'gPEi? 7O,N.Q.V L1IYVA4 01192°1. M044 VS'T,OEET l3o'�P/tt/� } t FF.6F. 0. q'455-4.,3-M-00(;sj' o� THERE BE AD/DIT104NAL EASEMENTS AANND�(/OR RE RIC"ONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBUC RECORDS ON THIS COUNTY. THE-j O MOWN I I L HAZAR N WN ON FLOOD, I RATE MAP ?¢/ E FOR THE CM OF JACK50NVILLE, FLORIDA. TEO D-/5.A9 3 ALL AMERICAN SURVEYORS, INC. UNO _%wKWpS - #M SAN JOSE' B[W.. SWr JOf - ,(AarnAAU& n*1W JUf7 - W4/W#-22 17 L�Rnd THE ABOVE LANDS WERE SURVEYED UNDER NY RESPONSIBLE SUPERVISION AND DIRECTION. THAT THERE ARE NO ENCROACHMENTS ;4 . coNCN� v A u.. vvsw+Ekt R#KRCNC! EXCEPT AS SNOW" AND THAT THE SURVEY 6HOWN HEREON MEETS ooNc OOMMONW THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLONo". wo"ummRIDA I.P. RON PPE P.T. - Part WP TANOOP Cf BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT TO ALL I,R, - *ON ROD P.C. • PW Or CUNE CHAPTER 472.027 / CHAPTER 61017-6. FLORIDA, STATUES. cN • CMONO R.C.►. - Part of 11MIls[ u�Vt AMERICA A . Aft Lb4rI P.C.C. - PWIiNT CP Co�rouwC crrAvc SURVEY NOT VAUD UNLESS EMBOSSED BY SEM. SURVEYORS, P . RA00A O.R.L. - eutowv vtstP+cnoN JAMES 0. K%%V ON. JR.. No. 2647 INC. ACT.) - AMIAL = P • NAT V.D.E - 11N06MRWICIEO OANMOE RAMAL !A>oG>tv+r . COM UNE LS.f - LAND OW YOR WMA SCALE 20' R/W . &OW-OP-WAY PA. - PONT Or #d0WCr4N 9 FBF low - EDGE OF WATP - (w) . wITN¢SS Too - TOP OF WNW DATE •$' REC43fT SURVEYOR PER _8 mr ,�- ,,! oRmw No. 117-450 s'cy Ye f-,,4 'eD 3 --v C- G CITY OF r�t�urtic �eac( - �Pvaida 800 SEMINOLE ROAD ATLANTIC BEACH. FLORIDA 32233-5-145 - TELEPHONE (904) 247-5800 i FAX (904) 247-5305 SUNCOM 852-5800 DATE )-3/.Ob JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS Please call me at 904-247-5826 if you have any questions. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT &ntrtratr of pity eaten orfit Wnp, Anspeetionl This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building "i,nstructk.n or use, For the. `'l�l'vXiara_? Single Y apf .ly Attac.he�? - 15062 Use(iassitication _ flidg. F emits+mac,. Group w.frame Type Construction sfa Fire District Atlantic Beacy _ (,V47 Fr xr i rJ e T r r r r ill(TAT Owner of BuildingKOd€;er5 Builders Address (}r�n�Yom ,— -323 alta rkcfIP 1937 dry Street ,-, eli�tlant.i,c Beach, FL 32233 �..... By: DON C. FORD wilding OfficialLute: _ .._ POST IN fes` CONSPICUOUS PLACE - a�cnaa�r�=zirw�.�xxrir�..ayea:.- �riaaz.c C"O'4TY QF 800 SEMINOLE ROAD --- ----------- - --— - ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FkX(904)247-5805 NOTICE TO: Water Department FROM: Building Department DATE: '41` -�O- Q00 d Please be advised that the final building inspection: has been completed on each of the followJLng addresses and construction water is no longer needed: Permit Number AddressI Ix trite !e��, o" N ,,/ r Building Department CCITY OF ccFe.a dt - ' 800 SEMINOLE ROAD L� UANTIC BEACH.FLORIDA 32233-5445 TELEPHONE(904)247-5800 'Ili ---- f tX(903)247.5805 NOTICE TO: Water Department FROM: Building Depart-meat DATE" Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address Sincerely, /j r Building Department C-) CITY OF 900 SEMINOLE ROAD AL. _iC BEACH, FLORIDA 322,33-j443 , TELEPHONE (904) 247-5800 X ( I ?fi' F% Q"J 17 ' SUNCOM 852-5800 DATE —) JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections, on the following locations have been completed and approved: PERMIT NO. ADDRESS 9,37 MOA-t4 Please call me at 904-247-5826 it you have any questions. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT PROPERTY DESCRIPTION Lot #�, Block # , Section #_ RECEIVED Subdivision: Z a Street NamDESCRIPTION OF WORK APR 2 1 1999 or Address: ,,,4 e/. (If in FLOOD HAZARD City of Atlantic Beach Flood Zone:___area complete page 3) Building and Zoning Brief DpLpeription C._ Q,-Z S 7-/I cicl7 cam Class of Work: Ke-W Remodel/Addition: ZONING INFORMATION Type of Construction: Ev Zoning --�-=�- 1`2� Propose ---- ---------_-_—_�_ District: Use: ��,� , Estimated Value $ �� j Exceptions or V riances Materials: Granted: LV Solid or Filled Ground: snZ,1,4 Roof:/NGLs Method of Heating:_'6jV7,,2-,�L i MhIER INFORMATION Property Owner: L�/„�Gc�2S (1��,t7��Y<`5_Phone: �fD �-c 7Q - 6—;w Mailinq ��9 Addre�, 1,6 7�,/ Fpk12- E C'- z-. _ _ . _ --- �n�aN huh• Zip: Via © CONTRACTOR INFORMATION Contractor: cy/S C 'Yc S ��/G�1�-�� _ Phone-_L(:) V- 7.;;? --6; Mail' Address:p- X/Li SLE _ ZipS7v _ Expiration STATE LICENSE NO: ' �� (� �G, , Date, �-Z/Z/ 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 C014PLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUIE 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 SUP ING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. c� �- Owner Signatures_ `"`' -„'"�✓`-- ---,-- DATE-��1 _`__ Contractor Signature DATE SWORN TO AND SUBSCRIBED BEFORE ME BY B. R. Rodgers THIS 13th DAY orApril___. =!`,�9-. He is a onally k own to me. _ ,;q'•fie{,, ARLENE MCGAUGHEY MY-COMMISSXWi-CC S=3Z_.. EXPIRES:April 14,2001 F �`' Bonded Thru Notary Public Underwriters CITY OF _ j�'�?ct4ctic Ferre/ - ��vuda 800 SEMINOLE ROAD 1TLANTIC BEACH.FLORIDA 3223;,---)445 TELEPHONE (904) 247-5800 FAX i 904)247-3805 SUNCOM 352-5800 '. �Q�'I pL E o rn C zoff/VZ (�G, Atlantic isfact _ larib . Tgepartment of 4juilbing jinnectinn This Certificate issued pursuant to the rey^u-rements of Section 103.8 of the.Snuthern Standard p 1 Building Code certifying that at the time of issuance this structure was in compliance with the �. uarious ordinances regulating building construction or-use. For the following. Single 1 am-ilw Attached 18062 Use Classification � _ BRUg. Prrm010, Groll frame Type Construction sra Fire District ML..Lant Be cy oxrl gee t-r.Dr Owner of BuilRAddress Orange Park, FL 3-20-65 A,,,ed c1.937 ar Street , a,,t,Atlantic Beach, L 32233 __. _ By: DON C. FORD ` 1lwiding Official v`aae. ®— Pill IN A CONSPICUOUS PLACE f CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD y a ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . 02-00025333 Date 12/31/02 Property Address . . . . . . 1937 MARY ST Tenant nbr, name . . . . . . INSTALL SCREEN ROOM Application description . . . SCREENED ENCLOSURE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1847 Owner Contractor ------------------------ ------------------------ KEOUGH, ANN MARIE TROPICAL ENCLOSURES INC. 1937 MARY STREET 926 N. 9TH AVENUE ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 372-0239 (904) 241-2298 ---------------- ------------------------------------------------------------ Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 40 . 00 Plan Check Fee 20 . 00 Issue Date . . . . Valuation . . . . 1847 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 1 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. ,Q ©"ems ( e 1"k, BUILDING OFFICIAL __Z�5- l-"s-41 - ze'c�Ial O j0 I.00Z AINO U Mad 3NO MOA ONIMVMO .0•d-.9/L 31V0s .¢80.Ox,Ex,E •ewr•s,6x,Z .=aL•ox.¢x,E WOON SSWID/N33NDS IVOIdAl. .090'0x,Ex.Z 9'W'e«Bx.Z .EBO'ox.cx.c .090'0x.9X.Z '9'w's.9x.z .08010x,9x,c ZL# ZL# OL# 9# :SS3MOOv .pgo'ox„Ex,Z ,yx,Z ,0900x,Zx,E 09L 04L OEL OZL-OB :NOISM3AN00 .9Eo'O x,zx,Z ,yx„y ,Kola x,Z x,Z ONIMOTIOA 3H13Sn SSNOZ ONIM M3H01H MOA'AU0o13A ONIM HdW OU NO 03SV8 SMOHONV'4 3WtlN 8013 wMe■" We um■e x■w ■AB AI91+dn Z/d ON=9•L'£318V1 WOMB swvas 3 I1VM HiMnOd WOOM SSVIS OM/CTC 318V1 WOMj WV38 11VM HINOj w00M N33M0s 10313S'E :olgal BurAr.uolmLgx3 'H'0+Z/d NO Z/d j0 31711VA HIGIM OVOI 1:133Mtl1 ONISn 318v1 woNd wvas I1vm 1NOMA 13313ST 'NO1103NNOO d01NIOd HOV3 0 SHBHSVM A SMSHOS 9#(Z)ONV SdnO MOHONV/M MO A1TdNM31.N1 NWn1OO ONv wv38 MOHONV­3'0&Z M3110S 03Otl3H MBHSVM.Z/L-Z x 01#NO SNEHSVM .0 d 6.8/L 3Td'JS /M'S'W'S.UL-Z x 0/M 11VM DOOM 01.Z x.L NOHONV LHowdn d0 MIS HOV3.9 NI/M ONV snif 371 f _J NOW03 LOOZ 3000 ONialin8 MR a3anlownNMIT1180W bOl 1N3�Vf aV 'o'o&Z j0'XVW M3N31SVj 30HON00.y/L-Z x.V/L/M NOISn2LLX3 NOVS N3cIO.Zx.L MOHONTI, tlalaOlj aHl a0A S1N3W3MIn03a OVOI 31-11.NO 03M 01 if 0=1 YI VM..Hlano�.N0I103S IVOIdA l -S31aVA,d,- S310N 3W SONIMVMO 353H1 NO NMOHS SNVdS ONV SNOISSO 3H1 H101M OtlOI=Ml S31MVA Sal A '496L M3.uv 031OnMISNOO SSWOH 31180W 3nwA 1S3owi.v. 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