The URL can be used to link to this page

Permit 1479 Laurel Way (vault folder) P t f } JOB ADDRESS f L4 I E WORK PROPERTY OWNER •S "C ►°1,, �_ TELEPHONE CONTRACTOR ,1� . M -PHONE PERMIT 1VWMMKR '2-L4-077 DATE INSPECTIONS: FOOTING STAB TIE M" LLVTEL NA.ZLWG/SSFATSLVG FRAARQVGiCOVER ITP Kb ` I INSULATION '7 FINAL BUILDING MUMCATE OF OCCUPANCY id-i y-o�-- ELECT1dCAL PERMIT# 24 i 4G :z- LVSPECTIONS ROUGE' ��- FIN.AL AdEC94MCAL PERMIT# LVSPECTIONS ROUGE FINAL PLUAAMINGPM M V 06 ' INSPECTIONS ROUGWUIVDER SLAB �/� IC z TOPOUT WATF1��e FINAL 4- v NOTES• T�'1�C Uf "161 aU1 laO i CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD } ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 .��A Application Number . . . . . 02-00025224 Date 11/21/02 Property Address . . . . . . 1479 LAUREL WAY Application description . . . TREE PERMIT Property Zoning . . . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 0 Owner Contractor ----------------- ------- ------------------------ HENDRICKS, TIMOTHY OWNER 1479 LAUREL WAY ATLANTIC BEACH FL 32233 (904) 241-3357 ---------------------------------------------------------------------------- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 11/21/02 Valuation . . . . 0 Expiration Date . . 5/21/03 -------------------------------------------- -------------------------------- Special Notes and Comments OWNER TO INSTALL 8" OAK Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COiviPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS CH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. '6'-- ( - BUILDING OFFICIAL FBY: IVEI�� RFC'`F,T�T 1 2002 CITY OF ATLANTIC BEACH NOV 0 S 2002 TREE REMOVAL APPLICATION �_ _�._.._.� BY:All apiffications must be submitted with seven (7) copies and received by 5 PM on the Friday ten (10) days prior to the scheduled meeting in order to be placed on the agenda. *INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. T APPLICANT NAME ADDRESS TELEPHONE 2. _/00/ / tc�r9zi i4Ti� .z ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: ` 74- � CAS 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? YES No oT SURE 5. PROPERTY ZONING: RESIDENTIAL COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: SPECIES DIAMETER MITIGATION OFFICE USE ONLY INT.. EXT. OA k *Diameter at Breast Height(D.B.H.)is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each " trunk as measured immediately above the forks. *' See attached diagram for determination of interior and exterior zones. 7. SITE PLAN/TREE SURVEY indicating: a) Location of topography features such as hills and low areas. b) Existing and proposed structures. - c) Location of all trees with Diameter at Breast Height of six inches oi-more. " d) Tree species and sizes. e) Trees to be removed should be clearly marked with an 'X'. f). Trees to be preserved on-site for mitigation must be marked with brackets g) Location, size and species of any proposed new replacement trees marked with a circle"O" h) Location of utilities and easements as applicable. 1) Location of trees to be preserved on-site with barricading noted. 8. ON-SITE REQUIREMENTS: , a) All trees identified for.remoi,ai MUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved.on-site for mitigation MUST be marked with 13LUE flagging, paint or tape. c) The front property corners must be.marked by stakes or paint indicating the Lot 9. INCOMPLETE APPLICATIONS Old NIACCURATELY MARDED SITES WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CODE OF ORDINANCES OF ATLANTIC BEACH. ] .Applica,,a s Si ature . Date Owner's S' ature Date CITY USE ONLY: -Z- Tree Z Tree Conservation Board Chai rson Date TREE PROTECTION PROPERTY UNE PRIVATE PROTECTED TREE 20.00' D B JHF��OR MORE -- ------- -------- -, -I 7.50'— PRIVATE .50'PRIVATE PROTECTED , TREE 0 I RIVATE PROTECTED TREE PROPERTY I � LINE I I O 0 1 O B H OF 20" OR MORE I =mo l ISO L NOPERTY o (D B H OF 10- OR.MORE IN I o � = I COMMERCIA d INDUSTRIAL PRIVATE Li > PROPERTY) PROTECTED ooh TREE � I 7.50' —w PRIVATE PROTECTED TREE D B H ,OF 6" OR MORE PROPERTY 20.00' LINE PROPERTY LINE Y LL SIDEWALK SIDEWALK PUBLIC PROTECTED TREE DBHOF6" OR MORE (PUBLIC STREET) (PUBL)C STREET) A. PRIVATE PROTECTED TREE 1. ANY TREE WITH A D B H OF: SIX (6) INCHES OR MORE LOCATED ON ANY LOT "THIN TWENTY (20) FEET OF A STREET RIGHT-OF-WAY OR REAR PROPERTY UNE. SIX (6) INCHES OR MORE WITHIN SEVEN AND A HALF (7.5) FEET OF ANY OTHER PRIVATE PROPERTY LINE AND TKNTY (20) INCHES WITHIN ANY OTHER PORTION OF THE LOT. (EXCEPT 10 FOR CDMMER- CIAL & INDUSTRIAL PROPERTY) 2. .ANY CHAMPION TREE SO DESIGNATED BY THE FLORIDA DIVISION OF FORESTRY.' :�ARTMENT OF AGRICULTURE. B. PUBLIC PROTECTED .TREE SAME AS PRIVATE PROTECTED TREE PLUS ANY TREE SIX (6) INCHES OR LARGER WITHIN CITY RIGHT-OF-WAY. C. EXCEPTIONAL SPECIMEN TREE ANY TREE ON PRIVATE OR PUBLIC LAND DESIGNATED BY THE CITY COUNCIL AS A SPECIMEN TREE. TREFPRO A r MAP SHOWING BOUNDARY SURVEY OF LOT 4 SHOWN ON MAP OF HIDDEN PARADISE AS RECORDED IN PLAT BOOK 54, PAGES 97 THROUGH 97B OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FOR: BESTCON, INC. BEARING REFERENCE: BEARING SHOWN ON RIGHT—OF—WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED ELEVATIONS SHOWN THUS: 9.8 REFER TO NATIONAL GEODETIC VERTICAL DATUM. CERTIFIED TO: TIMOTHY R. & BARBARA A. HENDRICKS COLDWELL BANKER MORTGAGE OLD REPUBLIC NATIONAL TITLE INSURANCECOMPANY DEBORAH W. TAYLOR, ATTORNEY AT LAW, P.A. SECTION "H" — ATLANTIC BEACH PLAT BOOK 18, PAGE 34 B L O C K 2 5 2 L O T 1 L O T 3 L O T 4 S01011 '1 "E 55.001'xx x—x—x s. PLASTIC FENCE—x—x X- -X— - 0.4' — — _ — — — — — 10' PRIVATE DRAINAGE EASEMENT ( 5' 5' 1 11 LOT 4 1 � 9.6. e� 10 O 29.9' 1 CONCRETE 1 PATIO v N 1 I I 1 N 1 ROOFED „1 10 1 CONCRETE 'v L0' PATIO yry Qt yA{ eyed 1•— 1 Y I `� ®ate_-- I 1 � TO � RY FRAME 1 I DWELLING #1479 1 1 "free 12” EAVES we 1 IIw 1 1 )Ino�IN FL EL (9.80) c0ia 1 .4o GARAGE FIN FL EL (9.27) v 9 1 1 .o rQ 1" D 1 n� W4 f— OQ1� 1 14.0' 1 (�� WK 0 wx 9.9'01 .... ZaI- \ z? CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r3 ATLANTIC BEACH, FLORIDA 32233 V5 `� INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00025085 Date 10/29/02 Property Address . . . . . . 1479 LAUREL WAY Tenant nbr, name . . . . . . INSTALL 6FT FENCE Application description . . . FENCE PERMIT Property Zoning . . . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 0 Owner Contractor ---- -------------------- ------------------------ AMERICAN FENCE ATLANTIC BEACH FL 32233 ----- ----------------------------------------------------------------------- Permit . . . . . . FENCE PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 OWNER MUST UNDERSTAND THIS FENCE CANNOT INTERFERE WITH DRAINAGE AND IF THE CITY OF ATLANTIC BEACH NEEDS TO GET INTO DRAINAGE, FENCE MUST BE REMOVED. 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 M r MAP SLOWING BOUNDARY SURREY OF LOT 4 AS SHOWN ON MAP OF HIDDEN PARADISE AS RECORDED IN PLAT BOOK 54, PAGES 97 THROUGH 97B OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. Fol?: 19ESTCON. INC. BEARING REFERENCE: BEARING SHOWN ON RIGHT-OF-WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. ELEVATIONS SHOWN THUS: (9.8).REFER TO NATIONAL GEODETIC VERTICAL DATUM. CERTIFIED TO: TIMOTHY R. & BARBARA A. HENDRICKS , COLDWELL BANKER MORTGAGE OLD REPUBLIC NATIONAL TITLE INSURANCE' COMPANY DEBORAH W. TAYLOR, ATTORNEY AT LAW, P.A. SECTION "H" - ATLANTIC BEACH PLAT BOOK 18, PAGE 34 B L O C K 2 5 2 L O T 1 L 0 T 3 L O T 4 SO1 '11 '1 "E 55.00 -- x x-xx 6' F't STICxFENCE+% x x--. D1.4' ., 0.4' ^� 10' PRIVATE DRAINAGE EASEMENT — — — — — — F- — — — — — � r — — .SI F — — — — 5' S' I�� LOT 4 5'. S' I MI � 9.5 e� zs.s �I O I CONCRETE I O 1 PATIO p! ROOFED +jll (`�, ,O IO /!�I PATIO CONCRETE `9.�' rl (! I I a,v°> �I * 2 STORY FRAME 17 �I DWELLING #1479 I I 12" EAVES wi I I1. 1 ( FIN FL EL (9.80) v° o I GARAGE FIN FL EL (9.27)b u! I ( o �Q �}. ~Q I- oZ r� l oa f- '/^� 14.0' 9• ®� ( ZOF Z O F { ROOFED'.'_ Z ^ J W Z L .�_,ENiRY...'.+. K W ...1 MQw Id' I I '� <W z?vi 0 n I a wrc< ww< I I a. • craw OCT 2 8 2002 BY: CITY OF ATLANTIC BEACH APPLICATION FOR FENCE PERMIT Owners r'Yld ,. �Z ' l � Phone Address �� u Lot Block and/or Unit# Subdivision �✓`�� Contractor if Different From Owners �� vqJ c� Valuation of Fence $ Corner or Interior Lot Type of Const V l Attach Su, 'height offence as well as location ofstreet(s). Owners Si9 natur Contractors Signature NOTICE TO: Water Department FROM: Building Department DATE: _/6 - IT--Q -2 ----------- Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed; Also included below is the ERU number for each location: Permit Number Property Address ERU Number -3 '7 5- `-�-------- -- -�- - - --- -------------------- ------------- --------------------------- -------------------- ------------- --------------------------- ------------------- ------------- --------------------------- -------------------- s' ly, Pat Harris Building Department CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: I I Address: 1479 LAUREL WAY Owner: BESTCON ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 I � Construction Type: WOOD FRAME I � I Use Classification: SINGLE FAMILY Permit Number: 24071 I Date: 10/11/2002 I DON C. F RD, B.O. Post in a conspicuotiis space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: i� Address: 1479 LAUREL WAY Owner: BESTCON ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME I Use Classification: SINGLE FAMILY Permit Number: 24071 I 'I Date: 10/11/2002 I DON C. ORD, O. Post in a conspici;ons space j CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: I Address: 1479LAUREL WAY Owner: BESTCON j ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 i Construction Type: WOOD FRAME I I Use Classification: SINGLE FAMILY Permit Number: 24071 ( Date: 10/11/2002 DONZrr— C. F RD, .B.O. iPost ui a conspicuous space CITY OF ATLANTIC BEACH ^— CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: i I! I I Address: 1479 LAUREL WAY Owner: BESTCON ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 I Construction Type: WOOD FRAME j Use Classification: SINGLE FAMILY Permit Number: 24071 I Date: 10/11/2002 j -- DON C. IORD, U Post in a conspicuous space BUILDING, PLA NNINGAND ZONING INSPECTION DEPARTMEVT CITY OFATLAIVTIC BEACH, FLORIDA CER TIFIC4TE OF OCCUPANCY WORKSHEET Date Requested: /O-'" J j- o Z' w- Building Contractor. j � ►�-� Building Permit Number: Q4o Z 14 -7Address W g Legal Descrictior.• I:Liprovements to the above described property have been completed in accordance with the terms of the pe unit and is certified to be ready for occupancy as Lowest Floor Elevation : S ( � reQuired as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE N TIFIED DATE APPROVED BY Fire Public Works �b�1�-d Z 1 D - !l '`'L 4-�• P. anni ng Building Oct.)) . 20D2 4:08?M BESTCON, Inc. ND•8679 P. 2 FROM '.apRSQN & ASSOCIATES FAX NO. :904 396 2633 Oct. 11 2002 02:4WM P2 MAIC SNOWING BOUNDARY SURVEY OF LOT 4 AS SHOWN ON MAP OF HIDDEN PARADISE Al RECq'IVIED IN PLAT BOOK 54, PAGES 97 THROUGH 975 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA FOS. nvc_ C FENCE: BEARING SMONM ON RKHT-OF-WAY UNS HEREON IS THE SAME AS SHOW UN THE ABOVE NENTION[p ELEVATIONS SH THUS` 9.8 RVM TO NATIONAL GEODETIC TUM- � � co SECTION "H" — ATLANTIC BEACH PLAT BOOK 13, PAGE 34 0 L O C K 2 5 2 L 0 T 1 L. 0 T 3 L O ) 4 S01*11'1 "E 55.00 0.4' Y�—�••y�ws tnc:�"� (•�i0•PRIVATE DRAINAGE EASEMENT K T . FC F,TVED 1 5 s (r LOT 4 1 5• 5. 1 �` 002 4, Q a.b• � �� .. I �j 1 F5Ari0 10 I LBBJ: IN I rtoaFEO .: �y 1 N IO I CO"�'� 7 `a-4- '2 <-'2 STORY FRAME I I I DWELLING X11479 1 1 V1 I I 12' SAV= �a F04 FL EL (9.80) I GARAGE FIN FL EL (9-27)b I -0 I ¢ ~ vZ I V 1 ' � I � �T F•• p W �Ln a is ro >> 10 I I 40 ICY) I i Y Iap 1 K lz I rot w No I « I I U. 722.66' N 01.19'i "w 55.00' LAUREL WAY (50' RIGHT OF WAY) flKAL SURVEY: 10-10-2002 NOTE: FOUND ALL IRONS I HEREBY C" IPY THAT THIS SURVEY. MFORMED UNDER My RiSPONSIBLE W CTION METS TNF 1 FQEND: MINIMUM TECFN•RCAL 9TAN0ARDS FOR LANO SURVnui<N IN ACCORDANCE 1WTFI CHAPTER 61Ca17—B, &IDA A FWNII i�ONdll1E F1dhkIfNT ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027, FLORIDA STATUTES), AND FURTHER CERTIFY THAT • /Y IRON Ing 1704 THERE ARE NO VISIBLE ENCROACH49NTS UPON THE SUBJECT PROPERTY EXCEPT AS Sm... Ba.l I/s al u704 A to 11 ac NOM TNZ LOT SURVEYED HEREON APPSARS TD UE VAININ RAW MARSIIN AND ASSOCIATES. INC. L W 6' m ZINO 'Y' _ AS WAACO FROM THE P40D NRRR7ANC4 RATE 1543 NALDO AVE..4ACKWNMUE•FL.,32207 om ONOM MAPq PJttiiMf,Ntm PANEL uo. rfengp_ 0001 DATI:p s..tT-W:I. G �OINY ca cWf—U.. P,RA"Paw or ftt4am CURYS 0.G F T OF COMPOUND ajow SLIRVEYEb JUNE 1.O , 2002. /44 N�iSr R Oi WAY SCALE: 11�O� O.R.v pFFla�.REOOR08 wuAaR REO vEvm N0, l.DA IE' RiINFORM COICRERE PIPE FIELD BOCK 677 . PAGE__ 43 J - w. I•41LL, JFt- -R 9 c 9 i a e d T i m 90 c t.i l ,_ 3:51 PMIRVEY NOT vAI.ID WITHOUT€MBOSSfo suR vEYOD•S SEAL q7qLocation:: Type of Development: kfc—D— FloodZone: Required Lowest Floor Elevation: cv If budding is located within a flood hazard zone, a survey must be made AFTER TIM SLAB HAS BEEN POURED, certffying that the LOWEST FLOOR.ELEVATION is equal to or above the base flood elevation established for that zone. No final inspecticn will be made and no certificate of occupancy will be issued=td,the survey is on file with the Budding Department, CO.INTS: Applicant Acsnbw t: I under=nd that the issuance of this permit is contingetzt upon the above information being correct and that the plans and supporting data have been or sMl be provided as required. I agree to comply with ail applicable provisions of Ordinance No. 25-7-11 and all other laws.or ordfimncss affecting the proposqi#velop�m�e Date Applicant's Signature 6r�l Depart Use: Required Lowest Floor Elevation As Budt Lowest Floe Elevation / Survey Hed with Btadding Department Building Department City of Atlantic Beach ,ext COMER RECEIPT Muer: DSMITHLMC Draver: 1 Ike' 1910310291 ReceType:ipt no: 468 Dari ption Qty Amount 2002 24943 BP BUILDING PERMITS 1 $50.00 2002 24942 BP BUILDING PERMITS 1 550,00 2*2" 24941 BP BUILDING PERMITS 1 $50.00 Tender detail CK CHECKS 1645 $150.00 Total tendered $150.00 Total payment $150.00 Trans date: 10103102 Time: 11:12:18 i CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 x INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00024941 Date 10/03/02 Property Address . . . . . . 1479 LAUREL WAY Application description . . . IRRIGATION/SPRINKLER. Property Zoning . . . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ H20 MANAGEMENT, INC. 3731 C.R. 220 MIDDLEBURG FL 32068 (904) 282-6413 --------------------- ------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . INSTALL LAWN SPRINKLER Permit Fee . . . . 50 . 00 Plan Check Fee . 00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 50 . 00 50 . 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 APPLICATION FOR PLUMBING PERMIT 30B LQCATION: Z-4",rz i W A.y to 4 Ll 11, OWNER OF PROPERTY: TEL. PLUMBING CONTRACTOR: L�,�O /r�Ita.�•gG c >�-- CONTRACTOR'S ADDRESS:3? 3 f 99-0mIPOIS0110e�6-z `-c- STATE LICENSE NUMBER: --1- _ �S 7 TEL. ZX- q1 3 HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE-PIPE (LIST FIXTURES BEING REPIPED) (/ OTHER J P+e��( � TOTAL FIXTURES: X $3.50+$15.00= MINIMUM PERMIT FEE: $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS-(904) 247-5826. CITY OF roe Date: t re wr U 0'^j ' raj T. Dear Property Owne=: The costs to connect your building to the City sewer and/or water system are as follows: r. Sesser Tap - Labor and Materials to tap into +, sewer main Hater Tap - Labor and materials to tap into water main $ 52 P" Water Meter - Cost of Meter $ Cross Connection Inspection - Inspection by Public Works to ensure backflow prevention $ 35 r 35'• Sewer Impact Fees - Funds future expansion of the sewer plant S Water Impact Fee - Funds future expansion ` of the water plant 5 z Capital Improvement - Funds for improvements , expansion or replacement to 325,« water system + TOTAL CASTS If you have any questions concerning these charges please call the building department: at . 247-5826 . Sincerely, Don C. Ford Building Official DCF/pah ou tgERrrju.ST�u.P9�LyTKejW- DU>4 BACK FL01AJ V�1�iTg'9� CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL. 2475826-FAX 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24605 Address: 1479 LAUREL WAY Permit Type: IRRIGATION/SPRINKLER ATLANTIC BEACH, FL 32233 Class of Work: IRRIGATION/DRAINAGE Township: Range: Book: 54 Proposed Use: SINGLE FAMILY Lot(s):4 Block: Section: Square Feet: Subdivision: HIDDEN PARADISE Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 8/07/2002 Name: BESTCON Total Fees: 885.00 : 2440 SOUTH BEACH PARKWAY Amount Paid: 885.00 'j� KSONVILLE BEACH, FL 32250 Date Paid: 8/07/2002 P 3747 Work Desc: INSTALL 3/4" : # M CONTRACTO e} AP IC` N FEES PROPERTY OWNER Y,„ 885.00 z ' 00, '0 Air' Ar ;.x. v NOTICE- -r SPECTION . TBE REQUESTED AT LEAST 24 HOURS IOR TO IN ECTION BUILDING MATERIAL, tB1,SHAND IfOl[THIS RKMUST_N E PU4CEi 4UBLIC SPACE, AND MUST BE CLEARED UP HAULE Y EITHER CONTRACT INNER "FAILURE TO COMPLY HE N L ULT IN THE PROPERTY OWNER PAYING t S" ISSUED ACCORDING TO APPROVED PLANS I THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 6Mr: Cow Z:600 kww: I lMa: !t r: #11� ATLANTIC BEACH UILDIN EPT. 14 11,011M I 109=0 M.N IM Wo Tina'12=32 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 Number: 24557 Address: 1479 MARSH VIEW COURT Permit Type: ELECTRICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: TEMPORARY POLE Township: Range: Book: 54 Proposed Use: SINGLE FAMILY Lots):4 Block: Section: Square'Feet: Subdivision: HIDDEN PARADISE Est. Value: 174,534.00 Parcel Number: Improv. Cost: _ OWNER INFORMATION Date Issued: 7/30/2002 Name: BESTCON INC. Total Fees: 25.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 25.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 7/30/2002 Phone: (904)246-3747 Work Desc: CS#4 50AMPS 1 PH 3W 240V TEMPORA..: Y POLE CONTRACTORS) LICATION FEES DYNAMIC ELECTRIC COMPANY &aw 25.00 ti w T ru " a. � w _ F' $5'" 8•a ' it"kms �` 'F,, l � + .s' f ,;,,M6;. '° ,`t`�x `� kt FINAL ELECTRI J 3 k ' 2� __—__ _ 3$` v tln � � ...X . R.,1C��M'��' yp hM '. 'f �.y)• ' �_ . NOTICE If TION BUILDING MATERIA ; '� MUST BE CLEARED SPACE, AND — — q - .'++ n�,iA t�l._�.wLrs {° `<i�t{, .•.�y '-i'g4tin`U�ii rk, 8cm FAILURE TO COMP HE: . PROPERTY OWNER P ISSUED ACCORDING TO APl�R \ UBJECT.TO REVOCATION FOR VIOLATION OF APPLICABLE ' . v ATLANTIC BEACH BUILDING DEPT. f D1PltAMiC � , t it �i•$T. MA" .>fAcsooNrnu�i.F'>L, �L� Octooer 1, 2002 2 20p City of Atlantic Beach SUilding and Zoning Mr. n Ford Gty o Atlantic Beach Inspection Department 800 inole Road, Atlantic Beach FL 32233 w i Don -! We ally request that temporary power for the new SESTCON, Inc. home con- struct art address listed below be turned on for a period of thirty (30) days For testi ' purposes. We I be responsible for anything that may occur due to the energizing of the service prior tp the Certificate of Occupancy, and the approval and completion of the job. Yours jtruly, I i Re: P APPROVE - Res' rice: Hendricks CITY OF ATLANTIC BENCH Addr 5: 1479 Laurel Way BUILDING OFFICE Perm! #: 24471 L 4wa •.:a ry I gy 1 i 1 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING :avis SEN'liNOLE ROAD-A'i LAN i iG BEACH,FL 32233- TEL. 247-5826-FAX: 247-587/ PERMIT INFORMATION LOCATION INFORMATION 24071 P-ddress: 4 ,9; LAUREL ,�VAY Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work:. NEW ; Township: Range: Book: 54 Prono ed i!,-,�. Q`Wn! C C*pa11aR. IJuIaicIi: JC4tio : Use, SI fk. . LY s i r Square Feet: ! Subdivision: HIDDEN PARADISE Est. Value: Parcel Number. P.9nDrov. s` ,c+• ??✓3 `"? -- —-- i�`�NL---R INFORMATION Date issued: 5//612002 - Narrte: BESTCON Total Fees: 3,293.31 ! Address: 2440 SOUTH BEACH PARKWAY Amount Paid: v.�. , vv.v r ri�Vt "Y�/Y 1, �L JL Date Paid: 5/1012002 04,246-374 v _ - — _ Work Desc: NEW SINGLE FA BARGE) -- CO!lTl �f' OItSM A rs REFS --- BESTCON, INC. h= -_-_ 1,T028.o 0 550.00 ... S .: N,2v .:J�J . '17- 85.00 , BRAS. # 0 , 6.68 tM ;Q' � � ` 325.00 35.00 $11 011A Y _ .3 rxR. TI i Ste, • � gg ' SS r Y _ w s a ----- -- ty0--I�.ic iN ECT I fi UI STET AT LAST 24 Hd--- PRRTO tNSF' f'CTiON BUILDING MATERIALS 2I FR£31 ! t-#SS tt E7I �C ItIC S`I`i tO t B' EIO.iN P LIC SPACE, AND q p. .�( y yam, .....'` vv CLEARED \6.s>� 'i*�`1AkQ�� VR "FAILURE TO COMPL F R _ _T 1N THE PROPERTY OWNER PAY ISSUED ACCORDING TO APPROVE[) 4.. � RT SIT ARID S?'S,3ECT. TO P17l1nCA I;O',t FOR VIOLATION OF APPLICABLE PROVISIO�?�; ATLANTIC BEACH BUIUD'1% 9__ ............... CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233- Tel: 247-5826 Fax: 247-5877 I PLUMBING PERMIT -PERMIT INFORMATION Permit Number: 24206 --- LOCATION INFORMATION - Permit Type: PLUMBING Address: 1479 LAUREL WAY Class of Work: NEW I ATLANTIC BEACH, FL 32233 Proposed Use: SINGLE:FAMILY Lot(s):Township: Range: Book: 54 Square Feet: 4 Block: Section: Est. Value: ! Subdivision: HIDDEN PARADISE improv. Cost: I Parcel Number: j Date Issued: 6/05/2002 ' OWNER INFORMATION Total'Fees: 7100Name: BESTGON Amount Paid; Address: 2440 SOUTH BEACH PARKWAY 71.00 Date Paid 6/0512002 JACKSONVILLE BEACH, FL 32250 I Work Desc. INSTALL PLUMBING (904 246-3747 __-- CONTRACTOR Sx - BESTCON, INC. CA AT FEES 71.00} A I 7 t r NOTICE- I ECTION >`" M, S BUILDING MATERIAE - SPACE, F �� AND MUST B '' RdUSTIN P= PUBLICI R OWNER- "FAILURE TO COMPLY T r PROPERTY OWNER PAYIN w LT IN THE ISSUED ACCORDING TO APPROVED PLAN T' FOR VIOLATION OF APPLICABLE PROVISIONS OF PERMIT AND$OBJECT TO,REVOCATION I i I I sow: gun 0C no: 62: i a mpt --L. _. .�..__C 11�1N1 2WMLDIMG 1 571.A0� I-A ATN�fi1G BEACH BUILDING T. Q CEM 2267 X11.00 ?"118 dets: 6/06/82 Tine: 11:05:12 CITY OF ATLANTIC BEACH APPLICAr7TION FO PLUMBING PXPMIT Bldg. Permit# G � / z Lel JOB LOCATION: OWNER OF PROPERTY: BUILDING CONTRACTOR: PLUMBING CONTRACTOR Don Harris Plumbing, CQ. AND ADDRESS: P.O. Box 14668 .Tacksonville FL 32210 TELEPHONE NUMBER: (904) 772-0900 ' STATE LICENSE NO: CFC019194 , TYPE OF BUILDING: New Construction TYPE OF WORK: New Plumbing HOW MANY O! THE FOLLOWING FIXTURES INSTALLED / SINKS SHOWERS LAVATORY / WATER HEATERS 2 BATH TUBS / ' DISHWASHERS URINALS / DISPOSALS CLOSETS / WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: s $3.50 + $15.00 = $ U • ------------------------------------------------------ INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION �OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 CITY OF ATLANTIC BEACH j MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX_ 247-5877 PERMIT INFORMATION _ LOCATION INFORMATIQ Permit Number: 24442 - Address: 1479 LAUREL WAY Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION I Township: Range: Book: 54 I . I Proposed Use: SINGLE FAMILY Lot('s):4 Block: Section: i Square Feet: Subdivision: HIDDEN PARADISE f Est. Value: Parcel Number: _ Improv. Cost: _ -- _ OWNER INFORMATIO Date Issued: 7/15/2002 Name: BESTCON (ON . Total Fees: ` 51.00 Address:" 2440 SOUTH BEACH PARKWAY I Amount Paid: 51.00 I JACKSONVILLE BEACH; FL 32250- Date 2250 Date Paid: 7/15/2002 I Phone: 4L246-3747 - Work Desc: INSTALL NEW HVAC —. _� -- - _ APPLICATION � -CQNTRACTORLS� .�. �CHAPPELL HEATING &AIR-CONDITION 6 WN 5 � ,+s E lpxair� N*M�^ k[, 'osi._ t^ S� 'ifa ��° y . O Ak ,_ :e: Ax `"� •� .. c V> N x �•, ^,-Y s�ya`5ri` �T 'Ari '��,,� a " i. .M • .. iY•4!- b � . �'V F ,3.k"+ s� IEEE -.- ` �y ..y„ 9 � :_ .y.�'� ` � -.n -,: +uw,s -�... ,p..-a �t�•� '�-� Qb f, 7? ,� giga.,Fx, ,,'i w �� i� ''�,b, �• xia� .y_ ^iF' ,may. gx 4x�- .� „'. 'mow +�z�aa c"�� "4 � i „ �.(,:ick;-,.i ,v: - � .., ., w -. i.°'t �[.... _ �. ::. e._ c,' . ,`r,�r. �. .'i:. A- n`i,�. „x-.S,es: +T. u.:. r r^`� " '+ .a �'h'xr'c�.;' r�T "`511tr !". NO TED 7 'I' uON ,�--. �". �h''�2. ✓ -3 xp �'d ^f`t�.. ��a�t7,,,�+" .� �.v��"� '��4.u.� b�'!s`.� ��k.�{-�`� �•-" ` �r � .' -� BUILDING IlJ�ATE , . r� r PACEAND > k E MUST:BE CI;EAR . F+ ..FAILURE TO PROPERTY OWN ISSUED ACCORDING To JECT TO REVOCATION FOR VIOLATION.OF APPLICA *�` � 1. _ hr i 14 PDAM-MLOM 1. 151.40 ATLANTIC BEA H BUILD EPT. . 1479"LEI. YAT Q CM 1568Wft 451.10 *ft 71"2 tire: 15:11:06 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT-Applicant to com Tete all items in sections I, II, III, and IV. I. Sir ;G LOCATION OF Intersecting Streets:Bet Xnd BUILDING Sub-division II. INDENTIFICATION-To be com leted b all a licants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Name of Mechanical Contractors Contractor Print aster Q Q Name of Property Ownery Signature of Owner Signature of Or Authorized Agent Architect or Engineer III. GENERAL INFORMATION A. T heating fuel: B. Or Electric IS OTHER CONSTRUCTION BEING DONE ON TIES ❑ Gas: LP _Natural _Central Utility BUILDING OR SITE? V ems ❑ Oil �— ❑ Other-Specify IF YES,GI NU BER OF CONSTRUCTION PERMIT IV. MECHANICAL EQUIPMENT TO BEMATURE OF WORK INSTALLED W Residential or Commercial j New Building I Provide complete list of components on ck of this form) ❑ Existing Building LT Heat _Space _Recessed A, Central �_Floor ❑ Replacement of existing system l� Conditioning: Room --Kntral /�� yr New Installation(No system previously installed) ' H' Duct System: Material T ckness ❑ Extension or add-on to existing system ❑ RefrigerationMaximum capacity 06 -f- CIOther- Specify ❑ Cooling tower: Capacity Qpm ❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY ❑ Elevator: _ Manlift_Escalator (Number) ❑ Gasoline pumps (Number) (Received) ❑ Tanks (Number) Remarks ❑ LPG containers (Number) ❑ Unfired pressure vessel Permit Approved b ❑ Boilers pP y Date ❑ Other—Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving Tons Agency AJ fI'f IV L°+ HEATING—FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving BTU A enc p �J M VW TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency CITY OF 4&aAktw- hewA-4&" Office of Building Official REQUEST FOR INSPECTION Date f d __ Permit No. Time A. Received ell( Job Addre Localit Owner's Name Contra cto BUILDING CONCRETE ELECTRICAL PWMBING MECHANICAL Framing Q Footing i J Rough Wiring ❑ Rough 0 Air Cond.& ❑ Re Roofing Q Slab Q Temp Pole Q Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Fr�da)— PM. A.M. Inspecti e _ RM. I Final inspection pectar ertificateTOccupa Jj� Date "" r? 2- 5,11-- 4e s3 � � CITY OF �/ ffi t f 4LG i�RN/k-7EIO�V f � Office of Building t REQUEST FOR INS / / y P (If Date !p ` �'" Permit N � j Time .M. Received P.M. f 4'l � Job dress oc y Own Nam Contractor BUILD CONCRETE ECTRI L ECHANIC ming C Footing ❑ Rough Wiring ❑ Rough C] Air C. ❑ Re Rooting C Slab D Temp Pole ❑ Top Out 0 Heating Insulation 0 Lintel C+ Final ❑ Sewer ❑ Fire Place C Pre Fab READY FOR INSPECTION A;M Mon. Tues. Wed. Thurs. Friday A.M. inspection Made s P.M. Inspector Final Certs I Date CITY OF f 4&6x �c ,Qui- ' Office of Building Official Y REQUEST FOR INSPECTION Date_ Permit No. Time A.M. Received P.M. _ rg Job Address Locality Owner's Name ontractor BUILDING CONCRETE ELECTRICAL, PLUMBING MECHANICAL Framing 0 Footing C C� Rough n Air Cond.& 0 Re Roofing ❑ Slab Temp Pole Top Out Heating Insulation 0 Lintel 0 Final 0 Sewer 0 Fire Place D Pre Fab READY FOR INSPECTION A.M. Mon, Tues. Wed. Thurs. Friday PM. V &M. Inspection Made !!! P.M. inspector Final Inspection ,. Certificate of Occupancy Cl Date .2 (/x:37 ' CITY OF y ri&.& ILSear.4-;&U'c& Office of Building Official REQUEST FOR INSPECTION 7 Date ! O 2-- Permit No. Time A.M. Received —",PM. Job ess Owners U 9 Name for BUILDIN CONCRETE ELECTRI LUMBING MECHANICAL Framing ❑ Footing ❑ ough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ T Top Out ❑ Heating Insulation ❑ Lintel ❑ F' ❑ Sewer ❑ Fire Place ❑ Pre Fab REA Y FO !N>SPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. h A.M. Inspection Made V P.M. Inspector r--- - Final Inspection ❑ Certificate of Occupancy❑ Date 72--c w //CITY OF ,,.......r � X13 -�fi0►'L�LQ ffice of Building Official O RE UEST FOR INSPECTIO JU t+� Date u Per Time { M• Received M. Ja Address Locality f �tl V Owner z� Name ____Contract BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Roug Air Cond.& ❑ Re Rooting ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Fab READY FOR INSPECTION b AM- Mon. lues. Wed. Thurs. .7 A.M. Inspection Made �" P.M. Inspector Final Inspection❑ Certificate of Occupancy❑ Date 4&^4-Cj(/Cj{ITY OF Office of Building Official . j REQUEST FOR INSPECTION vo Date }'• j t ? Permit No. Time A.M. _ Received PM, + Job Address Owner's Name —__._SIL f r t _Contractor _ BUILDING CONCRETE r ELECTRICAL„..- PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole >(,Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A,M. Mon. Tues. C N1ed, Thurs. FridayP.M. {~ A,M. Inspection Made S __.._PM Inspector F//Final Inspection's Certificate of Occupancy❑ Date 5-4 7S-3 /nCITY OF f��Wf�tC J3�("it-�ffYl�tlt� Office of Building Official REQUEST FOR INSPECTION Date "'"" — Permit No. f �� Time A.M. Received RM. Job re Locality Owner's Name _ t Contractb� BUILDINGNCRETE LECTRICAL PLUMBING MECHANICAL Framing J FO [lough Wiring D Rough 1 Air Gond.& a Re Roofing E Slab D Temp Pole t3 Top Out ❑ Heating Insulation ❑ Lintel E Final Q Sewer 0 Fire Place C Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made P.M. Inspector Final Inspection 0 Certificate of Occupancy❑ Date //►► _ CITY_OF ""Y-7 5-3 TY� fio Fiat-4'k" Office of Building Official REQUEST FOR INSPECTION Date_ Lo (I ?] C) Permit No. _ t 2-1) Time A.M. Received P.M. I -� IqLAu Job Address Locality Owner's Name � Contractor &-rstccy--� BUILDING +CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footin ❑ Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing ❑ Temp Pole ❑ Top Out L Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. lues. Wed. Thurs. Friday P Inspection Made �)" t RM. Inspector L4�1, Final Inspection❑ Certificate of Occupancy❑ Date City of Atlantic Beach *** CUSTOMER RECEIPT *** Oper; CHERYLE Type: OC Drawer; 1 Date; 10/29102 01 Receipt no: 7832 Description 25085 Boty Amount BP 200225085 PERMITS 1 $35.00 Tender detail CK CHECKS 2455 $35.00 Total tendered $35.00 Total payment $35.00 Trans date: 10/29/02 Time: 9:41:22 CITY OF Office of Building Official 2 REQUEST FOR INSPECTION D eEDl Permit No. Ti e A.M. Re e a P.M. i Noffi 'r J Address Lo lity Own � Contractor BUILDIN CONCRETE ELECTRICAL PLUMBING MECHANICAL 2 Footing Q Rough Wiring G Rough C Aar Cond.& C Re Roofing C Slab Ct Temp Pole 0 Top Out 0 Heating Insulation ❑ lintel C Final L Sewer O Fire Place Pre Fab READY R INSPECTION A.M. Thurs. Friday PM: Inspection Made P.M. Inspector Final Inspection❑ Certificate of Occupancy f:i t,szDate CITY OF Office of Building Official REQUEST FOR INSPECTION Date 7- Permit No. _w-Z Time ,�(.�� ''� A.M Received ��" L J P Job Addr ss ocati Ow» � Name COO Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing n Footing C+ Rough Wiring ❑ Rough d Air Cond.& ❑ Re Roofing u Stab F, Temp Pole ❑ Top Out Q Heating I sulati n 11, Lintel D Final 0, Sewer 0 Fire Place C7 Pre Fab READY FOR INSPECTION L_�, A.M. Mon. Tues. Wed. Thurs. Friday PM. A.M. Inspection Made P.M. Inspector Final inspection 0 Certificate of Occupancy❑ Date p1LANr,C' ' s OR10a OF ADDITIONS or CORRECTIONS D• NOT REMOVE MS ADDRESS DATE 144q :7c rZ ,v T i S-J09 HAS NOT BE N COMPLETED The following additions or corrections shall be made before the job will be accepted t 61 4a t t 44 Mn`tS�t� LL� 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 ;,m. Monday through Friday, a�LANIsm T,c o m '�IOR�OP OF ADDITIONS or • " • ! • NOT REMOVE JOB ADDRESS/ DATE/ THIS JOB HAS NOf BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted Fl t ( rl"u�A P� �- tl,9ce" 6Ljee-Qe�> Olyes PA6SI�-U T0A Ab, ce Ly- $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- ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m.to 5:00 BLDGp.m. Monday through Friday,, n T CITY OF of Building Official 1E T FOR INSPECTION Date Permit No. + _ Time r d A.M. Received l P.M. J�o-b'} ess Locality Owner's �-3( t ,•--� Name �°'" t Contractor L BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing 10 Footing 11 Rough Wiring Ci Rough D Air Gond.& ❑ Re Roofing 0 Slab E Temp Pole C7 Top Out ❑ Heating Insulation Lintel ❑ Final 0 Sewer D Fire Place C� Pre Fab READ INSPECTION { Tues. Wed, Thurs. Friday P.M. A.M. Inspection Made P.M. Inspector Final Inspection Ci Certificate of Occupancy O Date p�LANrjc z NOTICE '�tOR10a OF ADDITIONS or • " • DO NOT REMOVE JOB ADDRESS OATS y�7 THIS JOB HAS NOf BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted Lac r� vim r•Ts<�rs � r $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 PLUMBING made,call 247-5826, Building Depart- m for an inspection. Field Inspectors ELEC a office from 8:00 a.m.to 5:00 BLDG 'Y through Friday., a m CITY OF Office of Building Official �y T FOR INSPECT! ` 7 Date `� Permit No. Time f A.M. Received 1 ` < tt----�-----P.M, Jo Locality _ Owner's Nam Name 1 JContractor 9 6ILDING CONCRETE �CTRI PidtMBiNGECHANICAt El Footing C Ct Ai�Cond.& Re Roofing ❑ Slab E, Temp Pole E7 Top Out F Heating Insulation D Lintel L7 Final ❑ Sewer Cl Fire Place El Pre Fab cc j Cr-t tp READY FOR INSPECTION Mon. Tues_. ( Wed. Thurs. Friday qk, (9;1A.M. Inspection Made � "! —_ _�P.M. Inspector Final Inspection❑ Certificate of Occupancy F Date �c p�LANT��, �IORIOa OF ADDITIONS or CORRECTIONS=' D• NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NO BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted PC Ixt c.S iC l lc�,z L �p lca P t Pe Lu L i $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 EHEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday, BLDG 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 Number: 24432 Address: 1479 .LAUREL WAY Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 54 Proposed Use: SINGLE FAMILY Lots):4� Block: Section: Square Feet: Subdivision: HIDDEN PARADISE Est.,Value: Parcel Number: Improv. Cost: OWNERINFORMATION Date Issued: 7/12/2002 'Name: BESTCON. Tofial Fees: 50.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: ' 50.00 JACKSONVILLE BEACH;FL 32250. Date Paid: 7/11/20.02 Phone: .(904)146-3747 Work Desc: NEW 200AMP, SINGLE PH',;3W, 240 VOLT SERVICE' CONTRACT R S :APPLICATION FEES . DYNAMIC ELECTRIC COMPANY 50'.00 EM t rtW 4r't i� A, ,� +� '.�L�.f� i7vR c"��jt•,fi M. -.✓"�.�';��' sky-�..�y� 0 5"3•r i '. �"k i*pW R'Pf S ^5. Y. l.ac.+e Mp W-41 �',�, � "��i,,k�'�,. :5�"u"'"�'�� '��✓ . P7 e '+ f� av `�..as" 4"baa *? 5rwr � , f Bmf � a »M •' d,. '*r�`#r°'�r�{ �i rvFe �� yff2.R5'k a.as.`V44' ^i �F + -P�!"�,4.war ,reh'�iq" _,_!6. l4e..� ` P• ' x, p +«w.Px"�. � r,, '7�•w�.«. r gas t++"",�` ' �. w"`r c a -Jdc, "' i�� .' as,£ s�"z 1� . - s}` r+ i .t* `.+`•++i1a.. '..•�p � ,� 'S,h t� er�'x'"'"h�',�w ,� A �»+�'r+r-,.� �. 7�'K �' ' � C'�` . �a d�5j"�..r,,btt.}+t .y.=��.�'i;'ZY'�-'i MTMe"%�.£..� ulHl,� d'f5'..fi"�SSI��+` � �('-r iSt•'•11�t"�� L"„�'.r. uL" ' a frr r sar b r� a' f +�.� .+ y i' 4 'T•s,t�us.n r t a•7rS z .r �:,>'`',�'7J�-+ "'+ .+- +�' c''�r,7Fa'. .,Ka fir" �dg�qs i�'"g°G ''�s, �-'�r��,,.,�h�•- �y; �wt�� 'Wy�,�� ", .',� a ^'�#�R�"""eW '�� -�'"�a,�°,,,r�„�-r3'.'t�'�S'w '"»�,„r�`•.«-,r ' �``, ay" -t a °u.. i'�'•' �sL' •+.�'"'!S _utas. , s r r # �• �, nx r r ,�, v+:^�yi.a( "�' w ,,►�*.-'��,I f'" T K 4; �".,r �.� ,r, p ''xr..r� ,4 R 46 ma t�`.i�..�:�1��"�� " r ��+�•w'-kt#� a'o,Xw. 's..'w ....-..-. 1 wA t�i 'x� t b �*r � £�' �' 3+i-w.,+,r#"" . Y,y s .r:F-. .w +dye••✓t�4••w" '��""t m.. i y� .mow .k�',y,Y,^, w^3 *s .. ' Zy�h sN�+b �h` � �-!.42,'S Yv` w"4 �: •,�[#i' �.N V a .4,Jv�h` 1# t�,,,"V �' .� � Y �3s,� �-,��,X11 ' �� s. �'+�.�„^ ii� ,,7` P "�' ww ��rt»r .a a Y: � » r..r 3 •� 'a+rs. Y . ,,��a,...'•yr.�r�.w S Y.xrr� �E.+r e�y;•r� ' ��^tl: tai �''J�1�� '�F � 7 -'T.� 3t -"M � �x�.r` an• .a 1'�;�,r �y � N�, �1G" r i+�it5,,wvr+,l�?Y�µ1•�[r ��1�b,1��++w�" 'r5�p�r��a„ 'red aY a k �+ r�. . S k''4'M \N+'si-Ir' M'.G �. Mn��iy34 1R } �'+4'b1� ��.a�g�brly^Sn• a'.1 �." �. 4,..':y.'T}-«L M�� ..� .. ��"� "i� � 'Cw�.,�'�`k:i,�f y'C�`m. _ ,s�+m �'7�'�k�K"'e•" ...r5'Fe�..' "�' } '15�` w •tik:.J"�cYW` *..k'nny.5`� -s K��..'wl`�� . w •z^ �!.,r rt s�&�71�Ww�.i++-f f;-r i�,tx".s. `i,:{i'o {..'4.. _u�'. {.s'.,s ra},.' k w. �q�zrt."''�i'Kdu'±�;�"�+ ,{:t. .> + ,`" r yz.,. na's Fa`.5","" r�..,..,.`w.N+ •ryInIG.yLr,.c;y�'y,Sk'e"f"r: NOTICE , � �i .,,.. I ET x- ' ? TI:ON r 5� x� PACE'AND . BUILDING MATER MUST.BE_CLEA'R � ' : �f r"`a, roTc�4-��G.�i`"a! r �5.� t ti � .��., °''-�•,�,�, .'„y�{,�, � `hri � a a�r` �� J'+ "FAILURE TO CO HE PROPERTY OWNERIM 9 a r �.T }cr�a yer�� q� �w'"e."-`. •a,�.�w. � L�,� � . .. ISSUED ACCORDING TO A - JECT TO REVOCATION FOR VIOLATION OF APPLICA 5 0c ATLANTIC BEACH ]BUILDING DEPT.—, Q , 'r7l�-21( 0-2, CITY OF ATLANTIC LEACH, FLORIDA 1, AP�LICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECITOR. DATE: IMPORTANT NO'110E: N CONSIDERATION OF PERMIT Gl�f-N FOR DOrNO THE WOU..AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCO Cl WITH THE ATTACHED PLA?48 AND SPECIFICATIONS,WHICH ARE A PART HEREOF, AND IN ACCORDANCE WIT14 THE4ECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH OKDINANCES. I ELECTRICAL FIRM: I RASTER ELECTRICIAN SIGNATURE: OWNERS NAME: ? ADDRESS:. /V 79 dCLLtR2�i.Jc fRFD__BOX_ BLDG. SIZE —�—� BETWEEN: RES.( 4/APT.( ) COMM( ) PUBLICO' INDUS.( ,l NEW(klr'OLD( ) REW.( ) ADDITION( ) TRAR-ER( TEMP.( ) SIGNS( ) __SQ. F"T._ SERVICE: NEWj INCREASE RfE.PA CONDUCTOR SIZE AMPS: COk'PI�R( ) ALL t .i" _ _FE S ` SI 'W I TCH OR BREAKER AMPS PH3_W VOLT RACEWAY f E`-X`IS+T SERV. SIZE AMPS PH � W VOLT _ RACEWAY - FEEDERS NO. SIZE NO. SIZE NCI. SIZE ....._ _ .T._ LIGHTING OUTLETS CONCEALED I PEN TOTAL 1 RECEPTACLES +-CONCEALEDOPEN � TOTAL 0.30 i AMPS SWITCHES LNCANDFSCEIV"I° FLOUR.ESCENT &. M.V. FIXED kiloo Ams. ovii - " APPLIANCES BELL TRA;VSI�. AIR _ H.P.,RAT1Nti II.F', RATIN+ I EIi. KW'-HEA'T i { C'ONDfTIONING _ CO .MOTOR OTHER.MOTORS f .AMPS HEAT i__ _ _ _ _ y Ov MOTORS H.P. VOL1 UE- __PHIS _ NO, � IH .P.��I1L:7"AC'rE _ PHS _ MISCELLANEOUS �j - _._,_� �rIND R 600V OVER.600V I`TiANSf OIMr.RS: T NO.NNEOTR '+1SF. :i0 VA MA MOTOR. SITE SWITCH FLASHERS EACHSIGN Up&ted 3/20,2002 -- ---- -------- --- CITY OF ATLANTIC BEACH I DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT - _ LOCATION INF ORNIATIO __--- pERIVJIT fNFORMATI_ Address: 1479 LAUREL WAY Permit Number 24557 PATLANTIC BEACH, FL 32233 Permit Type: ELECTRICAL � Township: Range: Book: 54 Class of Work: TEMPORARY POLE Lots):4 Block: Section: Proposed Use: SINGLE FAMILY Subdivision: HIDDEN PARADISE Square Feet: Parcel Number: Est. Value: OW)VER INFOR11ifATION —.---- Improv. Cost: -- Name: BESTCON Date.Issued: 7/30J2002 Address: 2440 SOUTH BEACH PARKWAY Total Fees: 25.00 JACKSONVILLE.BEACH, FL 32250 Amount Paid: 25.00 - Date Paid: 7/30/2002 Phone (904)246-3747 —_ --- Work Desc: CS#4 50AMPS 1PH 3W 240V TEMPORARY P LE PLICA"fiON FESS- _ CONTRACTORLL---:. re �, T 25.00 DYNAMIC ELECTRIC COMPANY �� 4 3 14 Y 5. Y yb y� �a$ ." .,x• .�,ma''`y_,,' x �S`i, y� "q+`rr' s^a€, "° i � ,� ��'�.ti'•u - f*'1"'`,,.w. I . },�.t o�'*��'�ei,^n^ m F '�?h'`� `w �k;�.ck�Z a�.�"�"�„ - 222�!: `�r-s3'� I'��" L' �i +.alt s � Y�g ! "'.."r"'T. st, `, .•'^ RA PI'M E r1hr s a r �+ - 1, R9 . rx <7>,sk'x 7 x S3 Y. tti." 'e- �i .�4� �.�it.'��•a i �s�..�rt s�sr zl Fr NOTICE' -.I W – L ?r �, w .:�'�� „kms d �t �x- .. p��,�'�ai5 a-'•, � TION_T I PACE, AND BUILDING MATERIAL, n a"." MUST BE CLEAREDIRON ' Now HE FAILURE TO COMP PROPERTY`OWNER P --�- - - �' UBJECT.TO REVOCATION ISSUED ACCORDING TO APPRO FOR VIOLATION OF APPLICABLE P --- - k --- AN_ ::TJ B C-�.- CH UIL G DEPT. Tl . � CA am %"*&: 7rAM ?in: 8:33*4, Cl DEPARTMENT OF BUILDING �Ze� 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233 TEL: 2 -FAX:.247-5877 --f, PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24071Address: 1479 MARSH VIEW CO T Permit Type: BUILDING ATLANTIC BEACH, FLgWbA 32233 Class of Work: NEW Township:. Range: Book: 54 Proposed Use: SINGLE FAMILY ot(s):4 Section: Square.Feet: Su HIDDEN.PARADISE Est. Value: 174,534.00 : Parcel Number: Improv.,Cost: 174,534.00 OWNER INFORMATION . Date Issued: 5/10/2002 Name: BESTCON INC. . Total Fees: .3,293.31 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 3,293.3.1 JACKSONVILLE BEACH, FL 32250 Date Paid: 5/10/2002 Phone: 904 246-3747 Work Desc: NEW SINGLE FAMILY HOME 1406 RADON, 2655 SURCHARGE CONTRACTORS APPLICATION FEES BESTCON, INC. PERMIT 1,028.00 WATER PACT FEE. 550:00 L :.. CT FEE 1,25000 85.00 M 6.68 '` . t _ -0:35 -. / 325.00. 36:00 - 11.95 } =_ •` a #a A 1.33 { ' - �� 'll•� % r � �'�F,ar �•t4�"'-riiG a ��. �k� � .�:h„T� 1" t y��M':..,�S�j�� tea! p,L.a .a�t Gs cn• t ., tr• ,� �s;'�� g?�� ': 1,m.wt e,•yv. J .."� •. c"".. .,r�N t''�y'e�"q,i '�y �T '�'a �%. sywNy`VA Si 't. -.,s, i,r •,rr. `` ? y t`i. �i1sw+�+b-�:_ -�s•�• .�,yxT7.�x„'-� ek'•� '_ „iwa.�,y�p.s_ Zs�-'s�max& ti r -.t •N ' { ar �••c. . z kv ti Y+a, �.�wy '%S•' ., , �..y.,h Y�4�,,i`,`a, . '� i-• "'r m,'�•i��` t rc:.._� �),y. �^�ya?*-�-..�a_ �..x.�? ,`�,..;..� b. '+F.r.7m •�`,� S•V: �.,N 10 X40 NOTIC� BION a �"x."`!"�sy-T 1'�L'm,s'^ �•w-�.� +s.'�y Hw` ^.` 'cy. •+ r..�r:_ i+ . p _ BUILDING MATER r '° la8. 1LOR �T ITS P SPACE,AND ,. MUST BE CLEAREANt r. � E.t'-' .wy�c r ate'a3' ,e +s n �`e+. y �.• t,.s' "FAILURE TO CO `' � � iA#I .HE- PROPERTY.OWNE ! S _• IIIF t i i� ISSUED ACCORDING TOi c T t� . .S T II JECT TO REVOCATION w., FOR VIOLATION OF APPLI 'R LAS- . °ti's..-, '� r.. • . Oiler: -CHERYLE ' :Type OC Drawer:. 1 Date: 5/13/.82 01 Receipt no: 57167 14 PERMITS-BUILDING 1 S1028.N •. �1 001Q10�3221000. .ATLANTIC BEACH BUILDINGT 1479 MARSH VIES? PT - CK. CHECKS 1753. ..:. $3293.31 4fjs2: . f /v- Tina; 17:P. :56 1f City of Atlantic Beach 800 Seminole Road• Atlantic IkAch,Rorida.32233-SA45 Phone: (904)247-5800° RAX (904)247-5805• http://www/ci-2tlantne-b!e2ch.fl.ats BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY(DUPLEX) CONSTRUCTION (INCLUDrNG NEW CONSTRUCTION, REMODEL, ADDITfONS AND ALTERATIONS, MO'V'ING OK DEMOLITION) (TION) DATE JOB ADDRESS_C4 ../4) N- 47 ' APPLICANT 4 ADDRESS PHONE: I,>FCM,IDECSCRIPT101N.- BLOCK NUMBER LOT NX)I UAB ZONING DISTRICT CONTRACTOR STATE Y�.y�g7CE1V:;ir+ NIMBER ADDRESS s ygtlA19 "'L r) •�nl .9 jG. .,i, /t {HONE CITY "f.• .� STATE y.�+ I g'�g71� 7�p� LA H r�h�� , f..l��l� +' �' '.;+f 1j .711 F4 i11C� —�, � QJll1C +...,)�. 1C 1'A,4 i h DESCRIBE PROPOSED USE AND WORK TO BE DONE PRESENT USE OF 1,,A,NI[D OR M A.II,IIDIING(S) ; P VALTIA' TON OF PROPOSED CONSTRUCTION Is this an addition? If yes,what are the dirmusiow of the added space: T ` '-% feet by 4 �feet Will the added arca be heated and cooled?_, � Now electrical or incrcaa;c in service? New plumbing#ixtures? j Now fireplace? New heating/air conditioning? 3 Is approval or Homeowner's Association or other private entity required?_. ?_;' Xf yes,please submit with this application, PROCEDURE: (In order to expedite issuance of peTmits, pace follow all steps and grew®iale all information as appropriate.) :**113' 1. Verily 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 Fxnperty Appmiscr's Real Fxtate Number available. STEP 2. Contact the City of Atlantic Bleach .Department of Public Works to determine if a pre-construction or post-construction topographical survey is required. (If not required, written verification must be provided with this application.) The Deparmient of Public Works is located at: 1200 Sandpiper Ianc,!Atlantic Beach, FI, 32233 Telephone:(904)247-5834 .VO2 Received Time W ,30. 12 . 18PM p, STEP 3. Picase submit Euc:gy Cude Ful"as, Nwiuv oC Con:una*ncr nent, Owner/Contractor .Affidavit if owner is contractor, and four(4) complete sets of construction plans to the Building Deparrmenr, which is located at the Atlantic Beach City Hall, 800 Seminole Road,.Atlantic Beach,FL 32233 Telephone.(904)247-5326 In addition to construction and engineering detail, plans must contain the following inibrmation as appropriate for the type of work boing perfurracd. Scalc of drawings should be suiiicient to depict all required it ormatiotn in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and thr, lege I dr.scriptinn 2. Location of all structures, temporary and permanent, including setbacks, building height, number of storics 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 prc-const ructioa topographical survey. 5. Any significant environmental features, inaludine-any juriNdictinnal we.th-do, CC"C:L, nariiral water bcdics. 6. Impervious Surface area calculations. (SwinuWng pools may be excluded from total Impervious Surfnce.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY TI-AT AIPA1/`+0IIRJV1.EATI0N PROVIDED WITH THIS APPLICATION IS CORRECT. r a 5,,, ✓ `� rte;'„�✓ .r �J.rt r _S'„ " SIGNATURE OF OWNER 'DATE—: � 111FREB Y C&RTIFY THAT I dAYX KEAJD AIN D EXAMUVI V 'j-HAS AITLiC ATION AND KNOW THE SAME TO RE TRUE AND CORRECT. ALI, PROVISIONS OF THE LAWS AND ORDINANCES THIS TYPE OF WORK WILL BE COMPLIED WITIL WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE.AtU'IT]YORITY TO VIOLATE OR'CANCEL'P.JJ E PROVISIONS OF ANY FE DERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF C ONS-TRUC:TRON OR TRY PEIRFOIILMRANCIE OF CONSTRUCTION OF T14E PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINCIENT UPON THE ABOVF:INFORMATION BEING TRUE AND CORRECT ANIS THAT TIII: PLAINS AND SYJI'P01,dTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REOUIREID. ,d SIGNA4TURZ OF CONTRACTOR s ( ! IDL+ITZ y k ADDRESS AND COi°tTACF' B14F DRMA'TIION OF rERSON TO RECEIVE ALL CORRESPONDENCE R3It:GA RADOG 'R UIS APPLICATION (PLEASE MINT) NAME— e �s MAMING ADDRESS � "� ; �. � ^ e �- �� 1 ^ted PHONE a FAX `�r " E-lYIA L ��;!' SWORN AND SUBSCRIBED BEFORE 1E TMS DAY OF J STAT F OF FLORIDA,COITN'k"�Ok.DVVAL, `t��tilllorry� NOTARY'S SYOIr .p�EV Ir �� Ar .r s IZ M1 ♦ .N '' AS'TCD OM " ( "Ir :4;- fl°P, onally known vim; ❑ Produced identification O;y ®D092T$p � Type of identification produced s e. 'L -N, �tD �'xn t41s �� +�.'A�d dsd By'• � X10 •Jac Undet';u�� .A •mss•oa• � AS TO CON TE®`% [ 'Personally known l o i l t iteot° [] Produced identification Type of identification produced dS/o2 Received Time Apr -30 . 12, 18PM WATER i PACT FEE wK .SHEET ADDRESS: DRAINAGE FIXTURE UNIT FIXTURE TYPEVALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 f � Bathroom group.consisting.of water closet, lavatory, 2— I 2— bidet, and bathtub or shower 6 Bathtub (with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 C Z-- Drinking fountain c r- o1A 4 r-.rz- 1/2 Floor drains 2 Kitchen sink, domestic 2 Kitchen sink, ddmestic with food waste grinder and/or dishwasher 2 rrc Laundry tray (1 or 2 compartments) 2 I s�- Lavatory 1 -3 Shower compartment, domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink (circular or multiple) each set of faucets 2 Water closet, flushometer tank, public or private 4 Water closet,'private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS = MULTIPLIED x 24 TOTAL$ �� ROM :CLARSON & ASSOCIATES FAX NO. :904 396 2633 Mar. 21 2002 10:46AM P1 MAP SHOWING PLOT PLAN OF LOT 4 AS SHOWN ON MAP OF HIDDEN PARADISE AS RECORDED IN PLAT BOOK 54, PAGES 97 THROUGH 978 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: BESTCON, INC. BEARING REFERENCE. BEARING SHOWN ON RIGHT-OF-WAY UNE HEREON IS THE SAME AS SHOWN ON I t AuvvE MENTIgNEC PLAT. City of Ailanfic-Nach This swovel vwwas coma wo appNoft zoning, subdivision and other local land developmerrt reguiationa, but does not constitute approval for the issuance of permits. Compliance with Florida Building Code and all other applicable j local, State and Federal pairnitting requirements MM must be verified by signature of the City of Atlantic Beach BuildingA rior to the Issuance of 6 Building PermitATLANTIC BEACH Approved� lifi TI H 18, F'A(�k 3�4 Date: _ ve op grit a torC K 2 $ 2 L O T 1 L O T 3 L O T 4 S011 V 1 "E 55.00 }{ P"HOLLY �.( ® 0 eFE RIVATE DRAINAGE s"LIVE OAK 5"s/c �iMENT Y 9*WATE(k OAK-}11 di - - - - - � o r - - - - - -- • - - �= - - - - - lU 7"HIIC�KORY !M1�.10'-LAUREL. OAK { } + jZ 20' BRI. !lO ,.. I;0v; ... I + tO +�: O, +� I r— h O,2' r, I 1 z. r J INED W I I i 1 w li 1W .. me 0v O W 6 ! drj 0 16 EL 1 1 ( a �I ��/t�' iCG1F- W Ir ,to q'g. 14.0' Z i-, 4 w , V.1'.S Z j \ I ENTRY O 1 '�I 4 7 I J �+ V3 O zaw 1ry 0 m la°`i; rt (�►� caw O Waa I• IW 3 Iz 1 LZo �R ..a. tor' ! 1 I I 15"HICKORY Wi O j i oral W. I ! I No SIOEWALK N l -1/1 l CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 1'/'7 7 Date _S�- /0 -0 �- Heated Square Footage (6 @ $ Z per sq ft = Garage/Shed @ $ per sq ft = $ L Carport/Porch @ $ per sq ft = S Deck @ $ per sq ft = $ Patio @ $ per sq ft = S TOTAL VALUATION: S Tota V luation lst $ im01000 Remaining Value $2. per thousand of portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee ( ) Fireplaces @ $15 . 00 BUILDING PERMIT FEE WATER IMPACT FEE $ SEWER IMPACT FEE WATER METER/TAP S CAPITAL IMPROVEMENT $ V3_2 ,1- SEWER 32 .1SEWER TAP — ( 40G) RADON (HRS) . 0 0 5 0 $ 2_S— SECTION H PAVING ( ) $ HYDRAULIC SHARES $_ r Q CROSS CONNECTION $ ( �} SURCHARGE . 0050 $V 9 .3 OTHER S GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES : Mechanical ,; Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : j CI111Y OF ATLANTIC BEACH, FLORIDA APPLICATION FOR ELECTRICAL PERMIT j TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 20 O-0— IMPORTANT IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT Gl�m FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORI[ANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE E ECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTER ELECTRICCI�AN SIGNATURE: OWNERS NAME:�Q ! ADDRESS: RFD BOX— BLDG. BLDG.SIZE 1 BETWEEN: RES.(VY APT.( ) COMMI ) PUBLIC( ) INDUS.( ) NEW(+ OLD( ) REW.( } ADDITION( ) TRAILER.( )II, 'rEMP,(,/'l---'SIGNS( ) �SQ. FT. SERVICE: NEW INCREASE( REPAIR( _ CONDUCTOR SIZE I, AMPS COPPER _ ALUMS " FEES SWITCH OR BREAKERS AMPS / PH .3 W VOLT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE t-- NO, SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES ICONCEALED I OPEN TOTAL 0.30AP4PS 31.100 AMPS SWITCHES INCANDESCENT FLOURESCENT& M.V. FIXED 0-loo s. I OVER i _ APPLIANCES BELL TRANSF. AIR H.P. TING H.P.RATING CEIL. KW-HEAT CONDITIONING COMP. MOTOR OTHER MOTORS AMPS I HEAT 0-1 OVER MOTORS H.P. VOLT GE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS (env � oss.., eQ UNDE 600V OVER 600V TRANSFORMERS: NO. KVA NO. lKVA _ NO.NEON TRANSF. NO ATMA MOTOR SIZE SWITCH I FLASHERS EACH SIGN Updated 5120/2002 4 .—� RECEIVEDMay 29,2002 Att:Pat Harris and Don Ford MAY City of Atlantic Beach C1Iy Of AtidntiC Beach Building Department :lau[^ a17 zi: i(�y� Pat and Don, Please correct on Permit#24071 the street address reads 1479 Marsh View Court and should read 1479 Laurel Way. I am sorry for the inconvenience in this matter. I will have the inspection card brought into your office and the permit so that the necessary changes can be made. Thank you for your attention in this matter. Sincerely, Karen Beck lAEBSURVILLE'S IN-EILL BUILDER! 1 DEN"TZAL '_'RE0_KLIST FOR 0 NE & TWO FAMILY DWELL NGS NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY AND DETAIL - (FBC 104 .2 . 11 PLANS EXAMINER: O IZ-19 DATE: 44 - '- <-I "4 OWNER: / � PERMIT NUMBER: CONTRACTOR: r3r S PHONE NUMBER: y� 3 ( CIRCLE ) I. Survey: J 1. Is a specific purpose survey submitted? Yes✓JNO N/A 2. Is correct Flood Zone shown? Yee+/No N/A 3. Are existing grade elevations shown for structures located in an "A" or "V" zone? Yes! No N/A✓ 4. On lots in multiple flood zones, are flood zone lines indicated? Yes No N/Ai/ 5. Is property in a flood way? Yes No N/A`/ 6. Is flood way line shown? Yea No N/A%/ II. Site Plan: (FBC 104.2.4) 1. Is site Plan submitted? Yee 2��.c N/A 2. Is North arrow shown? Yes o N/A . 3. Is lot width and length shown? Yes into N/A 4 . Is structure shown on site plan with all setback dimensions? Yest/pto N/A S. Does structure layout match the floor plan? Yes No N/A 6. Are drainage/storm water run-off requirements noted? Yes/No N/A 7. Are all easements shown? Yeav,'No N/A 9. • Is proposed driveway shown? yes/No Y/A 9. Is landscape and irrigation layout shown? Yesu NO N/A 10. Is septic tank and drain field location shown? Yes No N/A ✓ 11. Is L.P. gas tank 4 size shown? Yea No N/Av/ III. Structure Code Compliance: 1. Are plans sealed by architect or engineer? Xes�o N/A A. Are structural calculations submitted? Yea o N/A 2. Is correct wind speed shown? (FBC Figure 1606) Yeao N/A 3 . Is exposure category shown? [FDC 1606.1.91 Yes�o N/A 4 . Is Importance Factor shown per FSC Table 1606? YesVNo N/A 5 . Are pressures for wind loading on components and cladding shown per FBC 1606.2.57 Yes Vfo N/A 6. Does structure meet requirements of FSC Table 500 for number of stories and allowable area? Yee 114o N/A 7. Does structure meet Fire Resistance Ratings of FBC Table 600 for structural elements? Yea V"No N/A B. Are plans designed per SSTD 10-99? Yes No N/A-" A. Are all appropriate charts and tables shown? Yes No N/A✓ B. Are all appropriate requirements circled or highlighted? Yes No N/A 1 RESIDENTIAL CHECKLIST (Continuedy 111. Structure Code Compliance. (Continued) 9. Are plans designed per "Guide to Concrete Masonry Residential Construction An ach wind Areas"? Yes No N/A A. Are all appropriate charts and tables shown? Yes No N/A f/ B. Are all appropriate requirements circled or highlighted? Yes No N/A t/ 10. Are plans designed per "WPPC Guide to Wood Construction in High Wind Areas"? Yes N/A A. Are all appropriate charts and tables shown? Yea ✓�'o N/A 8. Are all appropriate requirements circled or highlighted? Yea ,/No N/A 11. Are plans designed per "AF 6 PA wood Frame Construction Manual for One- and Two-Family Dwellings, High Wind Edition"7 Yes/No N/A A. Are all appropriate charts and tables shown? Yes✓No N/A B. Are all appropriate requirements circled or highlighted? Yes.,,/No N/A IV. Energy Code Information: 1. in the current energy code form completed properly and signed; correct climate zone and correct jurisdiction? [FBC 13-6003 YesV.,No N/A 2. Does conditioned square feet area on plans match square feet shown on energy forms? Yee No N/A 3. Is the "R" value between common walls shown? [F8C 13-602.1.ABC.1.1] Yes o N/A 4. Is the "R" value for added insulation on exterior walls shown? Yes o N/A S. Is the "R" value for ceilings shown? [FBC 13-604.1.ABC.11 Yeso N/A 6 . is the "R" value for raised floors shown? [FBC 13-6051 Yes VNo N/A 7 . Are Energy Credits Claimed? Yee V160A A. Attic Radiant Barrier Credit [FBC 13-607.1.A.41 Yes No lil'/A B. white Roof Credit [FBC 13-6o7.1.A.5) Yes NO N/A- C. Programmable Thermostat Credit [FBC 13-6o0.2.A.3.5) YesF/So N/A V. Foundation Plan: I. Are all footings shown, including interior bearing walls, column pads and concentrated load&? Yes ONO N/A 2. Are all locations of vertical reinforcement and anchor bolts shown? Yes✓o N/A 3. Are all elevation changes in slab shown? Yes No N/A 4. Is minimum concrete PSI shown? Yes V, No N/A S. Is slab reinforcement shown? Yes pto N/A A. wire mesh size 'and gauge? Yes � N/A S. Fibermesh reinforcement? Yea VNo N/A 6. Is vapor barrier, minimum 6 mil. shown? [FBC 1909.21 Yes ,eft N/Ave"� 7. Is minimum slab on grade thickness shown? [FBC 1909.1) Yes/�10 N/A 6. Is type of soil treatment for termites shown? [FBC 18161 Yes ✓moo N/A 9. Is perimeter slab reinforcement shown? [SSTD 10-991 Yes✓No N/A Do plans show bottom of foundation minimum of 12" below finish grade? [FBC 1804.1.31 Yes/No N/A 11. Do plans show concrete footings have a specified compressive strength of not less than 2500 PSI at 28 days? jFBC 1804.5.1) Yes JNo N/A 12. If pile foundation shown, is Sealed Soils Report submitted? [FBC 1805.11 Yes✓1�o N/A 13. Does plan indicate "No wood Grade Stakes Permitted"? Yes No N/A 2 RE1D 5NTIAL CHECKLIST (Continued) Vi. Typical Wall Section: 1. Ie finished grade shown? Yes%to N/A 2. Is minimum floor elevation shown? Yes No N/A A. Minimum 8" above adjacent grade? Yes.,/No NIA B. Minimum1.8_Ab9vs crown of road or drainage plan submitted? YesV44o N/A C. Flood protection elevation? Yesr/No N/A D. Base flood elevation? Yes VINO N/A 3 , Is minimum footing depth beneath finished grade shown? [FBC 1804.1.31 Yesr/yo N/A 4 . Are all footing sizes shown? Ye*V o N/A 5, Are all horizontal reinforcements shown? Yes N/A A. Number and size Of reinforcement? Yest/No N/A B. Minimum lap? Yeso"/ Ik' 6. Is vertical reinforcement shown? Yea No N/A 7. Are minimum 3" X 4" clean-out and inspection openings shown? Yes No N/A� 8, Masonry construction. A. Is exterior wall finish shown? Yes No N/A,,/ B. Is interior furring shown? Yes No N/;0� C. Is exterior wall insulation shown? Yes No N/A,,,- D. /A,iD. Is interior wall finish shown? Yes No N/A 9. Wood Frame Construction A. Is stud size, spacing, grade and lumber species shown? Yea o N/A B. Is exterior sheathing (type and thickness) shown? YesNo N/A C. Are nailing requirements (size and spacing) shown? [FBC 'fable 2306.11 Yes ,No N/A D. Is exterior wall finish shown? Yes V No N/A E. Is interior wall finish shown? Yes*/No N/A F. Is wall insulation shown? Yes VINO N/A G. Is minimum clearance between wood siding and finished grade shown? [FBC 2304.2.51 Yesy"i N/A H. Are shear wall segments shown? Yexe o N/A A. Type of hold-downs shown? Yes V t;o N/A 10. Are ceiling heights shown? [FBC 1203.21 Yes /No, N/A 11. Are all hurricane anchorage and hold-downs specified and labeled? Yes ✓No N/A 12. Is ceiling type shown, drywall thickness? ye:Io N/A 13. Are insulation baffles shown? Yes o N/A 14. Roof Framing A. Are engineered trusses shown? Yes No l /A B. Are conventional frame rafters used? Yes No N/A 1. Rafter size shown? Yes No N/A 2. Species of lumber shown? Yes No N/A 3. Grade of lumber shown? Yes No N/A C. Type of roof sheeting shown? Yes;/' o N/A 1. Thickness of roof sheeting shown? Yes /No N/A 2. Grade of roof sheeting shown? YeOV4;o N/A 3. Nailing pattern of roof sheeting shown? l [FBC Table 2306.11 Yes ✓No N/A D. Weight of Dry-In felt shown? Yea Vito N/A E. Type of roof cover shown? Yes VNo N/A 1. Attachment asphalt/fiberglass shingles shown? (FBC 1507,3.7) Yesv/No N/A 2. Attachment of tile roof shown? [FSC 1507.4.51 Yes No N/A✓. 3. other roof covering and attachments shown? Yes No N/A F. Length of roof overhea . shown? Yesf o N/A G. Type of soffit an ascia shown? Yes kNo N/A H. Attic ventilation shown? Yea ;/Iio N/A 1. Location, type and thickness of flashing shown? [FBC 1503.2.1 and FBC 1507. 3.91 Yes No N/A J. Type and gaua of eave metal shown? Yea�No N/A 15. Is anchorage of veneer shown? [FBC 14031 Yes N No N/Aci 3 RESIDENTIAL CHECKLIST (Continued) VII. Floor Plan. 1. Does square footage on plan match square footage shown on Application? Yes No N/A If "No", measure all areas under roof from exterior wall to exterior wall and'adjuet square footage accordingly. Add/Subtract To/From living or habitable area. Add/Subtract To/From non-living or non-habitable area. ✓ 2. Are all room dimensions shown? Yes o N/A 3. Are all door and window sizes shown? Yes ' N,,o N/A 4 . Are all emergency egress openings shown? Yes No N/A 5. Is required tempered glass shown at all hazardous locations? [FRC 2405.21 Yes o N/A,/'6. Are all vertical reinforcements shown? Yes No N/A, 7. Are all shear wall segments shown? YesVNo N/A 8. Are all hold-downs and hurricane anchorages shown? Yesti 'No /A 9. Is required attic access shown? Yee NoVN/A' 10. Are all plumbing fixtures shown? Ye:VNo N/A A. Is water heater size shown? Yea o Vt/A 11. Are all electrical fixtures shown? Yes . o N/A A. Is arc fault circuit interrupter shown for bedrooms? [NEC 210-121 Yes ,iGo✓N/A 12. Are all mechanical fixtures shown? Yes o N A A. Is air handler and condensor location shown? Yes�o N/A B. Are exhaust fans shown? Yes ll�.o_ N/A 13. Are all smoke detectors shown? [FBC 905.21 Yes Oo N/A 14. Does one (1) bathroom on the first habitable floor level have a 29" net clear door opening and handicap accessible route? [FBC 11-21) Ye No /A 15. Does bedroom open directly into garage? Yes No VINI/A 16. Does the number of bedrooms shown on plana match the number of bedrooms shown on the Application? Yes �to N/A 17. Is Designer's name and address shown on plana? Yes o N/A 18. Do egress doors and landings comply with FBC 1012.1.3 // and F8C 1012.1.5? Yes V/ o N/A 19. Are habitable rooms shown with the minimum light and ventilation requirements of FBC 1203.1? Yea, VINo N/A 20. Are garage door&, windows and other openings shown as meeting wind load requirements for components and cladding per FBC 16067 Yea 40 VA 21. Does floor plan show fireplace? Yea No V1q1A A. Does masonry fireplace have a detailed cross-sectional detail? Yes No N/A B. Does pre-fabricated fireplace have copy of the f manufacturer's specifications? Yes No N/A C. Is hearth size and detail shown? Yes No N/AV D. Is mantel size, location and detail shown? Yea No N/A 22. Are stair details shown? Yeas100,/X/A N/A A. Is minimum stair width shown? [FBC Table 10041 Yes - N/A B. Are tread and riser sizes shown? [FBC 1007.3) Yea C. Do spiral stairways comply with FBC 1007.8.27 Yea NoN/A D. Are required landings shown? [FBC 1007,41 Yes No N/A✓ E. Are handrail height, spacing and graspability details shown? [FBC 1007.5) Yes No//A/ F. Is required headroom clearance shown? [FBC 1007.73 Yes NO N/A^ G. Are guardrail height, spacing and details shown? [FBC 1026.5) Yes No„//A 23. If floor plan shows mixed construction, are mixed �/ construction details shown? [May require engineering.] Yes No N/A 24. If required, are tenant separations shown? Yes No N/A A. Duplex [FBC Table 704.11 B. Townhouse [FBC 704.43 4 RRESIDENTIAL CHECKLIST (Continued) VIZ. Floor Plan. (Continued) 25. Are all columns and beams shown for porches and lanais? Yes?, O N/A A. Are column type, size and anchorage shown? Yea o N/A B. Are beam type, size, span and anchorage shown? Yes No N/A 26. Are all liriteTa'n-`5details shown? Yes No N/A✓/ 27. Are engineering details provided for butt glass? Yes No N/A, VIII. Truax/Rafter Plan. 1. Are engineered truss plans provided showing loads, uplifts and required connections? Ye8VNo N/A 2. Are all headers, beams, girders and interior bearing walls shown? Yes ✓No N/A 3. Framed Roof. A. Is rafter plan shown, including size, spacing, species, grade of lumber, span and connections? Yes No N/A✓ B. Is ceiling joist plan shown, including size, spacing, species, grade of lumber, span and connections? Yes No N/A✓ C. Are collar ties shown, including size, spacing, species, grade of lumber and connections? Yes 'No N/A D. is ridge beam shown, including size, species and grade of lumber? Yes No N/Avl� 4. Is roof sheeting indicated, showing type, thickness and nailing pattern? Yes✓o N/A IX. Floor Framing, 1. Is engineered floor truss plan provided, showing loads, uplifts and connections? YeafNo N/A 2. Is joist plan provided, showing size, spacing, span, species, grade of lumbar and connections? Yes V'No N/A 3. Is floor sheeting indicated, showing type, thickness ' and nailing pattern? Yes VNo N/A X. Elevations. 1. Does plan show four (4) elevations? Yes / o N 2. Are attic ventilation requirements shown? Yes�o N/A 3. Are roof pitch and overhang shown? Yes o /A 4. Is chimney height and location shown? Yes�oV /V S. Is cricket shown? (FBC 1507.3.9.43 Yes ,N6N/A 6. Are all lanai/porch details shown? Yes%fNo 'JA 7. Does plan show solid blocking required for ridge vents? Yes N N/A 8. Are condensate lines and roof downspouts shown to discharge minimum 1 foot away from structure for protection against / decay and termites? (FBC 1503.4.41 Yea No>/ /A 9. Are gutter, downspouts and splash blocks shown? Yes No N/A 5 RESIDENTIAL CHECKLIST (Continued) XI, structural Details. 1. Is basic wind speed shown? [FBC Fig. 16061 YesV�T0 N/A 2. Are gable end bracing details shown? Yes No N/A Yes,/'NO3. Are roof sheeting nailing zones shown? Yes,/'NO N/A 4, Are protection of—opening details shown? [FBC 1606. 1.41 Yes o N/A S. Is importance factor shown? [FBC Table 1606) Yes o WA 6. Is structure designed to withstand interior pressures? Yes �Io "/A 7. Is exposure category shown? [FBC 1606 .1.8) Yes No N/A e. Are wind pressures for components and cladding shown? FBC Table 1606.28 Yes No V M A FBC Table 1606.2CYes No 9. Are exterior windows and glass doors shown as approved by independent testing laboratory and do they bear a label / by AAMA or WDMA or other approved label? [FSC 1707.4.21 Yes No✓ N/A 10. Are window and door installation and buck details shown? Yes N0 /-I/A il. Are mullion installation details and design criteria shown? Yes No4 /A 12. Are garage door positive and negative wind pressures shown as meeting requirements of 1.5 X pressure? IFBC 1707.4.31 Yes No/A 13. Are garage door manufacturer's installation details provided? Yes No N/A 6 NOTICE OF COMMENCEMENT Building Permit No. Tax Folio No. Book 10441 Mage: 1023 STATE OF FLORIDA COUNTY OF DUVAL 9 5 � (Do not write in this blank area .Reserved for recording purposes only). THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of Property(Legal description of the property and street address, tf available). Lot 4,HIDDEN PARADISE,according to the plat thereof, as recorded in Plat Book 54,pages 97,97A and 978,of the current Public Records of Duval County,Florida. l 2. General Description of Improvements: ppocie 1002103279 Construction of a single family residence. Book: 10441 Filed d Recorded 1023 3. Owner Information: 04/12/2002 12:36:57 PM a. Name and address: JIM FULLER Bestcon,lnc. CLERK CIRCUIT COURT 2440 South Beach Parkway DWAL U f 1.40 Jacksonville,Fiortda 32250 TROT COPY FEE f 1.00 CERTIFY $ 1.00 b. Interest in property: RECORDING $ 5.00 Fee simple. C. Name and address of fee simple titleholder(if other than owner): J 4. Contractor. (name and address) BestconjOa 2440 South Beach Parkway Jacksonville,Florida 32250 n 5. Surety: (/ a. Name and address: b. Amount of bond$ 6. Lender Information: a. Name and address: SunTrust Bank 200 West Forsyth Street Jacksonville,FL 32202 b. Designated Contact:Darlene Riggs T Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes: (Name and address) Lynn Verndlya SunTrust Bank, 200 West Forsyth Street Jacksonville,FL 32202 8. In addition to himself, Owner designate Darlene Riggs of SunTrust Bank to receive a copy of the Lienor's Notice as provided in Section 713.13(a)(b).Florida Statutes. 9. Expiration date of Notice of Commencement (the expiration date is One (1) Year from the date of recording unless a different date is specified). Other expiration date: October 8,2003 BESINC. B W.Nichols,Its President STATE OF FLORIDA FORM 60OA-2001 �+ FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A F-- - - -- - -- - -- - Project Name.- Lt 4 Hidden- Bu Paradise Builder: Bestcon, Inc. i Address: Lt 4 Hidden Paradise Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI Permit Number: Owner: Jurisdiction Number: 261100 Climate Zone: North 1. New construction or existing New - 12. Cooling systems I 2. Single family or multi-family Single family _ a. Central Unit Cap:48.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 10.00 _ 4. Number of Bedrooms 4 _ b. N/A _ 5. Is this a worst case? Yes 6. Conditioned floor area(ft2) 2166 ft2 c. N/A _ 7. Glass area&type - a. Clear-single pane 0.0112 - 13. Heating systems 1 b. Clear-double pane 296.0 ft2 = a. Electric Heat Pump Cap:48.0 kBtu/hr - c. Tint/other SHGC-single pane 0.0 112 HSPF:7.15 - d.Tint/other SHGC-double pane 0.0 ft2 I b. N/A _ j8. Floor types - a. Raised Wood,Adjacent R=19.0,393.0W _ c. N/A j b. Slab-On-Grade Edge Insulation R=0.0, 141.0(p)ft c. N/A i 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0, 1430.0 ft2 _ EF:0.91 _ b. Frame,Wood,Adjacent R=11.0, 182.0 ft2 _ b. N/A _ c. N/A d.N/A _ c. Conservation credits e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1869.0 ft2 _ 15. HVAC credits _ b. Under Attic R=19.0,765.0 112 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, i a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0, 175.0 ft - MZ-C-Multizone cooling, b. Sup:Con. Ret:Unc. AH:Interior Sup.R=6.0,75.0 ft MZ-H-Multizone heating) Total as-built points: 32998 ASS Glass/Floor Area: 0.14 Total base points: 33016 I hereby certify that the plans and specifications covered Review of the plans and by this calculation are in compliance with the Florida specifications covered by this oIZUME ST�T� Energy Code. 1 calculation indicates compliance PREPARED BY with the Florida Energy Code. _ Before construction is completed c1a . q - 0DATE: �; , , this building will be inspected for , I hereby certify that this buildineer s designed, in compliance with Section 553.908 compliance wi a Florid y Florida Statutes. ob w1r OWNER GEN BUILDING OFFICIAL: - DATE: DATE: Ste_ t 0 --- EnergyGaugeO(Version: FLR1PB v3.21) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lt 4 Hidden Paradise,Atlantic Beach, Fl, PERMIT#: SASE 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 2166.0 20.04 7813.2 Double,Clear N 7.7 7.0 17.0 19.22 0.70 227.5 Double, Clear W 1.3 12.0 28.0 36.99 0.99 1030.4 Double, Clear W 1.3 15.0 36.0 36.99 1.00 1326.1 Double, Clear S 9.0 7.0 8.0 34.50 0.49 134.5 Double,Clear W 1.3 12.0 16.0 36.99 0.99 588.8 Double, Clear S 1.3 8.0 36.0 34.50 0.95 1177.5 Double, Clear E 1.3 23.0 36.0 40.22 1.00 1443.7 Double,Clear N 1.3 5.5 18.0 19.22 0.94 326.9 Double,Clear N 1.3 9.0 30.0 19.22 0.98 567.3 Double,Clear W 1.3 6.0 30.0 36.99 0.94 1039.9 Double,Clear E 1.3 13.0 15.0 40.22 0.99 600.1 Double, Clear E 1.3 15.0 26.0 40.22 1.00 1041.0 As-Built Total: 296.0 9503.7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 182.0 0.70 127.4 Frame,Wood, Exterior 11.0 1430.0 1.70 2431.0 Exterior 1430.0 1.70 2431.0 Frame,Wood,Adjacent 11.0 182.0 0.70 127.4 Base Total: 1612.0 2558.4 As-Built Total: 1612.0 2558.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.1 2.40 43.4 Exterior Wood 20.2 6.10 123.2 Exterior 20.2 6.10 123.2 Adjacent Wood 18.1 2.40 43.4 Base Total: 38.3 166.6 As-Built Total: 38.3 166.6 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1799.0 1.73 3112.3 Under Attic 30.0 1869.0 1.73 X 1.00 3233.4 Under Attic 19.0 765.0 2.34 X 1.00 1790.1 Base Total: 1799.0 3112.3 As-Built Total: 2634.0 5023.5 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 141.0(p) -37.0 -5217.0 Raised Wood,Adjacent 19.0 393.0 0.40 157.2 Raised 393.0 -3.99 -1568.1 Slab-On-Grade Edge Insulation 0.0 141.0(p -41.20 -5809.2 Base Total: -6785.1 1 As-Built Total: 534.0 -5652.0 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLRIPB v3.21 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lt 4 Hidden Paradise,Atlantic Beach, Fl, PERMIT#: SASE AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2166.0 10.21 22114.9 2166.0 10.21 22114.9 Summer Base Points: 28980.2 Summer As-Built Points: 33715.0 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 33715.0 1.000 (1.090 x 1.147 x 0.91) 0.341 1.000 12785.3 28980.2 0.4266 12363.0 1 33715.0 1.00 1.111 0.341 1.000 12785.3 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1PB v3.21 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lt 4 Hidden Paradise, Atlantic Beach, Fl, 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 = Point .18 2166.0 12.74 4967.1 Double,Clear N 7.7 7.0 17.0 14.30 1.02 247.9 Double,Clear W 1.3 12.0 28.0 10.77 1.00 301.9 Double,Clear W 1.3 15.0 36.0 10.77 1.00 388.1 Double,Clear S 9.0 7.0 8.0 4.03 3.11 100.4 Double,Clear W 1.3 12.0 16.0 10.77 1.00 172.5 Double,Clear S 1.3 8.0 36.0 4.03 1.02 148.1 Double, Clear E 1.3 23.0 36.0 9.09 1.00 328.4 Double,Clear N 1.3 5.5 18.0 14.30 1.00 258.0 Double,Clear N 1.3 9.0 30.0 14.30 1.00 429.1 Double,Clear W 1.3 6.0 30.0 10.77 1.02 328.4 Double, Clear E 1.3 13.0 15.0 9.09 1.01 137.2 Double,Clear E 1.3 15.0 26.0 9.09 1.01 237.6 As-Built Total: 296.0 3077.7 WALL TYPES Area X BWPM = Points Type - R-Value Area X WPM = Points Adjacent 182.0 3.60 655.2 Frame,Wood, Exterior 11.0 1430.0 3.70 5291.0 Exterior 1430.0 3.70 5291.0 Frame,Wood,Adjacent 11.0 182.0 3.60 655.2 Base Total: 1612.0 5946.2 As-Built Total: 1612.0 5946.2 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.1 11.50 208.0 Exterior Wood 20.2 12.30 248.3 Exterior 20.2 12.30 248.3 Adjacent Wood 18.1 11.50 208.0 Base Total: 38.3 456.4 As-Built Total: 38.3 456.4 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1799.0 2.05 3687.9 Under Attic 30.0 1869.0 2.05 X 1.00 3831.4 Under Attic 19.0 765.0 2.70 X 1.00 2065.5 Base Total: 1799.0 3687.9 As-Built Total: 2634.0 5897.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 141.0(p) 8.9 1254.9 Raised Wood,Adjacent 19.0 393.0 2.20 864.6 Raised 393.0 0.96 377.3 Slab-On-Grade Edge Insulation 0.0 141.0(p 18.80 2650.8 Base Total: 1632.2 1 As-Built Total: 534.0 3515.4 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®lResFREE'2001 FLR1 PB v3.21 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lt 4 Hidden Paradise,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2166.0 -0.59 -1277.9 2166.0 -0.59 -1277.9 Winter Base Points: 15411.8 Winter As-Built Points: 17614.7 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 17614.7 1.000 (1.069 x 1.169 x 0.93) 0.477 1.000 9590.7 15411.8 0.6274 9669.4 17614.7 1.00 1.142 0.477 1.000 9590.7 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®lResFREE'2001 FLR1 PB v3.21 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lt 4 Hidden Paradise,Atlantic Beach, FI, 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 4 2746.00 10984.0 50.0 0.91 4 1.00 2655.47 1.00 10621.9 As-Built Total: 10621.9 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 12363 9669 10984 33016 r 12785 9691 10622 32998 PASS yyORZHE STq?�O� .f 17 WE��h,. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®1ResFREE'2001 FLR1 P8 v3.21 FORM 60OA-2001 Code Compflance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lt 4 Hidden Paradise,Atlantic Beach, FI, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS__— , SECTION REQUIREMENTS FOR EACH PRACTICE _ i CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq ft.window area, .5 cfm/sic_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 tomplate. _ _ — Floors 606.1.ABC.1.2.2 Penetrations/openings>118"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 perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed; or Type IC or non-IC rated, installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses y 606.1.ABC.1._2.5 Air barrier on perimeter of floor cavity between floors Additional Infiltration reqts 606.1.ABC.I.3 Exhaust fans vented to outdoors,dampers; combustion space heaters comply with NFPA, — _ 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 b"rovided._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%0.- , Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings, mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min. insulation. — _ HVAC Controls 1607.1 Stearate readily accessible manual or automatic thermostat for each system— Insulation 604.1,602.1 Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1PB v3.21 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CAR ESTIAMATED ENERGY PERFORMANCE SCORE* = 82.2 The higher the score,the more efficient the home. Lt 4 Hidden Paradise, Atlantic Beach, Fl, 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:48.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 10.00 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area('ft2) 2166 ft2 c. N/A 7. Glass area&type _ a. Clear-single pane 0.0 112 _ 13. Heating systems b. Clear-double pane 296.0 ft2 _ a. Electric Heat Pump Cap:48.0 kBttL/hr , c. Tint/other SHGC-single pane 0.0 ft2 _ HSPF:7.15 d. Tint/other SHGC-double pane 0.0 ft2 b. N/A 8. Floor types _ - a. Raised Wood,Adjacent R=19.0,393.0ft2 _ c. N/A _ b. Slab-On-Grade Edge Insulation R=0.0, 141.0(p)ft _ _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons a. Frame,Wood,Exterior R=11.0, 1430.0 ft2 _ EF:0.91 _ b. Frame,Wood,Adjacent R=11.0, 182.0 ft2 _ b. N/A c. N/A d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1869.0 ft2 _ 15. HVAC credits b. Under Attic R=19.0,765.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0, 175.0 ft - RB-Attic radiant barrier, b. Sup:Con. Ret:Unc. AH:Interior Sup.R=6.0,75.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) DV'tSE sr4T� in this home before final inspection. Otherwise,a new EPL Display Card will be completed > _: `off based on installed Code pliant features. Builder Signature: i62 2��` `�'`l�'" Date: � A �„ // /^ I p Address of New Home: /SY `��1C ity/FL Zip: QG� �i a pD WE *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar'7'1designation), your home may qualify for energy efficiency mortgage("EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge iveb site at ti ww.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge®(Version: FLR I PB v3.21) DATE: 4/18/02 MANUAL "J" SUMMARY REPORT -------------- Prepared For: Prepared By: Bestcon, Inc. R. B. Ellis Energy Design Systems Job Name: Lt 4 Hidden Paradise DESIGN CONDITIONS For Atlantic Beach OUTDOOR INDOOR SUMMER WINTER SUMMER WINTER Dry Bulb 95 32 72 72 Wet Bulb 78 62 Daily Range 19 Daily Swing 3 Latitude 30 Elevation 29 Safety Factor (o) 5 Latent Factor (o) 29 *********************************************************************** Sensible Room Heating Heating Cooling Cooling Name BTUH CFM BTUH CFM WHOLE HOUSE - - 40277 1343 '" 35313 1471 HEATING COOLING DELTA T 40 DELTA T 23 NOTE: **Calculated air flow is based upon load requirements Verify that air flow calculated is compatible with selected equipment requirements. *** PREPARED BY ENERGY DESIGN SYSTEMS 904-287-5339 DATE: 4/18/02 MANUAL "J" DETAILED REPORT FOR WHOLE HOUSE Prepared For: Prepared By: Bestcon, Inc. R.B. Ellis Energy Design Systems Job Name: Lt 4 Hidden Paradise EXPOSURE GLASS NORTH SOUTH EAST WEST NE/NW SE/SW HORZ TOTAL ------------------------------------------------------------------------ AREA 65 44 77 110 296 COOLING 1625 1760 5698 8140 17223 HEATING 2080 1408 2464 3520 9472 --------------•---------------------------------------------------------- WALLS TOTAL ------------------------------------------------------------------------ AREA 1612 1612 COOLING 4030 4030 HEATING 6448 6448 --------------------------------------------------------------- --------- DOORS TOTAL ------------------------------------------------------- ----------------- AREA 38 38 COOLING 504 504 HEATING 790 790 ------------------------------------------------------------------------ FLOOR AREA COOLING HEATING ------------------------------------------------------------------------ SLAB 141 5132 RAISED WOOD 393 354 865 ------------------------------------------------------------------------ CEILING AREA COOLING HEATING ------------------------------------------------------------------------ UNDER ATTIC 1869 2897 2804 SGL ASSEMBLY KNEE WALL 765 1760 2066 ------------------------------------------------------------------------ MISCELLANEOUS COOLING LOADS --------------------------- People Sensible Load 1500 Latent Load 4328 Lights & Appl. Load 1200 Latent Safety Btuh 216 Ventilation Load Duct Heat Gain 2934 Infiltration Load 2570 Sensible Safety Btuh 1602 TOTAL SENSIBLE LOAD 36573 TOTAL LATENT LOAD 4544 Summer ACH 0.4 Temp. Swing Mult. 1.00 *** Total Cooling Load 45229 BTUH Or 3 . 77 Tons *** MISCELLANEOUS HEATING LOADS --------------------------- Infiltration Load 9470 Ventilation Load Duct Heat Loss 1379 Safety Btuh 1852 Winter ACH 0.7 *** Total Heating Load 40277 BTUH Or 3 . 36 Tons*** OWNER:Hendricks Lot 4 Hidden Paradise SPECIFICATIONS BUILDER: BESTCON, Inc. DATE: 5/7/2002 CONSTRUCTION JOB ADDRESS: Lot 4 Hidden Paradise 1473 Marsh View Court Atlantic Beach, FI. 32233 All Items may not apply.(Mark those either"In Allowance,""Owner Choice,"Not Applicable-"N/A"or None. 1. FOUNDATION: FOOTING-Concrete Mix or PSI: 2500 PSI Slump: 3" Width: 20" Depth: 10" Reinforcing:#5 Number: 2 Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FROST FOOTING-Concrete Mix or PSI: N/A Slump: N/A Width: N/A Depth: N/A Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FOUNDATION WALL-Material: Conc. Block If Concrete Block-Size: 8"x16" Concrete Mix or PSI: N/A Slump: N/A Width: N/A Beam Pocket Size: N/A Reinforcing:#4 Number: 1 Spacing:48"oc N/A PIERS-Concrete Mix or PSI: N/A Slump: N/A Diameter NIA Depth: N/A __TSpacing: N/A N/A Reinforcing: N/A Nwmber, N/A Spacing: N/A PILINGS-Material: N/A Size: N/A Spacing: N/A Depth: N/A N/A FIREPLACE PAD-Concrete Mix or PSI: N/A Slump: N/A Width: N/A Length: N/A Depth: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A FOUNDATION WINDOWS: N/A Size: N/A FOUNDATION DOORS: N/A Size: N/A CRAWL SPACE-Ground Cover: N/A Vents: N/A Access: N/A Drain: N/A DRAIN TILE-Material/Size: N/A Material over Tile: N/A FOUNDATION WATERPROOFING: N/A Vapor Barrier: N/A Foundation Insulation: N/A R-Value: N/A Found. Bolt/Size: N/A Spacing: N/A Termite Protection: N/A GIRDERS-Material: N/A Size: N/A Span: N/A COLUMNS-Material: N/A Size: N/A Spacing: N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 1 OWNER:Hendricks Lot 4 Hidden Paradise 2. FLAT CONCRETE: BASEMENT FLOOR-Concrete Mix or PSI: No Basement Slump: N/A Thickness: N/A Reinforcing: N/A Fill: N/A Vapor Barrier: N/A Finish &Curing Compound/Sealer: N/A HOUSE FLOOR-Concrete Mix or PSI: 2500 Slump: 3" Thickness: 4" Reinforcing: Fibermesh Fill: Sand Vapor Barrier:6 mil poly Finish: Steel smooth (no curing compound) STOOPS OR PORCHES-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: Varies Finish: Broom finish SIDEWALKS-Concrete Mix or PSI: 2500 Slump: 3 Reinforcing: None Fill: Sand Thickness: 4" Size: T wide Finish: Broom PATIOS-Concrete Mix or PSI: 2500 1 Slump: 3" Reinforcing: None Fill: Sand Thickness: 4" Size: 8'x 10' Finish: Broom DRIVEWAY-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: None Fill: Sand Thickness: 4" Size: 16'wide Finish&Curing Compound/Sealer: Broom IF REINFORCING REBAR-List Spacing: If foundation >24" 1-#5 FOUNDATION BOLTS-Spacing: Per req. Location:At perimeter Engineering EXPANSION JOINTS-Type: None Location: N/A CONTROL JOINTS-Type: Scored Location:Walks and Driveways 3. FRAMING: Framing Labor: Framing includes the installation of mud sill plates; rim joists;floor joists;sub flooring; plates; exterior and interior walls; ceiling joists; headers; rafters; roof sheathing; sub fascia and fascia; bridging;joist hangers; rough framing materials for stair jacks, treads and risers; collar ties; other attic bracing materials; roof overhang and sofitt; rake boards; steel and/or wood girders; columns and posts; sill sealer under the sill plates;sheathing and siding the exterior walls;siding corners; interior and exterior decorative beams and posts; exterior moldings; windows; exterior doors (excepting the garage door); ventilation materials; furring blocks on concrete walls; bracing; stiffbacks; backing blocks; nailing blocks; framing for future recessed fixtures; kitchen and bathroom cabinet drops; deck posts; deck girders; deck floor joists and flooring; deck handrail and seating; deck stairjacks, treads and risers. BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 2 OWNER:Hendricks Lot 4 Hidden Paradise Framing Materials: Sill Insulation: Foam Termite Shield: N/A Bridging Material: N/A Joist Hangers: N/A SubFloor Material: N/A Size: N/A Glue: N/A Undedayment Material: N/A Size: N/A Glue: N/A Wall Sheathing Material: 7/16"O.S.B Size:4'x8' Corner Brace Material: N/A Wall Siding Material: CERTAINTEED Front, Sides&Rear Mainstreet Size: Varies Roof Sheathing Material:O.S.B. Size: 7/16"x 4 x 8 Flitch Plate Material/Size: N/A Bolts: N/A Nails-Framing Members: Common or Galvanized(weather related) Siding: Galvanized Windows:8d galvanized Exterior Trim: 8d galvanized Exterior Doors: 12d galvanized finish _F Use Grade& Size Spacing Greatest Span Each Species Size Sill Plate #2 SYP Pressure Treated 2x4 N/A N/A Box Sill/Rim Joist N/A N/A N/A N/A 1st Floor-Floor Joists N/A N/A N/A N/A 2nd Floor-Floor Joists N/A _WA..___. N/A N/A Ceiling Joists N/A N/A N/A N/A Rafters/Roof Trusses #2 SYP 2z4/2x6 24" 35' Exterior Studs #2 or Better Spruce/Fir 2x4/2x6 16" N/A Interior Studs #2 or Better Spruce/Fir/Steel 2x4/2x6 24" N/A Top& Bottom Plates #2 or Better Spruce/Fir 2x4/2x6 N/A N/A Headers,Windows&Doors #2 or Better SYP 2x10/12 N/A 6' Headers, Garage Door #2 or Better SYP 2x12 N/A 16' Beams N/A N/A N/A N/A Roof Bracing/Collar Ties #3 Utility Fir 2x4/6 N/A N/A BESTCON,INC. 2440 South Beach Parkway -Jacksonville Beach - FL - 32250 CRC-=365 904 246-3747 - Fax 904 246-7126 Page 3 OWNER:Hendricks Lot 4 Hidden Paradise Exterior Trim Material/Grade or Species Thickness Size Fascia Board Vinyl Soffit Vinyl Siding Corners Vinyl standard corner post Garage Door Trim Vinyl wrapped 2x8 PT Window Trim 3-1/2"vinyl decorative trim Door Trim 3-1/2"vinyl decorative trim Rake Board Vinyl Exterior Beams Vinyl Exterior Posts Vinyl Flashing Material:#26 galvanized steel Windows:Aluminum Doors: None Off Ridge Vents: Galvanized steel Soffit Vents:Vinyl Gable Vents: None 4.WINDOWS: Manufacturer/Style: KINCO MARK 50 Material:Aluminum Insulated Glass: 5/8" Screens: Fiberglass Storms: N/A Grilles: Muntins on all windows and sliding glass doors Shutters: N/A 5. ROOFING: Shingles Material: Certainteed Fiberglass Grade: 25 year Fungus Resistant Weight/Thickness/Size: Spacing: Nails: 1-1/4"galvanized Felt: 15# Size/Weight: 36"x 15# Nails: 1-1/4"galvanized Roof Edging: 6" pre-painted galvanized steel Step Shingle Flashing: 5"x 5" galvanized Chimney Flashing: N/A Chimney Counter Flashing: N/A Valley Flashing: 26#x 18"galvanized Roof Fans/Vents: 6' steel off-ridge BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 4 OWNER:Hendricks Lot 4 Hidden Paradise 6. STAIRS: LOCATION JACKS TREADS RISERS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1 st Floor N/A 2nd Floor N/A Attic Stairs 22"x 54"x 8'9" LOCATION HANDRAIL BALUSTERS POSTS Material Size Material Size Material Size Basement N/A N/A N/A N/A NIA N/A 1 st Floor N/A N/A N/A N/A N/A N/A 2nd Floor N/A N/A N/A N/A N/A N/A 7. EXTERIOR DOORS: (Including Storm Doors) Door Brand/Model/Material Size Thickness Hardware Front Generic 6-Panel Metal 3'-0" 1-3/4 Stanley Rear/Garage Generic 6-Panel Metal 2'8" 1-3/4" Stanley Sliding/Patio KINCO M50 6'-0" 5/8" insulated Garage Mid America Model Regal 40 PFS 16'x7' 2-1/2" Mid America Other: BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 5 OWNER:Hendricks Lot 4 Hidden Paradise 8. INSULATION: Location Material Thickness R-Value Vapor Total Sq. Barrier Footage Walls Fiberglass 3-1'2" 11 Tyvek -1450 Ceiling Fiberglass Batt/Blow 9-1/4"/13" 30 Kraft -1500 Rim Joist N/A Floor N/A Other: 9. INTERIOR MILLWORK: Item Manufacturer Wor Material Style Size Doors Generic Hardboard 6-Panel Varies Casing Generic Finger jointed white pine WMP-256 2-1/4" Base Generic Finger jointed white pine WMP-623 3-1/4" Shelving Ventilated steel Standard 12" Window Stool Generic Finger jointed white pine Flat Varies Spindles N/A Beams N/A Door Knobs KWIKSET-Antique Brass Dorian Varies Door Stops Generic-Antique Brass Spring or Hinge Varies Chair Rail N/A Crown Mold N/A Beauty Mold N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 6 OWNER:Hendricks Lot 4 Hidden Paradise 10. INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALL/PLASTER Room Material Thickness Method of. No,of Coats Installation Walls Ceilings ALL WALLS Sheetrock Y2 Nailed, Screwed and 3 Glued ALL CEILINGS Sheetrock w/Popcorn or 1�2 Ceiling Nailed 3 Knockdown Texture Finish-Walls: Smooth Finish-Ceilings: Popcorn or Knockdown Texture Other: 1 /2"water resistant sheetrock as second layers in wet area. TABLE 2 PANELING Room Manufacturer Thickness—. Direct to Stud Full Wall or Material/Style or Over " High N/A TABLE 3 SPECIAL MOLDINGS Room Type Material Size Other: BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 7 OWNER:Hendricks Lot 4 Hidden Paradise 11. CABINETS, VANITIES, COUNTERTOPS, BOOKCASES: LOCATION MANUFACTURER STYLE TOP BACKSPLASH HARDWARE WOR MATERIAL Kitchen Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Master Bath Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Guest Bath Bath#1 Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Bath#2 Other: 12. MASONRY: MORTAR MIX: N/A FACE BRICK/STONE, Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE BRICKISTONE, Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE FIREBOX: N/A Size: N/A Ash Dump: N/A Cleanout: N/A Flue Tile&Size: N/A Fireplace Lining Material: N/A Hearth Size: N/A Mantel: Glass Doors: N/A Combustion Air: N/A STUCCO MIX: Masonry Finish: Textured Thickness: 5/8" No. of Coats: 3 Mortar Color/Painted: Per Color Sheet Metal Lath:w/felt Other: Stucco at foundation only BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL •32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 8 OWNER:Hendricks Lot 4 Hidden Paradise 13. HEATING: Gas Furnaces shall have an AFUE of 80% or above. Heat pumps shall have an SEER of 10.00 or above and heating season performance factor of 6.8 or above. Air conditioning units shall have an SEER of 10.00 or above. Type of Heat: Electric Heating Brand Name, Model, Size: Heating Brand Name, Model, Size: Heat Pump/Air Conditioner Brand Name, Model, Size: 3 ton JANITROL 10 SEER CPKE36-1 A36-10 Evaporator Coil, Brand Name, Model, Size: N/A Thermostat, Make, Type: SECO Supply Ductwork Material: Fiberglass R-6 There will be NO dampers (except in grilles)installed in the supply ductwork to control air flow. Insulated supply: Flex-duct R-6 Return Air Ductwork Material: Fiberglass R-6 Insulated returns: Flex-duct R-6 Area Number of Supply's Number of Return Air Other Basement N/A N/A First Floor 11 1 Second Floor N/A = fWA Registers Brand Name, Style, & Number: CODY One-way throw-11 Grilles Brand Name, Style, &Number: CODY Flue Material: NIA Size: N/A Humidifier Brand Name, & Model: N/A Electronic Air Cleaner Brand Name, &Model: N/A Baseboard Heat Brand Name, Model & Numbers: N/A Stove Vent: N/A Dryer Vent:4"metal Bath Vents: 3"diameter aluminum Flue Cap: N/A Other: Bath vents in Hall Bath ONLY BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 9 OWNER:Hendricks Lot 4 Hidden Paradise 14. PLUMBING: Waste Disposal-Public: City of Atlantic Beach Private: N/A Disposal Field: N/A Water Supply-Public: City of Atlantic Beach -7 Private: N/A Pressure Reducing Valve-Make& Model: N/A Gas Supply-Public: N/A j Private: N/A Waste Disposal Material Joint Treatment Pipe Size House to Main or Plant SDR 35 PVC Glue 4" Under Basement Floor N/A Above Basement Floor to Toilets N/A Above Basement Floor to Sinks N/A Above Basement Floor to N/A Sump Pump N/A Venting SDR 35 PVC Glue Varies Flashing of Vents Steel and vinyl N/A Varies Water Supply Material Joint Treatment Pipe Size Main to House SCHD 40 Plastic Glue Y4 House to Water Heater CPVC SCD40 Glue 3/" House to Bathrooms CPVC SCD40 Glue 3/"TO 1/2" House to Kitchen Sink CPVC SCD40 Glue %"TO%2" House to Refrigerator CPVC SCD40 Glue 3/"TO 1/2" House to Dishwasher CPVC SCD40 Glue 3/"TO 1/2" House to Ice Maker N/A Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 . Fax 904 246-7126 Page 10 OWNER:Hendricks Lot 4 Hidden Paradise Gas Supply Material Joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A Bathroom-Fixtures Description-Brand Name, Model Number, etc. Master Bath Guest Bath Bath#1 Bath#2 Water Closet STERLING STERLING Elongated Round Toilet Seat Church Church Shower LASCO 3460 Tub STERLING 2660 Acrylic Feature Tub Faucet& Control Lever DELTA D- DELTA D- 2710LHP/H62/A6 1448LHP/H71/ 2WH A72WH Shower Faucet&Control DELTA D- 1324LHP/H71/A7 2WH Lavatory Faucet&Control DELTA D- DELTA D- 2521 LHP/H22/A2 2521 LHP/H22/ 2WH A22WH Lavatory BRIGGS China BRIGGS China Feature Tub OCOV-60 Location,Type&Number of Exterior Water Faucets: 1 @ front corner, 1 @ rear middle Location, Type&Number of Water Stops/Shutoffs: @ all lavatories, sinks, &toilet. Main shutoff @ hose bib on front of house Location, Soft Water: NIA Other: BESTCON,iNC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 11 OWNER:Hendricks Lot 4 Hidden Paradise Fixture Description-Brand Name, Model Number, etc. Size/Other Kitchen Sink Sterling 3322 33"x 22" Kit. Sink Faucet/Control DELTA 172WF Chrome Disposal MAYTAG L20 1/3 horsepower Wet Bar Sink Bar Sink Faucet/Control Washer Hook-up STARITE PVC Laundry Tub Laundry Faucet/Control Water Heater RHEEM 81V52DT 52 gallon electric Sump Pump Water Softener Other: 15. ELECTRICAL: -*- - Service as per specifications from Power Company-Overhead: N/A Underground: 150 amp Panel Box Manufacturer& Size: 150 amp Square D No. of 14/2 Circuits: 5 No. of 12/2 Circuits: 5 No. of Power Circuits: 10 What wire is Copper: Everything except service conductors What wire is Aluminum: Service entrance conductor Conduit Material: PVC Brand Name-Switches: Levington Receptacles: Levington Cover Plates: Levington Maximum Number of Outlets per Circuit 14/2 with ground: 9 12/2 with ground: 5 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 12 OWNER:Hendricks Lot 4 Hidden Paradise 220 High Voltage Wiring Detail: Item Wire Size Breaker Size Individual Circuit Quantity Stove #8 copper 50 amp Yes Oven #8 copper 50 amp Yes Dryer # 10 copper 30 amp Yes Water Heater # 10 copper 30 amp Yes Furnace Air Cond./Heat Pump #8 copper 40 amp Yes Baseboard Heat Recept./Outlet-Other 14/2 15 amp No Temporary Service Low Voltage Wiring Detail: Item Wire Size Transformer Other Door Chimes 22/2 copper 10 VA TV RG59 coaxial 2 outlets Telephone 22/4 twisted pair 2 outlets Thermostat 22/8 thermostat copper BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 13 OWNER:Hendricks Lot 4 Hidden Paradise 110 Voltage Wiring Detail: Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Kitchen/Nook 20 amp #12 CU 3 1 10 Dining/Family 15 amp #14 CU 5 2 6 Foyer 15 amp #14 CU 3 1 0 Hall 15 amp #14 CU 1 1 4 Master Bath 15 amp #14 CU 1 1 1 Guest Bath 15 amp #14 CU 0 0 0 Bath#1 15 amp #14 CU 1 1 1 Bath#2 Master Bedroom 15 amp #14 CU 2 1 6 Bedroom #1 15 amp #14 CU 1 1 3 Bedroom#2 15 amp #14 CU 1 1 5 Bedroom#3 Closet#1 15 amp #14 CU 1 1 0 Closet#2 Closet#3 Closet#4 Clothes Washer 20 amp #12 CU 3 1 3 Garage 15 amp #14 CU 1 2 3 BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 14 OWNER:Hendricks Lot 4 Hidden Paradise 110 Voltage Wiring Detail (continued): Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Garage Door Opener 15 amp 14/2 Cl 1 1 Garage 15 amp #14 CU 1 1 1 Storage Room Unfinished Basement Attic Bath Fan/Lights 15 amp #14 CU 1 Garbage Disposal 20 amp #12/2 CU 1 Hood/Fan OR 15 amp #14/2 CU Microwave 20 amp #12/2 CU 1 Dishwasher 20 amp #12/2 CU 1 Ceiling Fan Pre-wire 15 amp #14/2 CU 2 2 Exterior Lighting 15 amp #14/2 CU 1 5 Weatherproof Recept.. 15 amp #14/2 CU 3 Smoke Detectors 15 amp #14/2 CU 4 Electrical Fixtures Supplied and not in Electrical Allowance: Item Brand Name&Model Number Wire Size (quantity Dining Room Progress 4032-30 1 Breakfast Nook None 1 Foyer Recess with open trim 1 Rear Wall Bracket Progress 5602-30 1 Master Bedroom Closet 4' 2 light wraparound 1 Bathrooms Progress 3114-15 4 Bedrooms Progress 4609-30 4 Halls, Closet or Laundry Progress 3408-30 2 Garage 4' 2 light wraparound 2 Kitchen 4' 2 light wraparound 1 Garage(front wall bracket) Progress P5745-30 1 Front Porch (O/H) Progress Recessed 1 Kitchen Sink (O/H) Recess with open trim 2 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 15 OWNER:Hendricks Lot 4 Hidden Paradise 16. PAINTING: PAINT, EXTERIOR: N/A Number of Coats: 2: N/A Siding: Vinyl Trim:Vinyl Doors: Owner's Choice Windows: N/A Deck: N/A Garage Doors: To Match vinyl trim Caulking: Siliconized Acrylic PAINT, INTERIOR: COLORWHEEL CW#200 Walls of Finished Area: Swiss Coffee L-4 Number of Coats: 2 Walls of Papered Area: N/A Number of Coats: N/A Ceilings: Popcorn texture Number of Coats: N/A Garage Walls: Swiss Coffee L-4 Number of Coats: 2 Basements Walls: N/A Number of Coats: N/A Floors: N/A Number of Coats: N/A Ceilings: N/A Number of Coats: N/A Paint and Number of Coats Interior Millwork: Ultra deluxe flaq Stain, Finish, and Number of Coats Interior Millwork: N/A Paint and Number of Coats Cabinets: N/A Stain and Number of Coats Cabinets: N/A 17.GUTTERS AND DOWNSPOUTS: NONE Material : N/A Gage or Weight: N/A Size: N/A Number of Downspouts: N/A Splash Blocks/Downspout Extensions: N/A Other: BESTCON,INC. 2440 South Beach Parkway -Jacksonville Beach - FL - 32250 CRC-022365 904 246-3747 - Fax 904 246-7126 Page 16 OWNER:Hendricks Lot 4 Hidden Paradise 18. CERAMIC TILE: LOCATION FLOOR WALLS BACKSPLASH TUB/SHOWER OTHER COUNTERTOP Kitchen/Nook VINYL Master Bath VINYL Owner's Choice To 7'-0"AFF Guest Bath Bath#1 VINYL Owner's Choice To 7'-0"AFF Bath#2 Foyer C/TILE Laundry VINYL Method of Installation: Floors: Thin set over under underlayment Walls: Thin set over 1 /2" MR Sheetrock Grout: Owners' Choice Other: 19.SPECIAL EQUIPMENT: (Not Included Elsewhere) Garage Door Opener Brand Name& Model: Pre-wire ONLY Attic Fan Brand Name&Model: N/A Skylight Brand Name&Model: N/A Suntech FGC 2549 Bronze 25"X 49" Roof Ventilator Brand Name&Model: 6' Off Ridge Vent Galvanized Stampco Smoke Detectors Brand Name&Model: Firex 4418 w/battery backup Intercom Brand Name&Model: N/A Style & Number of Speaker Outlets: N/A Number of Telephone Outlets: 2 Number of Television Outlets: 2 Burglar Alarm Brand Name & Model: DSC PC 1555 Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 17 OWNER:Hendricks Lot 4 Hidden Paradise 20. LOT GRADING and LANDSCAPING: Lot will be final graded for proper drainage after or near completion of the house. Square footage and type of sod: Full Coverage of Floritam St. Augustine Number and species of plants: 20-3 gallon plants (species varies with availability) Yardage and type of mulch: 4 yds. Cypress Other: 21. SURVEY: Final survey shall be given to Buyers at closing, showing all improvement locations. 22.ALLOWANCES: ITEM Manufacturer and Model/Style INSTALLATION DATE (Tentative) Wallpaper, Materials, & Labor N/A N/A Floor Coverings—Carpet Portico-Monte Carlo, N/A Fascination or Illumination Floor Coverings-Vinyl Armstrong-Memories N/A Range MAYTAG MER5530AAW N/A Dishwasher MAYTAG MDB4100AWW N/A Hood vent MAYTAG H 304RW N/A Disposal MAYTAG L20 N/A Garbage Compactor, Refrigerator N/A N/A Cabinets, Vanities, Countertops, Bookcases See Above N/A Electrical Fixtures Other Than Above N/A N/A Mirrors, Shower Doors, Bath Hardware, Medicine Cabinets Lee-Rowan &Omni N/A Landscaping: Shrubs, Seeding, Seed Bed Preparation, See Above N/A Fertilizing &Labor N/A N/A N/A 23. PORCHES, DECKS, GREENHOUSE: N/A 24. MISCELLANEOUS: N/A BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 18 LOUIS J. GABRIEL, P.E. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 4 / 19 / 2002 Re: Wind Loading Requirements For Lot 4 Hidden Paradise. Atlantic Beach, Fl. Dear Building Inspector:- The architectural plans of the subject structure have been reviewed by myself for compliance with section 1606 of the 2001- FBC for three second gust wind speeds of 120 mph and concluded that the building structure will satisfy the wind loading requirements of section 1606 of the 2001- FBC as long as sheets #9 thru #12 of the architectural drawings are satisfied. It shall be noted that the following criteria were assumed throughout the review and analysis:- a) that the lateral diaphragm of roof and floor sheathing/trusses system is of the flexible type, b) that the shear walls segments will interact in unison due to their attachment to the above mentioned lateral diaphragm, c) that the entire roof uplift forces will be transferred to the footings through the use of metal strapping ;thus, the uplift resistance of the designated shear walls sheathing will be neglected, d) that the shear wall segments will distribute the designated shear forces based upon their rigidities, e) that the ceiling sheathing will provide adequate lateral resistance and will relieve the ceiling joists of any shear forces acting normal to their longitudinal axis, f) that I have no knowledge of any subsurface soil condition report ; thus, all footings are designed as shallow footings bearing on soil that possesses a maximum allowable bearing pressure of 2000 psf. If contractor found any differing conditions through soil removal or soil report, then 1 shall be notified and possible footing design revisions may need to be implemented prior to commencing footings work, Please let me know, if further help is needed. Since Louis J. abriei, P.E. f,. WIND FORCES STRUCTURAL ANALYSIS FOR Lot 4 Hidden Paradise. Atlantic Beach, FL. THE ANALYSIS IS STRICTLY DONE TO INSURE COMPLIANCE WITH THE MINIMUM WIND LOADING REQUIREMENTS FOR THREE SECOND GUST WIND SPEEDS OF 120 MPH AS OUTLINED BY SECTION 1606 OF THE 2001- FLORIDA BUILDING CODE" PREPARED BY: LOUIS J. GABRIEL DATE: APRIL, 2002 Sheet FDaateLot-4 Hu bS�t Y YIS , �► c �A s =,,z e Po dv%,,r� 5 truc tura L a Lt b v�F 4 wa-a s��. AD J FLD o r % - N f�• gO Y J o r Y U S 1 1 �— 1�► N1L�cj Fra,m i•Yt 5 e / 1 Y o F T u sse s ,� Pl •�raw; See ClnecQuI& ~C� ur►+ art�i�ectu.rc�.Q cX raW Av%GIA o Ya; E to SCLm •:� �— �'Z f1 3 b 6c)vt� rz -18 o - c• penet'r, s t u"Cvctc \,1v%Less vot J c U.eiwJ se- v4 c v4 S mow► Yev�, Far�er�e� : — av,.Q at GOtvt�r � 1 #9 RocQ ov+ q8 o•c. (�ooF � W� sh�� nail a,c��, ; S� cam+ �+tom �►�:._.PS P 0 c P4w�! spa ^.1A U .eiw 1 7 Mr. Am CM !_t-f...... .. .. y.. .. — — ,..- s Uvilesi VIOWN; oe,�r��se o DATE: Sheet Z. of Loi" 4 }} UJ wtd s ej X 7 0 �p� C 3 st-C d us t) 5 trt~v6✓` t;,,% �%CA61%t oSk— tt �j �S / > TM�octaNtce 44tor, I t�J toi-ne_ �Gr b�i s �t i ts� . F tje 1 . iNo ) ro �' P •talc, FaS�w► to vto� o,r Q tater '1/IG P 6V60 BLE 1606.1.4 �t SD� WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS FASTENER FASTENER SPACING 1101-2 TYPE Panel Span:5 2 ft 2 ft<Panel Span 4 it<Panel Span 6 ft<Panel Span <4ft <6ft <8ff 2 1/2#6 Wood Screw' 16 16 12 9 2 1/2#8 Wood Screws' 16 16 16 12 Double-Headed Nai1s4 12 6 4 3 SI:1 inch=25.4 mm I foot=305 mm Notes: 1. This table is based on a maximum wind speed of 130 mph(58 Ws)and mean roof height of 33 feet(10 m)or less. 2. Fasteners shall be installed at opposing ends of the wood structural panel. 3. Where screws are attached to masonry or masonry/stucco.they shall be attached using vibration-resistant anchors having a minimum withdrawal capac- ity of 490 lb(2180 kN). 4. Nails shall be lod common or 12d box double-headed nails. 0P"& i\� & k- -et _ StY� v�i111 be s Of�, OF w► t-Kt C. Xj /(a) A.U,ow. 04 W* fat)MQ F.Jr LUW-40IAtM t4jf S p4je r1� �o G PA44 E�u 82 Ibs 5 ( 5.u) , 2 ) (0• 5 ) -- via ias u �Pn' �� 6� Ing tam rats t S rn ,t !'e DATE: Sheet _of (n am V f OLl S tf-cf w-`'I j S SPH Q)' ..J �� /z.&� : Sz PAF 3 �• etc /Zr. s �� r2� �► (�o o c 7 ej 000 N 1A r 4L(w.Te%,,sl^ ' 1/z+A36 t',olt; ; O•SAP esSe�r Or o - �� o� ei N�� 014C r z �rwt 15oo psi F4 = 3(.000 Psi hAP_ TIL —> A-t Lu-,.j -rz,"I 10,11 = 219 o 16.s or 1990 lbs .0 1Sr_2"��[►/$ ic.k roc SteeL A36 vM16-rs.. Afc.UieJ =7 Fb,:ravv•-27•_-l;(Ster' F-6 tu6oJ x{00 �s�.�� fb__�I�q��c.z1t)C;/4�-la_5��.= 545PS► - -F}�Ca2l )� C9oo)�!•?3) = 53LP6 v-t 5g5'Psi a•y AX*.4 Co-->~s�fzlsXS45XI/4) Fb =M/s =qo io.ov24 r ` _ �/5299L(Z7000)(l33) 5lltAlr' �noQ 1 �1Slw! �� f}�nc,l�Or 1�alts ;— 3� ., 5 g��• � 3/4,.�Jz �i,Luw A�,l e T��;:� u� '/Z�� A 3L , �b� G "• � t�c r� _) F _ (AIO 16, (Sce above) q r AL(uWrr,[e Slnev%v av► 1/Z,.+ A16 ho lts = 350 Fm Al �SSer or o•►L Rb F� 350�'/ClSoo)(o•z) _ 115? lbs o Y (o•12)(o-1)( 36r000) = s69 Ibs III III III III II III I IIII IIif IIIIII III fill I I I I I I IItill 11sill IIf III till I111111111111111111111111111111111111111111111111111111t1III If It till 1111111 If III 111111111111111111111111111111{IIf IIfill III III IIIIII IIIIIfit I fill llIII till Itill IIIII 11till 111{11 o� TABLE 1606.2A c MAIN WIND FORCE RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN Exposure B m Horizontal loads2 Vertical Loads(pst) Max.Horizontal Wall Loads4(psf) N Windward a End Zone Interior Zone End Zone Interior Zone Overhang Zone Wind Roof Velocity Load angle Windward Leeward Windward Leeward End Interior (mph) Direction (degrees) Wall RooN Wall Roofl Roof Roof Roof Roof Zone Zone 1E 4E 1 4 90 Transverse 0-5 12.8 -6.7 8.5 -4. -15.4 -8.8 -10.7 -6.8 -21.6 -16.9 10.0 -7.5 7.2 -5.8 0 1 17. -4.7 11.9 .6 1 -15. -10. -10.7 -8.1 -21.6 -16.9 12.0 -10.1 8.8 -7.5 30< an le S 45 14.4 9.9 11.5 1 7.9 1 5.6 -8.8 4.8 -7.5 -5,1 -5.8 11.0 -8.1 9.1 -6.8 Longitudinal All angles 12.8 -6.7 8.5 -4.0 -15.4 -8.8 -10.7 -6.8 -21.6 -16.9 10.0 -7.5 7.2 -5.8 100 Transverse 0-5 15.9 -8.2 10.5 -4.9 -19.1 -10.8 -13.3 •8.4 -26.7 -20. 12.0 -9.3 8.8 -7.2 20 .0 -5.8 14.6 -3.2 -19.1 -13.3 -13.3 -10.1 -26.7 -20.9 15.0 -12.5 10.8 -9.3 F3-0 < an le� 45 17.8 12.2 14.2 9.8 6.9 -10. 5.9 -9.3 -6.3 -7.2 13.0 -10.1 11.3 -8.4 Longitudinal All Angles 15.9 -8.2 10.5 -4.9 -19.1 -10.8 -13.3 -8.4 -26.7 -20.9 12.0 -9.3 8.8 -7.2 110 Transverse 0-5 19. -10.0 12.7 -5.9 -23.1 -13.1 -16 0 -10A -32.3 -25.3 15.0 -11.3 10.7 -8.7 20 26.6 -7.0 17.7 -3. -23.1 -16. -16.0 -12.2 -32.3 -25, 18,0 -15.1 13.1 -11.3 30 < angles 45 21.6 14.8 172 11. 8.3 -13.1 7. -11.3 -7.6 -8.7 16.0 -12.2 13.7 -10.1 Longitudinal All Angles 19.2 -10.0 12.7 -5.9 -23.1 -13.1 -16.0 -10.1 -32.3 -25.3 15.0 -11,3 10.7 -8.7 120 Transverse 0-5 22,8 -11.9 15.1 -7. -27.4 -15.6 -19.1 -12.1 -38.4 -30.1 17.0 -13.4 12.7 -10.3 20 31.6 -8.3 21.1 -4.6 -27.4 -19.1 -19.1 -14.5 -38.4 -30. 22.0 -18.0 15.6 -13A 30 < an le_< 45 25.7 17.6 20.4 14.0 9.9 -15.6 8.6 -13.4 -9.0 -10. 19. -14.5 16.2 -12.1 Longitudinal All Angles 22.8 -11.9 15.i -7.0 -27.4 -15.6 -19.1 -12.1 -38.4 -30.1 17.0 -13.4 12.7 -10.3 130 Transverse 0-5 26.8 -13.9 17.8 -8.2 -32.2 -18.3 -22.4 -14.2 -45.1 -35.3 20.0 -15.7 14.9 -12.1 20 37.1 -9.8 24.7 -5.4 -32.2 -22.4 -22.4 -17.0 -45.1 -35.3 25.0 -21.1 18.3 -15.7 30 < an le<_ 45 30.1 20.6 24.0 16.5 11.6 -18.3 10.0 -15.7 -10.6 -12.1 22.0 -17.0 19.1 -14.2 Longitudinal All Angles 26.8 -13.9 17.8 -8.2 -32.2 •18,3 •22.4 -14.2 -45.1 -35.3 20.0 -15.7 14.9 -12.1 140 Transverse 0-5 31.1 -16.1 20.6 -9.6 -37.3 -21.2 -26.0 -16.4 1 -52.3 -40.9 24.0 -18.2 17.3 1 -14.0 n 20 43.0 -11.4 28.7 -6.3 -37.3 -26.0 -26.0 -19.7 -52.3 -40.9 29.0 -24.5 21.2 -18.2 r' 30 < an le 5 45 35.0 23.9 27.8 19.1 13. -21.2 11.7 -18.2 -12.3 -14,0 26.0 -19.7 22.1 -16.4 a0o Longitudinal All Angles 31.1 -16.1 20.6 -9.6 -37.3 -21.2 -26.0 -16.4 -52.3 -40.9 24.0 -16.2 17.3 -14,0 v a 150 Transverse 0=5 35.7 -18.5 23,7 -11.0 -42.9 -24.4 1 -29.8 1 -18.9 -60.0 -47.0 27.0 -20.9 19.9 -16.1 c 20 49.4 -13.0 32.9 -7.2 -42.9 -29.8 -29.8 1 -22.6 1 -60.0 -47.0 34. -28.1 1 24.4 -20.9 r 30 < an le_< 45 i 40.1 27.4 31.9 F!2 15.4 -24.4 13.4 -20.9 -14.1 -16.1 30.0 -22.6 25.4 -16.9 Z Longitudinal All Angles 35.7 -18.5 23.7 -42.9 -24.4 -29.8 -18.9 -60.0 -47,0 27.0 -20.9 19.9 -16.1 O n For SI: I ft2=0.0929 m2, I mph=0.447 m/s, i degree of angle=0.01745 rad,I psf=47.88 NW. O m Notes: I Pressures for roof angles from 5 to 20 degrees shall be interpolated from the table, 2 Pressures are the sum of the windward and leeward pressures and shall be applied to the windward elevation of the building in accordance with Figure 1606.2(c). m 3 If pressure is less than 0,use 0. 4 Pressures shall be applied in accordance with Figure 1606.2(b). v Z O DATE: Sheet $ of 6) RNZ st,,(;tC. iL,t , vs J r3C - 2o0 cw- t Building,simple diaphragm:A building which complies 4 3 with all of the following conditions: 2 ILONGITLIDINAL 1. enclosed building, 4E 3 I 2. mean roof height,h,less than or equal to 60 ft(18 m), LONGITUDINAL 3. mean roof height,h, does not exceed least horizon- ROOF 2 ".,-=OR tal dimension, ANGLE 4. building has an approximately symmetrical cross END section, ZONE 5. building has no expansion joints or structural sepa- 11OND1r'AL 1 rations within the building, 1E LONGRUDIWILC% 6. wind loads are transmitted through floor and roof 1E diaphragms to the vertical lateral-force-resisting systems, and WIND DIRECTION 7. if the building has moment-resisting frames, roof RANGE slopes do not exceed 30%. FIGURE 1608.2b MAIN WIND FORCE LOADING DIAGRAM WINDWARD ROOF WINDWARD ROOF LEEWARD ROOF LEEWARD ROOF VEEPM .. _. I i n VERTIaOl Lu a = ru -- : tu 3 - to Ln TRANSVERSE ELEVATION LONGITUDINAL ELEVATION FIGURE 1606.2a APPLICATION OF MAIN WIND FORCE RESISTING SYSTEM LOADS FOR SIMPLE DIAPHRAGM BUILDINGS TABLE 1606.2D HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS Mean Exposure Roof Height B C D 15 1.00 1.21 1.47 20 1.00 1.29 1.55 25 1.00 1.35 1.61 30 1.00 1.40 1.66 35 1.05 1.45 1.70 40 1.09 1.49 1.74 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 60 1 1.22 1.62 11.87 Nate:All table values shall be adjusted for other exposures and heights by multiplying by the above coefficients. J '' ��✓x j�l ,o '•ilk& �,)Y- 1A)u ,a\ k-' A'r v r aa+ccs toty t+P S 11 ejv r A Y•a.�-;5 FD r Rrs t A rid/ o r 5u4 Ftoo rs ; -�n e Fo t.�W�,�� d Q F�ri��,� �,t � CYC te.Y►�. a��Ot� t�cu�G.n>�' 7�.e. a�na� Wall. N d. .; - See: a�.J%J floor Pluz� n N d.tsi9naUs CXte-60r Walls wk►le I dpfit% s " I% on0V- W- :- TY,6 WAY., Cl- e 'See a.�rad&d Ptoo,r PL, .2 or : ; — f:�Fevble Lavc:��LL• o c- W X01 WU. s 6tav- � �jU•tiww�At►v» . pick �+c.��k�s o F boil, Ftpvr: For two s to U.ts._,...Dr' WALLp�t� 4�e�:,t�t For woe 5tot��. E 4ec44 Y00 P &APDS4 t0 PYemae = ("MH tZ"— -- �1� t•J1�t-r. rUD� P� ' 1 S llhVY� 7 t:o 12. VJ�AJ TA r' W Pie SSu.re rA `Cull of pl;c,,blc W'ne, YuvF pis moce- 1,d `% v": - AcE"d sViear1r- F� = C F � C 1 /1l ) -r/1Z Pit k)l A e To ta.Q Sko-.-x Fufce ; Cat}Ct„r:�(-� !L) -t .fir) C-�►r}� tom ) CCO�e S tvr c. ar (0)(vr) (0.-75 (w tdo Store 0Y G ;— lP�1ASlcM 0Y- C►.ryL�]Yc SsicJ� uJo\.t,f SAA = (Q.T ��C l C �� -- O•TN� Oyer turnwt�i wtlr,�c{^.� (lAr)(0•5)0%)t.t.0 CM- .or tw o 5to rc- uJ ck. s R etki Y a.��C1�Or bo tt rKPCo Nstturii ri den a For Sxter iay- Wo.0s ;_ 4UOW. Boit .5 heav z S (da It 11 10,40Ibs 7/I(c" OS8 •Shea-��n�� hccit� �,t�i}�. gcQ Coywvnuv� rQi V��e SS �0 ted 0 �►erw►s� For �teri Or W aQQ.S ;_ . A-Uow .. boUr Sl ew-tor 7^dmsi'aw - 1350 ►b s c� / '�g�L", '1 �1'H 4) C n (� L� ��a�.r.1 Date Sheet yloZ L. Gabr,e�, P• E ./ of Lot-,i 1A ro Fvj spau�,r,� o . - W 1nP-'ie- "U' — QCtLAOLK Sit e-4VC 5 _ bOLt S P46Lc, 3 F v. = auow a.6.a S"ca,r batt W cLj1 --D S — 1.33) -U- r t yt �e�,�Y W 4,U S = Q-33) (1350AIr) Z� 7-0 choose- fie Allow, k� A� t�SI w► �C T 0Y- �' In Lr41 d'w%t i wI'lL be r,k as w• y�►.� FYU1M �.wt� S► 1 ((0 r Otter 1p(o J V Surt CLS ND 5 A, HTT2Z . -etc. C k�kt ,,n„ to CUWLt) , C STA3G, c '0 C F hour to PLOpr -$,OU d ow-,n5 See re)cC Sheet- FD Y' Sear WL0180 anJ 511ee � g A •' M 1. S k e o.r ul c u�s,,E;i u1K s . T C)r G -rt_ rui&rc ma* 0 ttrtsiv++ - bolt I is Tw--A v-K F6� Clmr 7e- bolt' w•ll P�,U orwt � lt-c So[e Pt4li wM YieJ to SnCay O fr rvr a CukptCfe FcL.iA tie; ��S! 5 a", Fay lu ee mod ti o F a t k;U A u� � _ 2V = 1400 lbs C Zxq pts.v, :�r2 syph 2v = ZZoo lbs C 2 x Ptd, Z 5Y('� 7 V -- 2 -3DO 16 l7 y4 i11c.�i � 4../n \ � s DATE: 03/02/0'2 ry�ry ti oY rART TIOW,TO GO TO CEAM, OFEW65 FOR TY 5 YLR TO BE y'2 LOCATE.. 'SIZEDbY GMER5 3(v LN1NG AREA — ��LLll 1406 5q ft v %,LIM* F01YEK MASTER.BORM Cl -T AUKRY F, eL _�J 1 - ff I; \ \j 1 6'-ia�•.ff tMSR DAPI X� QOSE; .v.T ' WATER;�TEnFX L07 I >`� ' � u? I � aa.9aj __ ,w MLEEr bZ li J GARAGE I � l L ` f 13'-2"x 20-4 Ct �— — z KifREN i / fCBxIS-4 NOOK GOV x 9-r r FIR5T FLOOR ELECTRICAL PAGE BUILD SET SCALE: 1/4" - 1 FOOT s° � � ow I ' . . flS` sl� \� M 01A ICA t �M Sheet ite of loz a C?aort , Lott Fd r seus*� W�u �o e- W�,,Q.Q © u__� u -u- C bs1Ff - ��atii�. = 254 p�F ► or c =t�' Z�C -- ) --- foo �z21 „ g W oQ c�7n OA u V s e. N� (u D d� /I2 �� 7iltoOSj µ �oY k� ft 3L 1 —�" -- OPEN 6ELOW HALL � ,lil"URAX w,�BAi usrErcS. �a h, I `� BAYH \� ' CLO9ET mmoom r BEO�ROOM RAISED SEALS PAGE 1 mate: 04/03/2002 MANNING BUILDING SUPPLY LOG # : B0201 TRUSS DIVISION JOB #: JACKSONVILLE talesman: JOHN FERGUSON Pitch: 7/12 Customer: BESTCON HOMES Job Name: #2166 "Address : 2440 South Beach Parkway Address : LOT 4 HIDDEN PARADISE Jacksonville Bch, FL. 32250 Designer: RON -------------------------------------------------------------------------------- fQtyl Span I LOeHt I O.H. I Description --- ---------------------------------------------------------------------------- P" 1 3 ' 8"8 116" 0 ' T1 DTC Mono Gable 5 3 ' 8"8 1' 6" 0 ' T1 Mono 1 3 ' 8"8 116" 2 ' T2 DTC Mono Gable 5 3 ' 8"8 116" 2' T2 Mono 1 6' 21112 116" 0 ' T3 DTC Mono Gable 4 6' 21112 116" 0 ' T3 Mono _ 3 4' 10118 116" 0 ' T4 Mono Girders 1 17 ' 101112 1 ' 6" 0 ' T5 DTC SGE Mono Vlt 2 17 ' 10" 12 1' 6" 0 ' T5 Mono Vlt „ 1 25 ' 41112 1' 6” 0 ' T6 DTC SGE Mono Vlt 2 25 ' 41112 1' 6" 0 ' T6 Mono 3 17 ' 116" 0 ' T7 Mono 2 1a , 4 „ � , `„ 0 ' T8 Mono 1 25 ' 41112 1' 6" 0 ' T9 Mono 1 42 ' 7"8 116" 116" T10 DTC Gable Vlt 4 42 ' 7"8 116" 116" T10 Vit 2 42 ' 4" 11619 0 ' T11 Vit RAISED 1 5 ' 8"8 1 ' 6" 116" T12 GE ' � 1 5 ' 8"8 0 ' 0 ' T12 Girder 1 10 ' 8" 116" 116" T13 DTC Gable 1 10 ' 8" 0 ' 0 ' T13 Girder 1 30 ' 9" 116" 0 ' T14 DTC Gable Vlt 2 30 ' 9" 116" 0 ' T14 Vit " 1 30 ' 9" 1' 6" 0 ' T15 DTC SGE Vlt 2 30 ' 9" 1' 6" 0 ' T15 Vit 3 39 ' 3"8 0 ' 0 ' T16 Common 2 36 ' 11" 8 0 ' 0 ' T17 Vit 1 40 ' 8" 0 ' 0 ' T18 DTC SGE Vlt 1 12 ' 8"5 0 ' 0 ' Piggy Peak T18 GE ** Hardware Roof ** 28 .A A= HUS26 1-ply Truss Hanger -------------------------------------------------------------------------------- "" 55 - Trusses 28 - # of Hardware 0 - # of I-Joist 1 - Piggy' s 0 - Jacks 0 - # of Beams 0 - # of Rim Board --------------------- 56 - Total Trusses OPP HARDWARE SCHEDULE REACTIONS PLATE OR TRUSS OR MARK PRODUCT CODE FLOOR ROOF UPLIFT HEADER JOIST NOTES I A HUS 26 278 332 155 (14) 16d (6) 10d X 1.5 TRUSS B HUS 28 338 358 200 (22) 16d (8) 10d X 1.5 TRUSS C HGUS 28-2 624 781 265 (36) 16d (20) 10d X 1.5 2 PLY TRUSS D HGUS 28-3 624 781 265 (36) 16d (12) 16d X 1.5 3 PLY TRUSS E SUL/R 26 801 100 76 (6) 16d (6) 10 d X 1.5 TRUSS F SUL/R 210 133 166 125 (16) 16d (10) 10d X 1.5 TRUSS G LSSU 210 96 120 62 (10) 10d (7) 10d X 1.5 TRUSS H THJA 26 219 274 134 (16) 16d (5) 10d+(7)10d HIP JACK I THA 422 363 414 155 (22) 16d (6) 10d X 1.5 SYS 42 J SUR/L 410 186 233 127 (16) 16d (10) 16d SYS 42 K IUT 312 136 120 24 (14) 10d (2) 10d X 1.5 1-JOIST L IUT 312-2 185 232 90 (16) 16 (6) 10d DBL I-JOIST M MIT 316 240 (12) 10d X 1.5 (2) 10d X 1.5 I-JOIST N SUR/L 310 186 1785 72 (14) 16d (6) 10d X 1.5 I-JOIST O SUR/L 314 239 1795 96 (18) 16d (8)10d X 1.5 I-JOIST P LSSUH 310 138 105 99 (14) 16d (12) 10d X 1.5 I-JOIST Q HU 11 2185 227 92 (22) 16d (6)10d X 1.5 1 PLY LVL R HGUS 48 5472 684( 583 (36)16d (24) 16 d 2 PLY LVL S HGUS 412 953 1133 478 (56) 16d (36) 16 d 2 PLY LVL T HGUS 412 L 8512 1064 875 (56) 16d (36) 16 d 2 PLY LVL U HGUS 412 R 8512 1064 875 (56)16d (36) 16 d 2 PLY LVL V HUC 412 6102 6801 310 (56) 16d (36) 161d 2 PLY LVL W HGUS 5.25/12 9535 1133 478 (56) 16d (36) 16 d 3 PLY LVL X HGUS 7.25/12 9535 9665 478 (56) 16d (36) 16 d 4 PLY LVL ULl H16S NA NA 160 (10) 10d (2) 10 d TRUSS UL2 H16 NA NA 160 (10) 10d (2) 10 d TRUSS UL3 H16-2 NA NA 160 (10) 10d (2) 10 d 2 PLY TRUSS UL4 MTS 12 NA NA 100 (7)10d EA. SIDE NONE TRUSS UL5 HTS 20 NA NA 145((10)10d EA. SIDE NONE 2 PLY TRUSS UL6 MSTA 36 1995 213 26) 10d TRUSS UL7 MGT NA NA 420 (22) 10d PLUS UL8 UL8 PHD 5 NA NA 450 14 SDS 1/4X3 ADD UL7 TBS 2-24 4) 10d X 1.5 TRUSS BRACING 12 BRITE COM 1-3/8 TRUSS NAIL 3/4 X 023 BANDIN SNAP ON SEALS r—6•Ll '8 DROP ALL I -JOIST 16" 0 16"oc. I BM7 BERM UNLESS NOTED OTHERWISE . - I I CD F co I i 1 ! O I IJP cv CO RIM L RIM RAISED jBOARD LLBORRQ 8MS RIM JIJI l RAISED BOARD/ ' BEAM BMS 19`0"8 RAISED BEAM BM2 cn CO 16`8"8 Lr) CU / DROP RIM BEAM BMI BOARD RAFS -' L" RAISER O ED / BEAM -i BEAM /r BM4 _—_ DROP BERM BERM — RIM BOARD 5'8"8 30'9" 10'2"8 7. 10„ 7'6" --+ MANNING BLDG . SUPPLIES JOB : B0201 BESTCON 11155 PHILLIPS PKWAY PH# 268-8225 LOC : LOT 4 HIDDEN PAR I D I SE JAx. FLA. 32256 PLAN : #2156 DESIGNER : RON BERLIN f t / i . MANNING BUILDING SUPPLIES RON BERLIN 27 Mar 20021:50 pm 11155 PHILLIPS PKWY DRE , JACKSONVILLE, FL. 32256-0000 (904)268-8225 FASTBeam®Engineering Analysis 01996-2002 Georgia-Pacific Corporation Version: 3.3 Build: 3.3.0.0 Project : B0201.FBD Information : BESTCON LOT 44 HIDDEN PARIDISE Mark#: BM1 Desc : Garage Door Usage : Beam(Roof) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= U360 TL = U240 Composite Action : No Slope : 0112 3.5", 625 psi 3.5", 565 psi LOADS Project Design Loads:Roof.Live=30 psf,Dead=12 psf Live+Dead Ld(T) Live Ld(L) LDF Location" # Shape_ @Start @End QStart O—End Span# Starts Ends Additional Info 1 Uniform(plf) 145 104 125% 0 0'0" 16'8" RF T1-T2's Uniform(plf) 9 0 0 0 1661 Self Weight 'Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. SUPPORTS(lbs) 1 2 Max Wn 1281 1281 Min R'n 417 417 DL Wn 417 417 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 625 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 1136 1 0'91" 41 7898 125% 0.14 M(tt4bs) 5335 1 8'4" 41 16603 125% 0.32 LtRn(lbs) 1281 0 0'0" 41 7656 100% 0.17 See Note#5 RtRn(Ibs) 1281 0 15 8" 41 6921 100% 0.19 See Note#5 LLDefl(in.) 0.36 1 8.41 41 0.56 U554 TLDefl(in) 054 1 8'4" 41 0.83 0373 USE: GPLAM 2.0E 1.75x 9.50" 2 Plies Grade selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications fior Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacltkc Engineered Lumber Technical Services. 4.Design valid for dry use only. 6.This reaction is based on the combination of loads 6 duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Mau R n from Supports'section above. S.Searing length based on design material,support material capacity shall be verified(by others). 7.Roof Usage:Install with minimum 1/4:12 slope for adequate drainage. 8.When required by the building code,a registered design professional or building official should venTy the input loads and product application. 8.This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 10.Verify that load Is applied at top or equally from both sides. 11.Nall plies together with 16d nails @ 12"o%along top and bottom edges. Nall from alternate faces,2"from edges. 12.Max/Min reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various DOL may not match total max4nin reaction. 13.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 14 For explanation of GROUP change to expanded printout. MANNING BUILDING SUPPLIES RON BERLIN 27 Mar 20021:53 pm 11155 PHILLIPS PKWY DRE , JACKSONVILLE, FL. 32256-0000 (904)268-8225 FASTBeam@ Engineering Analysis 01996-2002 Georgia-Pacific Corporation Version: 3.3 Build: 3.3.0.0 Project : B0201.FBD Information : BESTCON LOT 44 HIDDEN PARIDISE Mark# : BM2 Desc : Garage Usage : Beam(Floor) Repetitive : No Spacing (h) : 0.0 Max Defl : LL= U360 TL= 0240 Composite Action : No 3.5", 565 psi 3.7, 525 psi LOADS Project Design Loads:Floor.'Live=40 psf,Dead=15 pst, Root Live=30 psf,Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape _Start QEnd @Start O-End Span# Starts Ends Additional Info 1 Uniform(plf) 60 43 125% 0 010" 21'0" RF T1-T2's 2 Partial(plf) 55 40 100% 0 0'0" la a" FLOOR 3 Partial(plf) 110 0 100% 0 a 0" 1016, WALL 4 Partial(plf) 108 79 100% 0 0'T 10'8" RF T1 Gable Uniform(plf) 15 0 0 0 21'T Self Weigh _ "Dimensions measured from Telt end when span#is 0 otherwise from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 2956 1523 PO Min R'n 1562 751 DL R'n 1562 751 Min Srg(in.) 1.50 1.50 [Based on bearing stress below] Bra Str(psi) 625 565 _ - am DESIGN Value Span X Group Allow LDF Ratio V(lbs) 2055 1 1'T 21 10640 100% 0.19 M(ft4bs) 10286 1 T 11,, 21 35556 100% 0.29 LtRn(lbs) 2956 0 go.. 71 7656 100% 0.39 See Note#5 RtRn(Ibs) 1523 0 21'T 71 6921 100% 0.22 See Note#5 LLDefl(in.) 0.20 1 10'S' 71 0.70 01288 TLDefl(in) 0.41 1 1016, 71 1.05 0622 Grade,Depth selected by User USE. GPLAM 2.0E 1.75x16.00" 2 Plies G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design SpecMcadons for Wood Constriction and applicable Approvals or Research Reports. 2 Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression so 3.Loads have been Input by the user and have not been verffled by Georgia-PacMc Engineered Lumber Technical Services. 4.Design valid for dry use only. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and maybe less than maximum reaction.Therefore,when reaction values are required,use Max Rn from Supports'section above. Q.Bearing length based on design material,support material capacity shall be verifled(by others). 7.When required by the building code,a registered design professional or building official should verify the Input loads and product application. d.This engineered lumber product has been sized for residential use.A concentrated load check per the building code,must be performed for commercial uses. ! ' 9.Verify that load Is applied at top of equally from both sides. 10.Nall plies together with 16d nalls Q 12"o/c along top and bottom edges and thm center.Nail from alternate faces,2"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12 For explanation of GROUP,change to expanded printout to em MANNING BUILDING SUPPLIES RON BERLIN 27 Mar 20021:59 pm 11155 PHILLIPS PKWY DR E , JACKSONVILLE, FL. 32256-0000 (904)268-8225 FASTBearn(D Engineering Analysis 01996-2002 Georgia-Pacific Corporation Version: 3.3 Build: 3.3.0.0 Project : B0201.FBD Information : BESTCON LOT 44 HIDDEN PARIDISE Mark# : BM3 Desc : Garage Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL = L/240 Composite Action : No 3.5", 565 psi 21' 0" LOADS Project Design Loads:Floor.Live=40 psf,Dead=15 pst Roof..,Live=30 psf,Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape Start End QStart @End Span# Starts Ends Additional Info 1 Uniform(plf) 110 80 100% 0 ao.. 21-0" FLOOR 2 Partial(plf) 110 0 100% 0 10'4!' 21-0" WALL 3 Concentrated(lbs) 3635 2596 125% 0 10'4!' RF T13 Girder 4 Partial(plf) 700 500 125% 0 10'4!' 21-0" RF T14-T15's Uniform(plf) 29 0 0 0 21'0" Self Weight am *Dimensions measured from left end when span#is 0 otherwise from left end of the specfried span SUPPORTS(lbs) 1 2 Max R'n 5502 9696 MP Min R'n 1989 3599 DL R'n 1989 3599 Min Brg(in.) 1.50 2.45 [Based on bearing stress below] Brg Str(psi) 625 565 DESIGN =-- — — — --- Value Span x Group Allow LDF Ratio V(Ibs) 8292 1 1916, 71 26600 125% 0.31 M(ft4bs) 49481 1 10'6" 71 88890 125% 0.56 LtRn(lbs) 5502 0 0'0" 71 15312 100% 0.36 See Note#5 RtRn(lbs) 9696 0 21'0" 71 13842 100% 0.70 See Note#5 LLDefl(ln.) 0.51 1 196, 71 0.70 U497 TLDefl(in.) 0.79 1 la 6" 71 1.05 L/320 USE. GPLAM 2.0E 1.75x16.00"4 Plies Grade,Depth selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed In accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. Z Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verilled by Georgia-PacMc Engineered Lumber Technical ServIces. 4.Design valid for dry use only. S This reaction is based on the combination of loads 6 duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max Rh from Supports'section above. 6.Bearing length based on design material,support material capacity shall be veriffed(by others). 7.When required by the building code,a registered design professional or building official should ven'ly the Input loads and product application. IL This engineered lumber product has been shed for residential use.A concentrated load check,per the building code,must be performed fbr commercial uses. Ow 9.Verify that load is applied at top or equally from both sides. 10.Bolt plies togedw w/2 rows of 112"d/a.baits&washers 2"from edges @ 24"c%staggered. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 1Z For explanation of GROUP change to expanded printout MANNING BUILDING SUPPLIES RON BERLIN 27 Mar 2002 2:02 pm 11155 PHILLIPS PKWY DR E , JACKSONVILLE, FL. 32256-0000 (904)268-8225 FASTSeam®Engineering Analysis 01996-2002 Georgia-Paciric Corporation Version: 3.3 Build: 3.3.0.0 Project : B0201.FBD Information : BESTCON LOT 44 HIDDEN PARIDISE Mark#: BM4 Desc : Kitchen/Nook Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 lop Max Defl : LL= Lj360 TL= U240 Composite Action : No 3.5", 625 psi 3.5", 565 psi LOADS Project Design Loads:Floor.Live=40 psf,Dead=15 pst Roof:Live=30 psf,Dead=12 psf. Uve+Dead Ld(T) Live Ld(L) LDF Location* # Shape O-Start @End CIStart MEnd Span# Starts Ends Additional Info 1 Uniform(plf) 55 40 100% 0 010" 10-8" FLOOR 2 Uniform(plf 110 0 100% 0 0'0" 10'8" WALL 3 Uniform(plf) 200 143 125% 0 0'0" 10-8" RF T5-T6 4 Uniform(plf) 700 500 125% 0 0'0" 10-8" RF T14-T15's Uniform(pif) 15 0 0 0 la 6" Self Weight 'Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. ' SUPPORTS(lbs) 1 2 Max Wn 5758 5758 Min Wn 2116 2116 DL Wn 2116 2116 Min Brg(in.) 2.63 2.91 (Based on bearing stress below} Brg Str;aci)__ 625 _ 565 ^— --— -- - DESIGN Value Span X Group Allow LDF Ratio V(lbs) 4161 1 9'2" 71 13300 125% 0.31 M(ft-lbs) 15354 1 5'4" 71 44445 125% 0.35 LtRn(lbs) 5758 0 0'X 71 7656 100% 0.75 See Note#5 10 RtRn(lbs) 5758 0 la 8" 71 6921 100% 0.83 See Note#5 LLDefl(in.) 0.10 1 5'4" 71 0.36 U1277 TLDefl(in) 016 1 5'4" 71 0.53 U808 as USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade,Depth selected by User G-P LAM tm Georgia-Pacific Corp. el, NOTES: 1.Designed in accordance with National Design Speciflcadons for Wood Construction and applicable Approvals or Research Reports. 2 Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verMed by Georgia-Peclik Engineered Lumber Technical Services. 4.Design valid for dry use only. This reaction is based on the combination of loads 6 duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max Rn from Supports'section above. A.Bearing length based on design material,support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building offielal should verify the input loads and product application. d.This engineered lumber product has been sized liar residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8.Verify that load Is applied at top or equally ftom both sides. 10.Nall plies together with 16d nails®,12"o(c along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 1 Z For explanation of GROUP,change to expanded printout - MANNING BUILDING SUPPLIES RON BERLIN 27 Mar 20022:04 pm 11155 PHILLIPS PKWY DR E , JACKSONVILLE, FL. 32256-0000 (904)268-8225 FASTBeam®Engineering Analysis 01996-2002 Georgia-Pacific Corporation Version: 3.3 Build: 3.3.0.0 Project : B0201.FBD Information : BESTCON LOT 44 HIDDEN PARIDISE Mark# : BMS Desc : Living Rm/Hall Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Deft : LL= L/360 TL= L/240 Composite Action : No 3.5", 750 psi 3.5", 565 psi '4 - — LOADS Project Design Loads:Floor.Live=40 psf,Dead=15 pst, Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape _ Start End Start End Span# Starts Ends Additional Info 1 Uniform(plf) 550 400 100% 0 0'0" 4'4" FL F2's Uniform(plf) 15 0 0 0 4 4' Self Weight _ *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. SUPPORTS(lbs) 1 2 P„ Max Wn 1223 1223 Min R'n 357 357 DL Wn 357 357 Min Brg(in.) 1.50 1.50 (Based on bearing stress below] Brg Str(psi) 750 565 _ DESIGN Value Span X Group Allow LDF Ratio V(lbsl 388 1 1'0- 21 10640 100% 0.04 M(&lbs) 132.55 1 2'2" 21 35o5e 100% 0.04 VIP LtRn(Ibs) 1223 0 a 0" 21 9188 100% 0.13 See Note#5 RtRn(Ibs) 1223 0 4 4" 21 6921 100% 0.18 See Note#5 LLDefl(in.) 0.00 1 2'2" 21 0.14 016434 TLDefl(in) 0.00 1 2'2" 21 0.22 U11643 USE. GPLAM 2.0E 1.75x16.00" 2 Plies Grade,Depth selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Speciflcadons for Wood Consi action and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each and of the member.Continuous lateral support required for compression edge' 3.Loads have been Input by the user and have not been verUW by Georgia-PecMc Engineered Lumber Technical Services. 4.Design valid for dry use only. 5.This reaction is based on the combination of loads 6 duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max R'n from Supports'section above. 6.Bearing length based on design material,support material capacity shall be verMed(by others). 7.When required by tine building code,a registered design professional or building official should versify the Input loads and product application. d.This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.verify that load Is applied at top or equaW from both sides. 10.Nall plies together with 16d nails @ 12"do along top and bottom edges and thru center.Nall from alternate faces,2"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12 For explanation of GROUP change to expanded printout MANNING BUILDING SUPPLIES RON BERLIN 27 Mar 2002 2:06 pm 11155 PHILLIPS PKWY DR E , JACKSONVILLE, FL. 32256-0000 (904)268-8225 FASTBeam©Engineering Analysis 01996-2002 Georgia-Pacific Corporation Version: 3.3 Build: 3.3.0.0 Project : B0201.FBD Information : BESTCON LOT 44 HIDDEN PARIDISE Mark#: BM6 Desc : Laundry/Hall Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= U360 TL= U240 Composite Action : No 3.5", 565 psi 3.5", 565 psi LOADS Project Design Loads:Floor.Live=40 psf,Dead--15 pst, Live+Dead Ld(T) Live Ld(L) LDF Location" # Shape Start End @Start @End Span# Starts Ends Additional Info 1 Uniform(plf) 55 40 100% 0 010" 6101, FLOOR pp 2 Concentrated(lbs) 1223 866 100% 0 5'2" FL BM5 Uniform(plf) 15 0 0 0 510" Self Weight "Dimensions measured from left end when span#is 0 otherwise from left end of the spec>lied span SUPPORTS(lbs) 1 2 Max R'n 536 1162 Min R'n 188 371 DL R'n 188 371 am Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Gmur Allow LDF Ratio V(lbs) 1060 1 51 ;t 21 10640 100% 0.10 M(ft4bs) 1841 1 5'2 21 35556 100% 0.05 LtRn(lbs) 536 0 0.0.. 21 6921 100% 0.08 See Note#5 RtRn(lbs) 1162 0 619, 21 6921 100% 0.17 See Note#5 LLDefl(in.) 0.01 1 35" 21 0.23 015109 TLDefl(in.) 0.01 1 3'5" 21 034 U10151 USE. GPLAM 2.0E 1.75x16.00" 2 Plies Grade,Depth selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed In accordance with National Design SpecMcadons for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each and of the member.Continuous lateral support required for compression edge. l Loads have been Input by the user and have not been verlfled by Georgia-PacMc Engineered Lumber Technical Services. A Design valid for dry use only. so ls.This reaction Is based an the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from Supports'sectionabove. 6.Beedng length based on design material,support material capacity shall be verltled(by other). 7.When required by the building code,a registered design professional or building official should venTy the Input loads and product application. li.This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Verify that load Is applied at top or equally from both sides. 10.Nail plies together with 16d nails @ 12"o%along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.For explanation of GROUP,change to expanded printout 27 Mar 2002 2:09 pm MANNING BUILDING SUPPLIES RON BERLIN 11155 PHILLIPS PKWY DR E , JACKSONVILLE, FL. 32256-0000 (904)268-8225 FASTBeam®Engineering Analysis 01996-2002 Georgia-Pacific Corporation Version: 3.3 Build: 3.3.0.0 Project : B0201.FBD Information : BESTCON LOT 44 HIDDEN PARIDISE Mark# : BM7 Desc : Front Porch Usage : Beam(Roof) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= U360 TL = U240 Composite Action : No Slope : 0/12 so 565 psi LJ 3.5", 750 psi 14' 0" op LOADS Project Design Loads:Roof.'Live=30 psi,Dead=12 psi; Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape O_Start O_End QStart @End Span# Starts Ends Additional Info 1 Partial(pif) 191 136 125% 0 0'0" 4'4" RF TVs 2 Partial(plf) 254 181 125% 0 4'4" 10'0" RF T4's 3 Partial(pif) 191 136 125% 0 10.01. 14 0" RF TVs Uniform(plf) 9 0 0 0 14'a, Self Weight _ *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. Igo SUPPORTS(IbS) 1 2 Max R'n 1572 1580 Min Wn 492 495 PW DL R'n 492 495 Min Brg(in.) 1.50 1.50 (Based on bearing stress below] Brg Str(psi) 565 750 DES-iG+r Value Span x Group Allow LDF Ratio V(lbs) 1393 1 13-1" 41 7898 125% 0.18 M(ft4bs) 5887 1 T 0" 41 16603 125% 0.35 LtRn(lbs) 1572 0 0-01, 41 6921 100% 0.23 See Note#5 RtRn(ibs) 1580 0 1,4'0" 41 9188 100% 0.17 See Note#5 10 LLDefl(in.) 0.29 1 TO" 41 0.47 U584 TLDefl(in) 0.42 1 70" 41 0.70 U402 USE: GPLAM 2.0E 1.75x 9.50"2 Plies Grade selected by User G-P LAM tm Georgia-Pacific Corp. NOTES : 1.Designed In accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2 Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the user and have not been verfffed by Georgia-PacMc Engineered Lumber Technical Services. 4.Design valid for dry use only. 6.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max Rn from'Supports'secdon above. 6.Bearing length based on design material,support material capacity shall be verified(by others). 7.Roof Usage.install with minimum 1/4:12 slope for adequate drainage. ! &When required by the building code,a registered design professional of building official should verW the input loads and product application. 9.This engineered lumber product has been sized for residential use.A concentrated load cheeky per the building code,must be performed for commercial uses. 10.Verify that load Is applied at top or equally from both sides. 11.Nail plies together with 18d nails @ 12"o%along top and bottom edges. Nail from alternate faces,2"from edges. 12 fA&WV1n reactions are based on the applicable load combinations outlined in the notes.Summation of max4nin reactions for various DOL may not match total max/min reaction. 13.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. !? 14 For explanation of GROUP,change to expanded printout. _— WIDE OPEN" - Georgia-Pacific W— B K Engineered Lumber Specifications Introducing the new WIDE OPEN" WOOD I BEAM" Joist from Georgia-Pacific. „ The leading WIDE flange I joist just got better with the addition of pre-cut web openings for faster, easier installation of most mechanical services. The 16” deep, Wide Open series joist is an advanced pre-engineered wood product that utilizes OPP Georgia-Pacific technological expertise in wood fiber and adhesives. G-P's Engineered Lumber Products are delivered to you through Georgia-Pacific's nationwide distribution system. • 16" deep, six standard lengths trimmable as • 21/2' wide, high-strength solid lumber flange ' shown below • FiberStrong OSB web • Two large 113/4" pre-cut round holes and one . Proprietary web-to-flange joint large 113/x' x 16" pre-cut obround hole per piece • Indexed end for hole alignment • Excellent dimensional stability with broader gluing and nailing surfaces • Lightweight (3.7 lbs/ft), cost-efficient and easy . Limited Lifetime Warranty to work with Hole Locations Allowable Trim Area(as indicated) " In addition,a 11/2"hole may be placed in the web of Cut to length from this end only. the joist between either and of joist and nearest hole. 0' 4'-2'h" T-5" 10'T1i' 12'-5" 14' 16' 18' 20' 22' 24' F 14' I I I C 16' I I Fv/ Nr.waa.w r I I 1 I 1 1 1 2 18� i; PW I CAI 0' T-3" 01 MW ARM- 22' ,wnsee.on # 7 24' „�..�..- I I I Exceptfor cutting to length,top and bottom flanges of the joist may not be cut or drilled. NO CUTS' NO CUTS TRIM AREA NO CORTAR NO CORTAR 'AREA M cORTAR WOOD BEAM® W I D E M A T T E R S'" GP 60 I and W1 80 THE NEW WI SERIES JOIST is the t SOLID SAWN WIDE FLANGE CHOICE! 21/2" and 31/2" Lumber Flange with FiberStrong® OSB Web An advanced pre-engineered wood product which utilizes Georgia-Pacific's technological expertise in wood fiber, resins, and adhesives. Georgia-Pacific Engineered Wood Products are delivered from the forest to our mills and to you through our nationwide distribution system. 40 PSF Live Load + 10 PSF Dead Load Improved Performance (L/480) Joist Joist Spacing(Simle Span) Spacing(Multile Span) ) Depth Series 12"o.c. 16"o.c. 19.2"o.c. 24"o.c. 12"o.c. 16"o.c. 19.2"o.c. 24"a.c. 11'/811 WI 60 22'-08" 20'-08" 19'-06" 18'-03" 24'-08" 22'-06" 21'-02" 19'-01" 1 • , 14" WI 60 25'-09" 23'-06" 22'-02" 20'-09" 28'-01" 25'-07" 23'-08" 19'-09" 16" WI 60 28'-07" 26'-01" 24'-07" 23'-00" 31'-02" 28'-01" 24'-09" 19'-09" 0 11 i t 16" WI 80 31'-04" 28'-06" 26'-11" 25'-01" 34'-02" 31'-01" 29'-03" 23'-11" For shipping weights contact Georgia-Pacific. 31/2"WI 80 NOTES: 21/2'WI 60--I 1.These span charts are based on uniform loads,as noted above; 11/2'2 X10 live load deflection is limited to U480 for better performance. Floor performance is greatly influenced by the stiffness of the floor joists.Experience has shown that joists designed to the i I code minimum live load deflection (U360)will result in a floor which may not meet the expectations of some end users.G-P strongly recommends floor spans for Wood I Beam joists be limited to those given above,which are based on 0480 live load --- --I deflection. (One-third stiffer than required by code.) 2. Spans are clear distances between supports,and are based on composite action with glued-nailed APA Rated Sheathing or Sturd-I-Floor of minimum thickness%2"(40/20 or 20 oc)for 21/2"or 31/1'X 11/2" joist spacing of 19.2"or less,or 1%2"(48/24 or 24 oc)for a joist Solid Lumber spacing of 24".Adhesive must meet APA AFG-01. If sheathing is Flange nailed only(not recommended),reduce spans by 12' 3. Minimum end bearing length is 1%'Minimum intermediate FiberStrong® bearing length is 3'/" OSB Web 4. End spans of multiple-span joists must be at least 40%of the adjacent span. \ 5. For loading other than that shown above,refer to Uniform Load Tables, use G-P FASTBeam,3 selection software,or contact G-P Engineered Lumber Technical Services. 6. Not all products are available at all distribution centers; contact G-P for availability. 'See complete Warranty for terms,conditions and limitations from: Georgia-Pacific Corporation,133 Peachtree Street,Atlanta,GA 30303. . 21/2"or 31/2"x 11/2" t Solid Lumber Flange WOOD SEAM® I u M B E It I http://www.gp.com/build/englumber " • ' fee HOLE LOCATION FOR SIMPLE SPAN JOISTS Do not drill or cut flanges. U chart See chart P� dlmenslan :- -note#4—►; ;j dimension-� Chart dimension is minimum distance in feet and Inches from inside face of support to nearest edge of hole(2-6 equals 2'-611). Joist Joist Circular Hole Diameter Depth Span 2" 3" 4" 5" 6Y" 7" 8" 8Y:" 9" 10" 10%" 11" 12" 12W ' 410 12' 0-6 0-6 1-0 2-0 3-0 9%" 3' 1MQ 16' 1-6 2-0 3-0 4-0 5-0 20' 0-6 06 1-0 2-0 3-6 14 0-6 0-6 1-0 1-0 1-6 2-6 3-6 0 113/8" 18' 0-6 1-0 1-6 2-6 3-6 4-6 5-6 6-0 - 22' 0-6 0-6 2-0 3-0 4-6 5-6 6-6 7-6 gut 26' 0-6 0-6 1-0 1-0 2-0 4-0 6-0 7-0 12' 0-6 0-6 1-0 1-0 1-0 1-6 1-6 1-6 1-6 2-6 3-0 s 16' 0-6 0-6 1-0 1-0 1-0 1-6 2-6 3-0 3-6 4-6 5-0 . .1-0 3-64-0� 14" 20' 0-6 0-6 1-0 1-0 2-0 3-0 4-6 5-0 5 6 6 6 7-0 U2-04 w 56 6p 24' 0-6 1-0 2-0 3-0 4-0 5-0 6-6 7-0 7-6 8-6 9-0 ME 0 28' 0-6 0-6 1-0 1-0 1-0 1-6 2-0 3-6 4-0 6-0 8-0 OIL 14' 0-6 0 6 1-0 ~1-0 1-0 1-6 1-6 1-6 1-6 2-0 2-0 2-0 3-6 4-0 AV— " 16' '� sl-0 -01-61-6 , r._ 18' 0-6 0-6 1-0 1-0 1-0 1-6 1-6 2-0 2-0 3-0 4-0 4-0 5-6 6-0 7770"" ., "� ... _,..�, 7-0 20SFr 0-6Of 1-0 1-0 ,1-0 i-6.rc 2-0.� 3-0 3-0 4-0 5-0 5-0 66 •de,� . rit'`��6f 's�'S""_- delusca.i.- ,.� ..mvteF.e.w.�a:a:�,_.w... . 010, 16" 22' 0-6 0-6 1-0 1-0 1-0 2-0 3-0 4-0 4-0 5-0 6-0 6-0 7-6 8-0 Jr.wuys ' 26' 0-6 0-6 1-0 21-0 3-0s 4-0 5-0 6-0 6-0 7-0 8-0 8-0 9-6 10-0 Zlii#a:` 0. 30' 0-6 0-6 1-0 1-0 1-0 1-6 3-0 4-0 4-6 6-0 7-6 7-6 9-0 10-6 i �F.32' ,a 0* NOTES: EXAMPLE: 1.Hole locations are based on Simple Span joists with uniform floor loads of Determine the allowable location of a 9"round hole in a 14"deep joist which 40 PSF live load and 10 or 20 PSF dead load,spans from pages 6 or 8. spans 20'. 2.A 1 2"hole may be placed anywhere in the web of the joist. Enter the chart in the left column and find 14"joist depth,move to the right 3.The longest side of a rectangular hole shall not exceed three-fourths the and find 20' in the joist span column and move across the chart to intersect allowable round hole diameter. the 9"round hole column.The nearest allowable location to either bearing is 4.For multiple holes:The clear distance between the holes must equal or 5-6 or 5'-6 exceed twice the diameter of the largest hole,or twice the longest side �J of a rectangular hole. " RAISED PAGE 1 SEALS ate: 04/02/2002 MANNING BUILDING SUPPLY LOG # : B0201 TRUSS DIVISION JOB #: JACKSONVILLE 71 alesman: JOHN FERGUSON Pitch: 7/12 Customer: BESTCON HOMES Job Name: #2166 am Address : 2440 South Beach Parkway Address : LOT 4 HIDDEN PARADISE Jacksonville Bch, FL. 32250 Designer: RON -------------------------------------------------------------------------------- Qtyl Span O.H. I O.H. Description -------------------------------------------------------------------------------- 1 3 ' 8"8 1 ' 6" 0 ' T1 DTC Mono Gable 5 3 ' 8"8 1 ' 6" 0 ' T1 Mono 1 3 ' 8"8 1 ' 6" 2 ' T2 DTC Mono Gable 5 3 ' 8" 8 1 ' 6" 2 ' T2 Mono 1 6 ' 2" 12 1 ' 6" 0 ' T3 DTC Mono Gable 4 6 ' 2" 12 1 ' 6" 0 ' T3 Mono 3 4 ' 10"8 116" 0 ' T4 Mono Girders 1 17 ' 10"12 1 ' 6" 0 ' T5 DTC SGE Mono Vlt 2 17 ' 10"12 1 ' 6" 0 ' T5 Mono Vlt 1 25 ' 4" 12 1 ' 6" 0 ' T6 DTC SGE Mono Vlt OR 2 25 ' 4" 12 1 ' 6" 0 ' T6 Mono 3 17 ' 116" 0 ' T7 Mono 2 19 ' 4" 116" 0 ' T8 Mono „ 1 ' 25 ' 4" 12 1 ' 6" 0 ' T9 Mono 1 42' 7"8 1 ' 6" 116” T10 DTC Gable Vlt 4 42' 7"8 116" 116" T10 Vit 2 42' 4" 116" 0 ' T11 Vit " 1 5 ' 8" 8 116" 1 ' 6" T12 GE 1 5 ' 8" 8 0 ' 0 ' T12 Girder 1 10 ' 8" 116" 116" T13 DTC Gable 1 1018" 0 ' 0 ' T13 Girder 1 30 ' 9" 116" 0 ' T14 DTC Gable Vlt 2 30 ' 9" 1 ' 6" 0 ' T14 Vit 1 30 ' 9" 116" 0 ' T15 DTC SGE Vlt 2 30 ' 9" 116" 0 ' T15 Vit 3 39 ' 3"8 0 ' 0 ' T16 Common 2 36' 11"8 0 ' 0 ' T17 Vit 1 40 ' 8" 0 ' 0 ' T18 DTC SGE Vlt 1 12' 8"5 0 ' 0 ' Piggy Peak T18 GE 28 A A= HUS26 1-ply Truss Hanger ** Hardware Roof ** 2 UL5 UL5= HTS20 20" Twist Strap ------- ------------------------------------------------------- ---------------- - 55 Trusses 30 # of Hardware 0 - # of I-Joist 1 - Piggy' s 0 - Jacks 0 - # of Beams 0 - # of Rim Board .-------------------- 56 - Total Trusses MR HARDWARE SCHEDULE REACTIONS PLATE OR TRUSS OR MARK PRODUCT CODE FLOOR ROOF UPLIFT HEADER JOIST NOTES A HUS 26 278 332 155 (14) 16d (6) 10d X 1.5 TRUSS B HUS 28 338 358 200 (22) 16d (8) 10d X 1.5 TRUSS C HGUS 28-2 624 781 265 (36) 16d (20) 10d X 1.5 2 PLY TRUSS D HGUS 28-3 624 781 265 (36) 16d (12) 16d X 1.5 3 PLY TRUSS E SUL/R 26 80 100 76.4 (6) 16d (6) 10 d X 1.5 TRUSS F SUL/R 210 133 166 125 (16) 16d (10) 10d X 1.5 TRUSS G LSSU 210 96 120 62 (10) 10d (7) 10d X 1.5 TRUSS H THJA 26 219 274 134 (16) 16d (5)10d+(7) 10d HIP JACK I THA 422 363 414 155 (22) 16d (6) 10d X 1.5 SYS 42 J SUR/L 410 186 233 127 (16) 16d (10) 16d SYS 42 K IUT 312 1360 120 24 (14) 10d (2) 10d X 1.5 I-JOIST L IUT 312-2 185 232 90 (16) 16 (6) 10d DBL I-JOIST M MIT 316 240 (12) 10d X 1.5 (2) 10d X 1.5 I-JOIST N SUR/L 310 186 178 72 (14) 16d (6)10d X 1.5 I-JOIST ( 0 SUR/L 314 239 179 96 (18) 16d (8)10d X 1.5 I-JOIST P LSSUH 310 138 105 99 (14) 16d (12)10d X 1.5 I-JOIST Q HU 11 218 227 92 (22) 16d (6)10d X 1.5 1 PLY LVL R HGUS 48 547 684 583 (36)16d (24) 16 d 2 PLY LVL S HGUS 412 953 1133 478 (56) 16d (36) 16 d 2 PLY LVL T HGUS 412 L 8512 1064 875 (56) 16d (36)16 0 2 PLY LVL U HGUS 412 R 8512 1064 875 (56) 16d (36) 16 d 2 PLY LVL V I HUC 412 6102 6801 310 (56) 16d (36) 16:d 2 PLY LVL W HGUS 5.25/12 953 11335 478 (56) 16d (36) 16 d 3 PLY LVL X HGUS 7.25/12 9535 9665 478 (56) 16d (36) 16 d 4 PLY LVL ULl H16S NA NA 160 (10) 10d (2) 10 d TRUSS UL2 H16 NA NA 160 (10) 10d (2) 10 d TRUSS UL3 H16-2 NA NA 160 (10) 10d (2) 10 d 2 PLY TRUSS UL4 MTS 12 NA NA 100 (7)10d EA. SIDE NONE TRUSS UL5 HTS 20 NA NA 145((10)10d EA. SIDE NONE 2 PLY TRUSS UL6 MSTA 36 1995 213 26) 10d TRUSS UL7 MGT NA NA 420( (22) 10d PLUS UL8 UL8 PHD 5 NA NA 4500 14 SDS 1/4X3 ADD UL7 TBS 2-24 4) 10d X 1.5 TRUSS BRACING 12 BRITE COM 1-3/8 TRUSS NAIL 3/4 X 023 BANDIN 1 SNAP ON SEALS 13' 6'4"8 27'3"8 15'4 T3 GE T I I BUILDER TO CONY. FRAME ROOF, VALLEYS K'3 g AND O.HANGS AS NEEDED. T3 j TIE) BUILDER TO FRAME DOWN CEILINGS m Ledg.r W I RS NEEDED. m T4 1 Tit BUILDER TO BUILD UP WALLS TO N IBM. � � MATCH TRUSSES AT HIGHER PLT HT. 1 TIO ALL WALLS SHOWN ARE LORD BEARING UNLESS NOTED OTHERWISE. TI dE T1g GE = I � TO I 1 TS N s 9' m T1 L-- 0 T7 PITCH 7/12 �I OHANG 18- L� --------------I r------------- TIS -----------TIS I I T6 T15 GE T2 L.dg— TR rF JOB: B0201 BESTCON o LOC: LOT 4 HIDDEN PRRIDISE Ti4 Ts PLAN: #2166 i Ln I DESIGNER: RON BERLIN —++J 12 6L I 30.9- �- 1a z"e -7 10"—�--7 s--+ MANNING BLDG . SUPPLIES p 11155 PHILLIPS PKWRY PH# 268-8225 16'8"8 JAX. FLA. 32256 y i AA! Vol i ��^ Vol �r r --' I� .'' � I -"i -�� / , . II __.\ �� \ ',1 (60201-#2166 - Ti DTC Mono Gable) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SP #2 N 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. SPECIAL LOADS RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 108 PLF at 0.00 to 108 PLF at 3.71 SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. BC From 4 PLF at -1.65 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 3.71 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W1.5X4 III 7 T T W2X4(Dl) 2 2-3 2-2-3 8-1-2 W1.5X4 III 3-8-8 Over Continuous Support R=133 PLF U=70 PLF W=3-8-8 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 1 '5d _ FL/-/3/-/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 R151-69261 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 101 CHORD SHALL HAVE PROPERLY ATTACHED T C DL 7.0 P S F DATE 03127102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. „�, **IMPORTANT** FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. AL P]NE ENGINEERED FFF B C D L 5.0 P S F D R W HCUSR151 02086186 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO I -% �',� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND S q3' B C L L 10.0 P S F HC-ENG M N M/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN _ 82 i SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO s 9: S.� T 0 T.L D. 4 2.0 P S F S E Q N - 6685 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING V/�. �(�pt�p'� D U R.FAC. 1.25 FR0M R 0 N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS s 17 J( p TIHUn Clty,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Mar��yL�•I �Pv SPACING S E E ABOVE FL Certificate ofAuthorizat N567 ANSIITPI 1 1998 SECTION 2. 'sf• ,, (60201-#2166 - T1 Mono) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 9.05 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W1.5X4 III 7 T T 2-6-4 2-6-4 8-1-2 W1.5X4 III W2X4(A1) 1-6-0 3J 8 Over 2 Supports R=289 U=212 W=3.5" R=114 U=180 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5(1 FL/-/3/-/E/-/- Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T TC LL 20.0 P S F R E F R 1 5 1--6 9 2 6 2 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO r C DL 7.0 P S F DATE 0 3/2 7/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. b *'IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j�rj R C DL 5.0 P S F D R W HCUSR151 02086187 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ��.•.r• �� .o BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND '• Z $C L L 10.0 P S F HC-ENG M N M/M M A ALPINE BRACING OF TRUSSES. TNIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO �. •Q TOT.L D. 42.0 P S F S E 0 N - 6687 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER L t� DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING :C/s_•.�[Ot1idP a1�� ULR.FAC. 1.25 FROM R0N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS p •, \ l-IHtnCS�'ItY,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M d(- •1 �1� SPACING FLCettificateofAuthorization#567 ANSI/TPI 1 1995 secuory z. '��"MMW ,. 24.0" I '. ,1 (60201-#2166 - T2 DTC Mono Gable) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. SPECIAL LOADS SEE DWGS A12015EC0901 & GBLLETIN1001 FOR MORE REQUIREMENTS. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 108 PLF at 0.00 to 108 PLF at 5.56 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BC From 4 PLF at -1.65 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 3.71 BC From 4 PLF at 3.71 to 4 PLF at 5.56 0-4-1 W1.5r1II � +11-0-4 7 � R=70 U=180 3-3-3 :A W2X4(D1) 8-1-2 W1.5X4 III 0 1-12 –5-6-12 Over 2 Supports--� R=175 PLF U=93 PLF W=3-8-8 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19,5x;' ; FL/-/3/-/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 R151-69263 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ` INSTITUTE, 583 D'ONOFRI0 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO t PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ,— . , T C D L 7.0 P S F DATE 03/27/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -••:^•I• BC, DL 5,0 PSF DRW HCUSR151 D2DB61B8 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ,} �.�'F' PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ( •� •,�,( BUILD INE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND t J V r D(� L L 10.0 P S F HC-ENG M N M/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S * TUT.L D. 42.0 P S F S E Q N - 6689 CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORSR I TO .�� , EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATES DRAWING ID ON THIS DESIGN, POSITION CONNECTORS PER F •1 i6V Alpine Engineered Products,Inc. RESPONS[B[DRAWINGS 60ITY SOLELYTFORHE STHE TRUSSEA ON ICOMPONENT DEOSIGNTSHOWNCEPTANHE OSUITABILITYOAND USEIOfETH[S ��n.f1QN�P,.\��c, D U R.FAC. 1.25 F R 0 M R 0 N Maines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Ma'rl' RQ�i6' SPACING SEE ABOVE ANSI/TPI 1-1995 SECTION 2. FL Certificate of Authorization#567 ��hhh (60201-#2166 - T2 Mono) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 9.59 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 0-4-1 -IF 4 5 A R=36 U=180 3-7-4 Fen 8-1-2 W1.5X4 III A, W2X4(A1) 1-12 lF 1-6-0 3-7-0 �--1-10-4 - —5-6-12 Over 3 Supports R=280 U=180 W=3.5" R=194 U=194 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.1(1�� FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REDIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F REF R151—69264 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED DY TPI (TRUSS PLATE INSTITUTE, THES563 E FUNCTIONS. UNLESS OTHERWISE INLI DR., SUITE 200, MADISON, WATED, TOP CHORD I 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING ~� T C D L 7.D P S F DATE 03127102 DICSHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V.T�•«••.., p **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �'� � RC DL 5.0 PSF DRW HCUSR151 02086189 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY BE VI FROM THIS DESIGN; ANY FAILURE TO '• BUILD 7HE TRUSSES [N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ,� L eHOL a r L L 1 0.O P S F HC-ENG M N M/MMA 7ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PR OY ISIONS OF NDS (NATIONAL DESIGN = • t SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER By AND TPI. ALPINE ✓< Z CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO i • ` .� 1 0 T.L D. 42.0 P S F S EON - 6691 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER G}�F.�, P�"�ti/ DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING z '•�1'OPAD D U R.FAC. 1.25 FROM R O N Alpine Engineered Products,Inc, RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �CJ Haines City,Fl, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Certificate Of AUt11017TatiOn0567 ANSI/TPI 1 -1995 SECTION 2. Mar E SPACING 24,0" (60201-#2166 - T3 DTC Mono Gable) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. SPECIAL LOADS RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 1.81 SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. TC From 108 PLF at 1.81 to 108 PLF at 6.23 BC From 4 PLF at -1.65 to 4 PLF at 0.00 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BC From 30 PLF at 0.00 to 30 PLF at 6.23 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE HANGER= SIMPSON'S HUS26 ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND FILL ALL NAIL HOLES. SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE NOTE: DESIGNED BY THE BUILDING DESIGNER. SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. CATALOG FOR PROPER APPLICATIONS. W1.5X4 III BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. W1.5X4 III 7 W3X3 2 3-7-14 3-7-14 W1.5X4 III 8-1-2 W1.5X4 III W1.5X4 III W4X6= W1.5X4 III IF 1-6-0 3J �-6-2-12 Over 2 Supports R=479 U=254 W=3.5" R=374 U=198 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL/-/3/-/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 8 1 5 1--69265 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TO a~ T C D L 7.0 P S F DATE O 3/2 7/O 2 PERFORMING THESE FUNCTIONS. UNLESS O7HERWI SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED - STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .-•,,,.••.••_ **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED S�F� '7� B C D L 5.0 P S F D R W HCUSR151 02086190 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO p ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND C L L 10.0 P S F HC-ENG M N M/MMA BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN = 1 T j SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MAGE OF 20GA ASTM A653 Gft40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS 70 �• +�.�. '� T 0 T.L D. 42.0 P S F S EON - 6696 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER { *% P f•'� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING C/ �• QR�Q,; D U R.FAC. 1.2 5 FROM R O N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS s sy Haines City,FL 11844 COMPONENT FOR ANY PARTICULAR BUILDING IS TME RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a r A o'KG SPACING S E E ABOVE FL CertificateofAuthoti u..#567 ANSI/TPI 1-1995 SECTION 2. (B0201-#2166 - T3 Mono) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 9.79 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 BCOL=2.5 PSF. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W1.5X4 III 7 (— 3-11-14 f� in 8-1-2 W1.5X4 III W2X4(Al) = Ctylybn L<1-6-0 3J �6-2-12 Over 2 Supports R=382 U=227 W=3.5" R=232 U=180 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL/-/3/-/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 R151--69266 8RACING. REFER TO MIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PL A7E INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO T C D L 7.0 P S F DATE 0 3/2 7/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HA4E PROPERLY ATTACHED + � udh STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED IF BC DL 5.0 P S F D R W HCUSR151 02086191 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �••+*•• l�: BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND f`- ` L L 10.0 P S F HC-ENG M N M/MMA ALPINE BRACING OF TRUSSES. TH15 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN =; f SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T.L D. 42.0 P S F S E Q N - 6698 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Its` Alpine Engineered Products,Inc. RESPONSIDRAW NG SBI60TY SOLELYTFORSI AL TME ORUSSICOMPONENT DES DRAWING I N SIGNIC TSHOWNES CEPIATHE OSU[TABILITYROFESSIOAND USENAL IOFNE ERI THIIS i FK.O�, � D'U R.FAC. 1.25 FROM R 0 N Hemel City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS TME RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a1 �E{ �� SPACING 2 4,O" FL Certificate OfAUth0rizBtlOn�567 ANSI/TPI 1-1995 SECTION 2. (B0201-#2166 - T4 Mono Girders) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x10 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. SPECIAL LOADS DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 4.88 BC From 4 PLF at -1.65 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 6.67 TC 436 LB Conc. Load at 4.88 W1.5X4 III 7 F-- 3-2-7 W5X5(A1) 0-9-4 W3X8 III —F 12 LE 1-6-0 �+ �6-8-0 Over 2 Supports R=508 U=269 W=3.5" R=482 U=255 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.54 FL/-/3/-/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 R151--69267 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FD NCTION S. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `1 T C D L 7.0 P S F DATE 03/27/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. S �..•...._ A. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED S H .. BC DL 5.0 PSF DRW HCUSR151 D2D86I92 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TOS 1�;,�a BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B V L L 10.0 P S F HC-ENG M N M/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALLA. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO s 9 t - pf� Fes' TOT.L D. 4 2.0 P S F S E Q N - 6700 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER {('%-.� `' j Alpine Engineered Products,hic. RESPONSIBILDRAWINGS 6ITY SOA Z'LELYTFORHE SEA LTHE TRUSSON IC0MPONENT DES DRAWING DSIGNTSHOWNCEPTATHE CE OSUITABILITYOAND USEIOFETHIIS ?�y ....... D U R.FAC. 1.25 FROM R O N Baines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a r JRE0 SPACING S E E ABOVE FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. .. (60201-#2166 - T5 DTC SGE Mono Vlt) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #1 Dense LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. SPECIAL LOADS RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 3.40 SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. TC From 108 PLF at 3.40 to 108 PLF at 17.90 BC From 4 PLF at -1.65 to 4 PLF at 0.00 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BC From 30 PLF at 0.00 to 30 PLF at 17.60 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE W5X12 DESIGNED BY THE BUILDING DESIGNER. W3X6 III 3-10-5 + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. W3X5 i BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 14-8-6 HANGER= SIMPSON'S HUS26 7 r + FILL ALL NAIL HOLES. W 3 X 5 i Cer71�� T2 10-5-8 NOTE: + W5X5 SPECIFIED HANGER(S) BASED ON SOUTHERN PINE + LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT W3X5% J 4.5 CATALOG FOR PROPER APPLICATIONS. + W N S W3X8� + W3X5 + W3X8% +8-1-2 R=1208 U=570 W=3.5" R=1160 U=547 �— 17-10-12 Over 2 Supports J Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19W.5111 FL/-/3/-/E/-/- Scale =.25" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--69268 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TEL (TRUSS PLATE INSTITUTE, 563 D'ONOFRIO DR., SUITE 200, MADISON, MI- 53719), FOR SAIETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED . T C D L 7.0 P S F DATE 03/27/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. B C D L 5.0 P S F D R W HCUSR151 02066212 *IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �QtIF1 �y PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEY IATION FROM THIS DESIGN; ANY FAILURE TO �• 1�`� BUILD TME TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 10.0 P S F H C-E N G M N M/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PR OPISIONS OF NOS (NATIONAL DESIGN _ j Z SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALL t CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO �� •�4 T 0 T.L D. 42.0 P S F S E 0 N - 6712 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER R-' OUR.FAC. 1.2 5 FROM R O N DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING l�l ".FL IQP:��{I Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USF OF TNIS y G Ilaims City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Mar SPACING SEE ABOVE FL Certificate of Authorization#567 ANSI/TPI 11995 SECTION 2. w....w�" (B0201-#2166 - T5 Moho Vlt) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SP #2 N 120 MPH WIND, 13.19 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. SHIM ALL SUPPORTS TO SOLID BEARING. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: W1.5X4 III SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W 6 X 8% 4-2-6 W3X5% � 14-8-6 15-11-15 7 r � W5X5 LEI 10-9-9 W 3 X 5 4.5 10-10-5 W1.5X4 III -,k-8-1-2 W 8(A1) 7-9-12 _I 17-10-12 Over 3 Supports R=406 U=180 W=3.5" R=793 U=429 W=3.5" R=396 U=259 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.54 FL/-/3/-/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 R151-69269 BRACING. REFER T? HIB (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED G T C D L 7.0 P S F DATE 03/27/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 5.0 P S F D R W HCUSR151 02086193 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ••. •lF,. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND E •Gy' I B C L L 10.0 P S F HC-ENG M N M/M M A 7ALPINE BRACING 1) TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE *d CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO A�. r ne tQ TOT.L D. 4 2.0 P S F S E Q N - 6725 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Yr DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��•'•i(�gt .•�4s4- D U R FAC. 1.25 FR0M R 0 N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUI TA8IL ITY AND USE OF THIS S�U ^\ Maines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OE SIGNER, PER M 3r- ( �V� SPACING 2 4,O" FL Certificate of AuthorizationH567 ANSI/TPI 1-1995 SECTION 2. (80201-#2166 - T6 DTC SGE Mono Vlt) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.21 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 :W6 2x4 SP #2 N: WIND BCDL=2.5 PSF. SPECIAL LOADS RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 3.54 SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. TC From 108 PLF at 3.54 to 108 PLF at 25.40 BC From 4 PLF at -1.65 to 4 PLF at 0.00 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BC From 30 PLF at 0.00 to 30 PLF at 25.10 SHIM ALL SUPPORTS TO SOLID BEARING. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE W H 5 i ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS 5-5-1 LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. W3X5 HANGER= SIMPSON'S HUS26 W5X5 17-6-2 FILL ALL NAIL HOLES. illi r \ NOTE: 7 W + W5X5% L67Y'b72 , 14-10-0 SPECIFIED HANGER(S) BASED ON SOUTHERN PINE W3X5 LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT + 13-8-13 CATALOG FOR PROPER APPLICATIONS. W H 5 i J 4.5 W3X5 W3X3% + W5X5 W3X5 W3X8 + + 8-1-2 W3X8 R=44 PLF U=17 PLF W=15-7-8 R=2540 U=981 W=3.5" R=168 U=180 PE6�JE 15-5-12 J 25-4-12 Over 3 Supports J Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.54 FL/-/3/-/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 R151--69270 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED 8Y TPI (TRUSS PLATE INSTITUTE, 583 D'ON OFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 P S F DATE 03/27/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. p **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED `'.'7� BC DL 5.0 P S F D R W HCUSR151 02086213 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO },j Q►� BUILD THE TRUSSES IN CONFORMANCE NITN TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND f '•••••• r•�� ALPINE BRACING OF TRUSSES. THIS DES[GN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN $t �4; B C L L 1 0.0 P S F H C E N G M N M/MMA SPECIE ICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 1 CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO 1'D'y � I O T.L D. 42.0 P S F S E Q N - 6740 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 1�� I1, B DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGSNEERING h ��T/��Ap1QP:;�(r O U R.FAC. 1.25 FR0M R 0 N AI uie n ineered Products,Inc. RESP ON S I8ILITY SOLELY EOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS S' 4711 Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a rB /�RQ S P A C I N G S E E A B O V E FL Certificate Of All[IIOr173tlOn#567 ANSI/TPI 1-1995 SECTION 2. (60201-#2166 - T6 Mono) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SP #2 N 120 MPH WIND, 15.38 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. SHIM ALL SUPPORTS TO SOLID BEARING. HANGER= SIMPSON'S HUS26 W1.5X4 III FILL ALL NAIL HOLES. NOTE: W3X5 ie- SPECIFIED SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT 5-9-2 CATALOG FOR PROPER APPLICATIONS. W6X8% W3X5% 17-6-2 7 r W5X5 anitYL . 15-2-1 W3X5 W1.5X4 = 13-8-13 W3X5 — 4.5 W6X8 8 1-2 W3X8(A1) h 601E ,I 15-5-12 25-4-12 Over 3 Supports R=561 U=180 W=3.5" R=1536 U=753 W=3.5" R=128 U=180 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL/-/3/-/E/-/- Scale `:WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151--69271 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO T C D L 7.0 P S F DATE 03/2 7/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INO IC AWED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `Q�� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ....... .� *'IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t " BC DL 5.0 PSF DRW HCUSR151 02086194 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO !!! f'�; BUILD THE TRUSSES IN CONFORMANCE KITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND + Z F�: BC LL 10.0 P S F HC-ENG M N M/MMA ALPINE BRACING OF TRUSSES. TM IS DESIGN CONFORMS WITH APPLICABLE PR OV SI SONS OF NDS (N ATIUNAL DESIGN 8 f t !M SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND NPS. ALPINE t�: �Q TOT.L D. 4 2.0 P S F S E O N - 6748 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO �. t: EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ��, IING Alpine Engineered Products,Inc. RESPONSIBI607Y SOLELYTHE FORSEA THE OTRUSSTHE COMPONENi DE3IGNFOATSHOWryCEPTATHE SUITABILITYESS I UAND USENAL IOFETMIS S L O.�,..'t� D U R.FAC. 1.25 FROM R O N I-I8ll1eS Cliy,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY OF TME 80ILOING DESIGNER. PER SPACING 2 4,0" FL Ce Hai` to ofAuthorizatlon#567 ANSI/TPI 11995 SECTION 2. Mar r (B0201-#2166 - T7 M0110) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 12.93 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W2X5 III 4-1-7 W6X8 14-3-0 7 x- 10-3-5 W1.5X4 = W5X5 J 4.5 W 3 X 5 ji� 8-1-2 W 8(A 1) 1L 6-°0 17-0-0 Over 2 Supports R=824 U=291 W=3.5" R=696 U=427 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19„5d FL/-/3/-/E/-/- Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C LL 20.0 P S F R E F R151--69272 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONDFRIO OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRI OR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATEO. TOP CHORD SHALL HAVE PROPERLY ATTACHED - TC DL 7.0 P S F DATE 03/27/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. J� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Pl._ BC DL 5.0 P S F D R W HCUSR151 02086195 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO •�•1�•� ••}}'�7 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; 00. FABRICATING, HANDLING, SHIPPING, INSTALLING AND + r I ( _♦lf' BC LL 10.0 P S F HC-ENG M N M/MMA 7ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN t f gQr }}•, l SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE i ' TOT.L D. 42.0 P S F S E A N - 6755 CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO F :•� M- J(_ EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �4►'/In•:�(',p6�:: D U R.FAC. 1 .25 FROM R 0 N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS R{�l R.•• ' dailies City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER M a r.B, 9�.� SPACING 2 4,0” FL Certificate of Authorization#567 ANS I/T P1 1-1995 SECTION 2. ., - (B0201-#2166 - T8 Mono) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 13.61 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #1 Dense :B2 2x4 SP #2 N: LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W2X5 III 4-7-4 W3X5 15-1-8 7r 11-7-10 W5X5 W6X6 B2 J 4.5 W6X8 8-1-2 W 8(Al) 1LE -I IE 19-4-0 Over 2 Supports —� R=915 U=296 W=3.5" R=801 U=468 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.54 FL/-/3/-/E/-/- Scale =.25" Ft. *B RACING —WARNING— TRUSSES TO HIB-91 (HANDLING INSTALLINGEME CARE IN AND BRACING)HANDLING, AN PUBLISHE DH B YP TP I INSTALLING PLATED TC LL 20.0 PSF REF R151--69273 INSTITUTE, 583 D'ONOFR IO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO TC DL 7.0 PSF DATE 03/27/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ` STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �J , p **IMPORTANT** FURNISH A COPY OF THIS OESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED .104 D C D L 5.0 P S F D R W HCUSR151 02086196 PRODUCTS, INC. SHALL N01 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS BE IGN; ANY FAILURE TO )f� �•••• '' BUILD TME TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND )if� ..*•R4; ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 2 r 4� DC LL 10.0 PSF HC ENG MNM/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO j� ' '� T 0 T.L D. 42.0 P S F S E Q N - 6760 EACH FACE OF TRUSS, AND UNLESS OTHERNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING :V�j�• 18��Q��"s► DURFAC 1.25 FROM RON Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS Lh �y ..i• T3aine5 City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M aT• FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. .» SPACING 24.0" _11 t `' (B0201-#2166 - T9 Mono) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 12.53 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W1.5X4 III WH5% 3-10-0 13-8-13 7 F- 9-5-11 9-5-11 W1.5X4 = W5X5 —� 4.5 W 3 X 5 8-1-2 W3X8(A1) [,1-6-0,j LE 15-7-8 Over 2 Supports —� IR=766 U=286 W=3.5" R=637 U=404 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19..54 FL/-/3/-/E/-/- Scale =.3125" Ft. xCTRUSSES RHIECARE IN FABR I CATION, HANDLING. SHIPPING, INSTALLING �! TC LL 20.0 PSFBRANG. REFERTO HIB91 (HANDLING AND BRING) PUBLISHED BY (TRUSS REF R151--69274 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 PSF DATE 0 3/ 27/ 0 2 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 5.0 P S F D R W HCHSR151 02086197 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY fAI LUftE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND �•'• •� ALPINEBRACING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN Z t B V L L 10.0 P S F HC-ENG M N M/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO s p TOT.L D 42.0 P S F SEAN - 6764 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •Q DRAWINGS 160 A . THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING >�, FI BA�+Pf OUR.FAC. 1.25 FROM R O N Alpine Engineered Products,IRC. RESPONSIBILITY SOLELY FOR THE TR BSS COMPONENT DESIGN SHOWN. ME SUITABILITY ANO USE OF THIS S IlallleS t:ltY,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPO NS[B IL ITY OF THE BUILDING DESIGNER, PER M a r ` ENG`3! SPACING 2 4.0" FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. ", (B0201-#2166 T10 DTC Gable Vlt) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 16.39 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. SPECIAL LOADS SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 3.54 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TC From 108 PLF at 3.54 to 108 PLF at 39.09 TC From 54 PLF at 39.09 to 54 PLF at 44.27 SHIM ALL SUPPORTS TO SOLID BEARING. BC From 4 PLF at -1.65 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 42.63 W5X7 BC From 4 PLF at 42.63 to 4 PLF at 44.27 W3X5 W3X5 --j 7 W3X6 W3X6 UX5% W3X6 II W5X7 7 r 6X8� 4.5 ` W3X8� 17-2-6 W 3 X 8 W3X5 W3 6 III W5X7 W3X6 J 4.5 WH6 R=190 PLF U=80 PLF W=42-7-8 W5X12 29-5-6 13-2-2 1 6 0 33 11 9 8-7-15 1-6 0 FE 42-7-8 Over Continuous Support Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL/-/3/-/E/-/- Scale =.1875" Ft. *BRA CNG. *REFERR TO NIB 9(IU IR(HANDLING INSTALLINGEME CARE ANDAND BRACING)HANDLING,U BI SHEDH B YP TP I INSTALLING PLATE D TC LL 20.0 PSF REF R151--69275 INSTITUTE, 583 D'ONOFRI0 DR„ SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ` T C D L 7.0 P S F DATE 0 3/27102 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED V IJta wt STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED a�taF BC D L 5.0 P S F D R W HCUSR151 02086198 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND y ��v •�� ) p i ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN BC LL lO.O PSF HC ENG MNM/MMA SPECIFICATION PUBLISHED BY TME AMERICAN PUREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO t?�: 'Q TOT.L.D. 42.0 P S F S E O N - 25790 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER l�.� •� Alpine Engineered Products,Inc. RESPONSIBlDRAWING OTY SOL ELYTFORHE STHE EAL OTRUSSTHIS COMPONENT DESIGNTES SHOWNCEPTANCE THE OSUIIABllIiYOAND UNAL SE IO FETHNS ;�,SS'Tp•. R.ipP DUR.FAC. 1.25 FROM RON Hama City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER !r � FL Certificate of Authorization#567 ANSI/TPI 11995 SECTION 2. Mar �� .* SPACING SEE ABOVE _ t t t' _ . (B0201-#2166 - T IC> THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 16.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.25" DUE TO LIVE LOAD AND (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. 0.10" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. W5X7 W5X5(R) W6X6% W6X6 7 W3X6 W 3 X 8 7 r 4.5 17-7-0 17-6-7 W6X8 W6X8 WH6% A) W3X8(A1) 4.5 W 6 X 6 �13-8-13 W6X6 F W 5 X 7 W2X5 in �8-1-2 W3X8(Al) 1-6-01-6-0 15-5-12 ,I I� 29-5-6 I 13-2-2 f 33-11-9 T 8-7-15 fE 42-7-8 Over 3 Supports R=365 U=180 W=3.5" R=2365 U=926 W=3.5" R=1032 U=404 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.50 FL/-/3/-/E/-/- Scale =.125" Ft. *8RACNGNO*REFERRTD HIBRECLINE (HANDLRINGECARE INSTALLIING AND BRACING)HANPUBLISHED BYSHIPPING, TPI IN(TRUSSIPLATEAND TC LL 20.0 PSF REF R151--69276 INSTITUTE, 583 D'ONO FRIG DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO c� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOIC ATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `, TC DL 7.0 PSF F DATE 03/27/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 5.0 P S F D R W HCU$�IS� D2D$6199 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO E BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND a! ALPINE BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN i • IM t BC LL 10.0 P S F HC-ENG M N M/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE •Q T 0 T.L D. 4 2.0 P S F S E A N - 6771 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EA CEPT AS NOTED. APPLY CONNECTORS TO L 9•. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER } /��•. S DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING :V/ �:F� {IdT'' Alpine Engineered Products,IDC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN USE OF THIS (�� D U R.FAC. 1.25 FROM R 0 N Ilames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER N SPACING 2 4.0" FL Certificate of Authorization#567 ANSI/TPI 11995 SECTION 2. Mar ( E,r•'� (B0201-#2166 - T11 VIt) III IS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 16.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.24" DUE TO LIVE LOAD AND (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. 0.10" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. W5X7 W6X6% W5X5(R) 40 W6X6 W3X6= W3X8 0-5-1 7 r 4.5 -1 17-8-5 17-6-7 W6X8� W6X8 W6X6% W3X8(F2) A) W6X6 0 �13-8-13 J 4.5 W6X6� W 5 X 7 W2X5111 8-1-2 W3X8(Al) 1-6-0 15-5-12 L 29-5-6 _I_ 12-10-10 I� 33-11-9 T 8-4-7 42-4-0 Over 3 Supports R=376 U=180 W=3.5" R=2343 U=923 W=3.5" R=928 U=304 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d_ FL/-/3/-/E/-/- Scale =.125" Ft. "WARNING— BRAT NG. REFER TOES HIB-9 (HANDLINGS CARE INSTALLING AND ANDC BRACING)HANDLING,PUBISNE OH B YP TP I INSTALLING PLATED TC LL 20.0 PSF REF R151--69277 INSTITUTE, 583 D'ONOFRI0 DR., SU1 TE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PH TOR TO ,.pMM TC DL 7.0 PSF DATE 03127102 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ►`-` •.1. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ay **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t) E •' R C D L 5.0 P S F D R W HCUSR151 02086200 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO , . :J_�r�►• f BUILD THE TRUSSES IN CONFORMANCE IT TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND =VV` i C L L 10.0 P S F HC-ENG M N M/MMA ALPINE BRACING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE )) j CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO 1'p TOT.L D. 42.0 P S F S E A N - 6775 EACH FACDRAWING SE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POCE SITION C'ONNEC TORS PERSn�nS. ��y( Alpine Engineered Products,Inc. RESPONSIBILITY SOLELYTFOR STHE OR USSIC COMPONENT DESIGN INDICATES SHONNCEPTANHE OSUITABIL SUITABILITY USEIOFETHNS e�/�u n`9Ar DUR.FAC. 1.25 FROM RON TIH1I1eS City,FL 33$4t} COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER MaA"XI9�'�,7 v SPACING 24.0" FLCertificateofAuthorization#567 ANSI{TPI 1-1995 SECTION 2. 4'•�.....ra ` ,_ (80201-#2166 - T12 GE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MER. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 18.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. SPECIAL LOADS SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 108 PLF at 0.00 to 108 PLF at 5.71 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BC From 4 PLF at -1.65 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 5.71 BC From 4 PLF at 5.71 to 4 PLF at 7.36 7 F—W4X4 W2X4(D1) = 7 W2X4(Dl) T8-14 0-0-4 17-7-0 W1.5X4 III I. 2-10-4 ,I 2-10-4 I t5-8-8 Over Continuous Support R=138 PLF U=73 PLF W=5-8-8 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5c! FL/-/3/-/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 PLATE T C L L 20.0 PSF R E F R151--69278 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 03127102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. y•..•......7T —IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �+` t ETC DL 5.0 PSF DRW HCUSR151 02086201 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO . ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN j # j j A 8 C L L 10.0 PSF HC-ENG M N M/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 4 t CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO '��° OF J��. T 0 T,L D. 4 2.0 P S F S E Q N - 6777 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING iV%f�•�� R_,� C U R.FAC. 1.2 5 FROM R O N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ... �� Haines City,FL 33544 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. Mar [+y.,, ,,,,r SPACING SEE ABOVE t f t t f i t t t t I t 9 t V , (B0201-#2166 - T12 Girder) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 18.77 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x8 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. GIRDER SUPPORTS 27-4-0 SPAN TO BC ONE FACE AND 2-0-0 SPAN TO DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TC/BC SPLIT OPPOSITE FACE. W4X4 7 F— T 7 I 2-0-4 Am 17-7-0 W04(A1) = W4X4(Al) L. 2-10-4 _1— 2-10-4 _I �5-8-8 Over 2 Supports—� R=1741 U=534 W=3.5" R=1741 U=534 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d —FL/-/3/-/E/-/- Scale =.375" Ft. *BRACNGG *REFERRTOSHIB-901UIR(HANDLINGEINSTALLIINGAAND BRACNI,NG)HANPUBILISHEDHBYPT I IN(TRUSSI PGL ATED .,.� TC LL 20.0 PSF REF R151--69279 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TAP CHORD SHALL HAVE PROPERLY ATTACHED G �� TC DL 7.0 P S F DATE 03127102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. � Lam";iqS "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j' 1+ B C D L 5.0 P S F D R W HCUSRI5T 02086202 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AN FAILURE TO �� j BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 1. '�S B C L L 10 0 P S F HC-ENG M N M/MMA ALPINE BRACING OF TRUSSES THIS DESIGN CONE BR MS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN # ) 82 _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE i CONNECTORS ARE MADE OF 20 GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 4 A '� FQ. . T 0 T.L D. 42.0 P S F S E Q N - 6779 7EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEAfnw J 4(� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGGih. :° QP•d4' D U R.FAC. 1.25 F R 0 M R 0 N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS iOs (� ITaims City,FL 33944 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Ma R .'S v� FLCertificateofAuthorization#567 ANSI TPI 11995 SECTION 2. ,� SPACING SEE ABOVE ' ,, _., ; (B0201-#2166 - T13 DTC Gable) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 18.85 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. SPECIAL LOADS SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 1.81 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. TC From 108 PLF at 1.81 to 108 PLF at 8.86 TC From 54 PLF at 8.86 to 54 PLF at 12.31 BC From 4 PLF at -1.65 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 10.67 BC From 4 PLF at 10.67 to 4 PLF at 12.31 W4X4 W1.5X4 III 7 W1.5X4 III W3X3 7 3 1-9 W3X3 0� 17-7-0 W1.5X4 III W1.5X4 III W1.5X4 III W4X6= W4X6 L,1-6-0 3iJ L.,1-6-0 3J L. 5-4-0 _I_ 5-4-0LrE _I 10-8-0 Over Continuous Support R=137 PLF U=72 PLF W=10-8-0 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19,54 _ FL/-/3/-/E/-/- Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151-69280 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO OR., SUITE Z00, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING TNESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 0 3/2 7/0 2 STft UCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. X71/•�� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEER€D •+ry B C D L 5,0 P S F D R W HCUSR151 02086203 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AN DEVIATION FROM THIS DESIGN; ANY FAILURE TO , _p�, � 4 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND :4w' r� B C L L 1 0.0 P S F HC-ENG M N M/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS NITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN S r j V SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE i ( CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO =,.p wf F I 0 T.L D. 4 2.0 P S F S E Q N - 25820 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ��111 TE OF Q Alpine Engineered Products,Inc. RESPONSIBIDRAWL G LLIITY SOLELYTHE FORSEAL ON THE TTRUSSIS DRAWING COMPONENT DESSIGNTSHOWNCEPTANCE THE SUITABILITYPROFESSIONAL AND USEIOFETHIIS e��(r*'�'k��,A '`� 7 U R.FAC. 1.2 5 F R 0 M R 0 N Haines Cityjl, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 114" SPACING S E E ABOVE FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (B0201-#2166 - T13 Girder) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BEARING BLOCKS: NAIL TYPE: 0.131x3.0_g_nails BOT CHORD 2x8 SP #1 BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK WALL PLATE WEBS 2x4 SP #2 N 0 0.000' 1 12" 6 SP Standard 1 10.375' 1 12" 6 SP Standard 120 MPH WIND, 19.50 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BEARING BLOCK TO BE SAME SPECIES, SIZE & GRADE AS BOTTOM CHORD. LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, REFER TO DRAWING CNBRGBLK1299 FOR ADDITIONAL INFORMATION. WIND BCDL=2.5 PSF. GIRDER SUPPORTS 30-9-0 SPAN TO BC ONE FACE AND 2-0-0 SPAN TO DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TC/BC SPLIT OPPOSITE FACE. W5X7(R) III 71—" —17 3 5-10 / I}L`� A17-7-0 WHS612 III 4 5X5(Al = W5X5(Al) L, 5-4-0 I 5-4-0 I (E 10-8-0 Over 2 Supports R=3635 U=1115 W=3.5" R=3635 U=1115 W=3.5" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STD 19.54 _T—FL 3 E Scale =.375" Ft. *WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND *BRACING. NET TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T L L 20.0 P S F R E F R151-69281 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 00. T C D L 7.Q P S F DATE 03127102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ��'L;"ylj **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t B C D L 5.0 P S F D R W HCUSR151 02086204 PRODUCT S, INC. SHALL NOT BE RESPONS[QLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND + •�+ I BC LL 10.0 P S F HC-ENG M N M/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CO Nf OR MS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN _ + SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE t CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO s'p: - Jto,- DRAW TOT.L D. 42.0 P S F S E Q N - 25823 CH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Jr-- EA � DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 3 �s F[• QQ;�I D U R.r A C. 1.25 F R O M R 0 N Alpine Engineered Products,Inc. RESPONS IN ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a r R�ENG. SPACING S E E ABOVE FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (80201-#2166 - T14 DTC Gable Vlt) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 22.04 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. SPECIAL LOADS SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. ------ (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 3.68 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TC From 108 PLF at 3.68 to 108 PLF at 30.75 BC From 4 PLF at -1.65 to 4 PLF at 0.00 SHIM ALL SUPPORTS TO SOLID BEARING. BC From 30 PLF at 0.00 to 30 PLF at 30.75 W5X7 W3X5 W X5= 7 r 7 9-6-1 W3X3% W3X5 W 3 X 3 1-0-11 J 4.5 4.5 L T R=142 PLF U=60 PLF W=30-9-0 30-9-0 Over Continuos Support Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.52aFL/-/3/-/E/-/- Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND C L L 2 0.0 P S F R E F R 1 5 1--69282 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFft IO DR., SUITE 200, MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTMERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED I C D L 7.0 P S F DATE 03/27/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �{ B C D L 5.0 P S F D R W HCUSR151 02086214 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO .�•,,...gT�� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND {+ t ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN i • l� j* 5'C, L L 10.0 P S F H C-ENG M N M/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE }�� ;nom ( T 0(.L D. 4 2.0 P S F S E 0 N - 35655 CONNECTORS ARE MAO OF 28GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO K EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER t� - DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING =Cis !� 0 R%,, D U R.FAC. 1.2 5 F R 0 M R ON Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �y,I�` �� Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Mar Z „R��i t SPACING SEE ABOVE FL Certificate ofAUt11ori7ation#567 ANSI/TPI 1-1995 SECTION 2. „M.vNMM• (B0201-#2166 - T14 Vlt) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 22.20 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #1 Dense :62 2x4 SP #2 N: LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.54" DUE TO LIVE LOAD AND (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & 0.22" DUE TO DEAD LOAD. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W5X5(R) III 143X5% W3X5o 7 W 6 X 6 7 r- 143X6 9-10-2 146X10 62 (A) W1.5X4 III —1 4.5 4.5 `_ W3X5- W3X5 1-4-12 17-7-0 W3X8(A1) W5X7 16-3-2 J_ 14-5-14 I 15-4-8 T 15-4-8 '1 �E 30-9-0 Over 2 Supports R=1398 U=641 W=3.5" R=1276 U=525 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.54 FL/-/3/-/E/-/- Scale =.1875" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND ^�+ 1 C L L 20.0 P S F R E F R151-69283 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHEO BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, 141 53719), FOR SAFETY PRACTICES PRIOR TO �..Nwm-MM TC DL 7.0 PSF DATE 03�27�02 PERE O0.MING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHA LL HAVE PROPERLY ATTACHED Ii`'`-GG udQ STRU*IMPCTURAL PANELS, BOTTOM CHORD SHALL Y OF I HISHAVE ESTA PROPERLY ATTACHED RIGID CEILING. v`� ""�� *PROD UOR SA NINC. SHALLINOT AB EO0.ESPONSIBLEO FORGN ANY JA ONHE INST FROM THOI OST IRACON. AANYNE FAN L U REE TOD Q.��f�Cp"r� $C. DL 5.0 P S F D R W HCUSR151 02086206 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND L L 10.0 P S F HC-ENG M N M MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NAIlUNAL DESIGN j• tNt�F i�. SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINER CONNECTORS ARE MADE OF 2OCA ASTM A653 GR4O GALtl. STEEL, EICEPT AS NOTED. APPLY CONNECTORS TO �� _ I 0 T.L D. 4 2.0 P S F S E Q N - 25788 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER co P{y DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING =y ••;��pH�i':`�4 + DL'R.FAC. 1.25 FROM RON Alpine Engineered Products,Inc, RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Flames City,FL 33844 COMPONENT FOR ANY PARTICULAR BU1LD[NG IS THE RESPONSIBILITY OF TME BUILDING DESIGNER, PER M d r '� �� NG SPACING 2 4.0 FL Cerhf1C3te of Authorization j 567 ANSI/TPI 1-1995 SECTION 2. (80201-#2166 - T15 DTC SGE Vlt) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T1 2x4 SP #1 Dense: 120 MPH WIND, 23.13 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #1 Dense LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 :W4, W5, W9 2x4 SP #2 N: WIND BCDL=2.5 PSF. SPECIAL LOADS RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 15.78 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. TC From 108 PLF at 15.78 to 108 PLF at 30.75 BC From 4 PLF at -1.65 to 4 PLF at 0.00 SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. BC From 30 PLF at 0.00 to 30 PLF at 30.75 CALCULATED HORIZONTAL DEFLECTION IS 0.54" DUE TO LIVE LOAD AND 0.21" DUE TO DEAD LOAD. ONLY STUDS SHOULD DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W 2 X 4 0\ W5X5= BE EXPOSED TO WIND. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE W6X12(R) \\\ W 3 X 5 ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS —17 LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. W5X12 i W4 W 3 X 6 + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. 11-8-5 BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. TI + + W8X8= + 9 + W5X12 + 4.5 4 5 5-5-3 + W3X5-- + + W3X5 + 17-7-0 W5X12(F1) W2X4 III I1 6 01 20-0-2 _I_ 10-8-14 I 15-4-8 15-4-8 30-9-0 Over 2 Supports R=1597 U=704 W=3.5" R=1886 U=832 W=3.5" Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.52a FL/-/3/-/E/-/- Scale *B RA CNGNG*REFER TOSES HIB-91U IR(HANDLINGE INSTALLING AND BRAOCING)HANDLING,PUBISHED BYP TPI IN(TRUSSING AND PLATE TC LL 20.0 PSF REF R151--69284 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO Opt. T C D L 7.0 P S F DATE 03127102 PERFORMING THESE FUNCTIONS. ON ESS OTHERNISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED Opt. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Gam_ **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �, �C C D L 5.0 P S F D R W HCUSR151 02086207 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO � .••••q� . BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND * a B C L L 1 0.0 P S F HC-ENG M N M/MMA ALPINE BRACING OF Tft USSE S. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN WL 47*1 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO i;ff L STa�nt @ TOT L D. 4 2.0 P S F S E Q N - 35646 EACH FACE OF TRUSS, AND ONE OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �T DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 5W Al ppt04:r 'i . D U R.FAC. 1.25 FR 0 M R 0 N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �Q C �\ Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER mar Y<W EN SPACING S E E ABOVE FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (B0201-#2166 - T15 Vlt) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 23.30 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #1 Dense :B2 2x4 SP #2 N: LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.47" DUE TO LIVE LOAD AND RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. 0.19" DUE TO DEAD LOAD. (A) 1X4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. W5X5 W3X5 S W5X7% 7 W3X5% 7 r (A) W 3 X 5 12-0-6 W6X6 W6X8 W5X8� B2 5-9-4 J 4.5 4.5 ` W3X5 W3X5- 17-7-0 W3X8(A1) W2X5 III 20-0-2 _�_ 10-8-14 _I 15-4-8 T 15-4-8 fE 30-9-0 Over 2 Supports R=1398 U=640 W=3.5" R=1276 U=560 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.54 _ FL/-/3/-/E/-/- Scale =.1875" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 1 5 1--6 9 2 8 5 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO +MMiM��Mr T C D L 7.0 PSF DATE 0 3/2 7/0 2 PERFORMING TNESE FUNCTIONS. UNLESS OTNER WI SE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. I+ **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED FF < / BC DL 5.0 PSF D R W HCUSR151 02886288 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �� t BUILD THE TRUSSES IN CONFORMANCE WITH TPI; DR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO j j� ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OE SIGN j BC LL 10.0 PSF HC ENG MNM/MMA SPE CIf KATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE + CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 3� �Q TOT 7.LD. 42.0 P S F S E 0 N - 25796 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS 0ESI GN, POSITION CONNECTORS PER S e {(� DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING '{�'i;- �(1g1C:�• FJ LIR.FAC. 1.2 5 FROM R 0 N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS sr S �........ Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a r 444 S P A C I N G 2 4.0" FLCertifcateofAuthorization#567 ANSI/TPI 1-1995 SECTION 2. ,�rfy JY' f; t t t t i t t t t t„ , - (B0201-#2166 - T16 Common) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 23.86 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N :B2 2x4 SP #1 Dense: LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #2 N :W1, W7 2x4 SP #3: TCDL=3.5 PSF, WIND BCDL=2.5 PSF. :Rt Wedge 2x4 SP #3: (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. MARK FOR PROPER ERECTION.TRUSS NOT REVERSIBLE AND MAY NOT BE TURNED END FOR END. W5X5 W5X5 W5X5 7 r 7 W5X5% W5X5 12-0-6 (A) (A) 0-66-6 W1 W7 0-7-6 T B2 T 17 7 W5X5(B2) W5X5= W6X8= W5X5= W5X5(B2) —8-10-0� � 6-8-4 _I 6-6-3 I� 6-6-3 I 6-6-3 I 6-6-3 I 6-6-8 J I 9-1-9 T 10-7-2 �rF 10-7-2 f 8-11-12 31 I, 19-8-10 19-6-14 I �E 39-3-8 Over 2 Supports R=1168 U=487 R=2132 U=1022 W=3.5” PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL/-/3/-/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 R151-88129 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR IO UR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �• , T D L 7.O P S F DATE 04102102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •/��y" l .0 11 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j•• •�`� BC ./L 5.0 P S F D R W HCUSR151 02092045 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND Q'42'704' B C L L 10.0 P S F HC-ENG /D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE R CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TD - TA£E'PR Tt;T.LD. 42.0 PSF SEAN - 6807 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER - �•�.t,�� -.,k.- DRAW `N DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING "*�,�R'�•r U'Ll R.FAC. 1.25 F ROM R 0 N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Plaines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Apr "'iii/)/ ` S P A C I N G FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. 24.0° I ", It (B0201-#2166 - T17 VI t) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N NEGATIVE REACTION(S) OF -187# MAX. (SEE BELOW) FROM A NON-WIND BOT CHORD 2x4 SP #2 N :82, B3 2x4 SP #1 Dense: LOAD CASE REQUIRES UPLIFT CONNECTION. WEBS 2x4 SP #3 :W4, W5, W7 2x4 SP #2 N: 120 MPH WIND, 23.86 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W5X5 W1.5X4 III W 6 X 6 1 7 7 r W6X6% (A) W5 W1.5X4 III 12-0-6 (A) W4 W7 (A) W4X4 0-6-6 J 45 W6X6= B3 L T B2 4.5 . 1-11-12 T +17-7-0 W3X5(B2) = WI.5X4 III W6X8= W6X8= Wl.5X4 III lF 30-3-12- 6-1-3 0-3-12 6-1-3 I� 6-2 6 6-7-8 I 4-0-1 6-7-4 f I6 11 1 6-8-15 aT 8-4-7 T 8-2 1 =;;.I�1 6-9-0 �{ I, 19-8-10 17-2-14 I 13-8-0 T 8-4-7 T 8-2-1 T 6-9 0 LE 36-11-8 Over 3 Supports IR=1170 U=445 R=-188 U=180 R=212:2 U=846 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19,Fd FL/-/3/-/E/-/- Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANU BRACING), PUBLISHED BY TPI (TRUSS PLATE M. TC LL 20.0 PSF REF R151--88131 INSTITUTE, 583 D'ON0 FRIG DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ••• • T C D L 7.0 P S F DATE 0 4/0 2/0 2 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. r• �1-�V, -- **IMPORTANT** FURNISH .A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED J• ��:� B C D L 5.0 P S F D R W HCUSR151 02092044 PRODUf,TS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 70 Aw BUILD THE TRUSSES IN CONFOR MA Nf.E WITH TPI; OR FABR ICAiI NG, HANDLING, SHIPPING, INSTALLING ANp I. 4 7V'* ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN I s* B C L L 10.0 P S F H C E N G /D R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO r S�!'��F'OF TOT.L D. 42.0 P S F S E Q N - 6815 EACH FACE OF TRUSS, AND UNLESS OTHERWISE 1CAT EO ON THIS DESIGN, POSITION CONNECTORS PER A w�b� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING '•..�N•.N:' _ D U R.FAC. 1.25 F R 0 M R 0 N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City,FI, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER r �� SPACING 2 4,O Fl,Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. 1 t I t f It .,, (B0201-#2166 - T18 DTC SGE Vlt) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 21.32 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 :W4 2x4 SP #2 N: WIND BCDL=2.5 PSF. SPECIAL LOADS RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 108 PLF at 0.00 to 108 PLF at 28.03 SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. TC From 54 PLF at 28.03 to 54 PLF at 40.67 BC From 30 PLF at 0.00 to 30 PLF at 40.67 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. DESIGNED BY THE BUILDING DESIGNER. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY W3X6= W5X7 gr— W3X5(Dl) ONLY STUDS SHOULD W5X5�� BE EXPOSED TO WIND4 —I 7 += 11-8-13 + W8X8= + W 5 X 5 0-2-5 J 4.5 - + W5X5 + 17-7-0 + T W6X8= 4.5 W5X5 3-2-9 + 13-10-2 W 2 X 5 III 13-4-8 12-8-5 14-7-3 I 13-8-0 r 8-4-7 T 18-7-9 �1 40-8-0 Over 2 Supports R=289 PLF U=104 PLF W=13-8-0 R=987 U=355 W=3.5" Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d _ FL/-/3/-/E/-/- Scale =.1875" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND _— TC LL 20.0 P S F R E F R 1 5 1--6 9 2 8 8 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'0NOFRIO )R., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO _..rW Mr TC DL 7.0 P S F DATE 0 3/2 7/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 0 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '*IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED _(}J;%t BC DL 5.0 P S F D R W HCUSR151 02086211 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TNIS DESIGN; AN V FAILURE 70 BUILD INE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 10.O P S F HC-ENG M N M/MMA A L P I N E BRACING OF TRUSSES. THIS OES IS CONt DBMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN L SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T J I.L D. 42.D P S F S E A N - 25829 EACH FACE OF TRUSS, AND ONLESS OTH ER Wf SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER {�f••, DRANINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING •qG/'• Ft�p�p4-��yat; 0 U R.FAC FROM R 0 N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 451 '•... {•�\?_' Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING � •`� FL CeftificateofAuthoriZation#567 ANSI/TPI 1-1995 SECTION 2. IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Mar [�_f, SPACING SEE ABOVE t' (B0201-#2166 - Piggy Peak T18 GE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.43 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. SPECIAL LOADS SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 108 PLF at 0.00 to 108 PLF at 12.69 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. BC From 30 PLF at 0.00 to 30 PLF at 12.69 W4X4= 7 7 rrj!---]! 1 3 8-7 17-7-0 0111111A W2X4(A1) = W2X4(Al) 0-6-15 0-6-15 5-9-3 5-9-3 I I� 12-8-5 Over Continuous Support R=138 PLF U=73 PLF W=12-8-5 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD _ 19.5d FL/-/3/-/E/-/- Scale =.375" Ft. —WARNING— TRUSSES REDUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND. ^^� TC LL 20.0 P S F R E F R151-69260 BRACING. REFER TO HI8 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR IO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHEDTC D L 7.0 P S F DATE 0 3/2 7/0 2 STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. _1 IMPORTANT*' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED I ♦ ,•••�••��'•. 8 C D L 5.0 PSF D R W HCUSR151 02086185 PRODUCT S, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO F �'F�^�,•,�� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ALPINEBRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ;* = t7C LL 10.0 PSF HC-ENG MNM/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, ERCEPT AS NOTED. APPLY CONNECTORS TO _ �y i •'* r T 0 T.LD. 42.0 P S F S E O N - 25832 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �rA t OF DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 4 •.R1 tn�r' D U R.FAC. 1.25 FR0M R 0 N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS llHmeS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER mar y l�( Fh1 SPACING S E E ABOVE FL Certificate of Authorization#567 ANSI/TPI 1-legs SECTION 2. w . , - f t ,, It ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE (1) 1X4 '"L" BRACE » (1) 2X4 "L" BRACE » (2) 2X4 "L" BRACE »» (1) 2X6 "L" BRACE » (2) 2X6 "L" BRACE »» GABLE VERTICAL NO SPACING SPECIES GRADE BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B _ rte 1 2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' 11" 11' 3" 13' 1" 13' 5" BRACING GROUP SPECIES AND GRADES: v S P F #3 3' 4" 4' 11" 4' 11" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" GROUP A: H F STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" W o STANDARD 3' 3" 4' 2" 4' 2" 5' 6" 5' 6" 7' 5" 7' 5" 8' 7" 8' 7" 11' 8" 11' 8" SPRUCE-PINE-FIR HEN-FIR 1 2 ISTANDARD 2 STUD c 1 3" 9" 5' 11"' 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' il" 11' 10" 13' 1" 14' 0" a STUD 3 STANDARD SP #2 3' 8" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" 3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" e' 91' 10' 3" 10' 3" 13' 1" 13' 9" DOUGLAS FIR-LARCH SOUTHERN PINE di DFL STUD 3' 6" 4" 11" 4' 11" 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' 1" 13' 9" 3 1 STUD 3 STANDARD 3' 4" 4' 3" 4' 3" 5' 8" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9" 11' 11" 11' 11" STANDARD STANDARD 1 2 3' 111" 6' 9" 6' 11" 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14' 0" S P F #3 3' 10" 6' 0" 6' 0" 7' 11" 7' 11" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" STUD 3' 10" 5" 11" 5' 11" 7' 10" 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" w O HF STANDARD 3' 10" 5' 1" 5' 1'" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" GROUP B. 1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" HEM-FIR 1 & BTR SP #2 4' 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" 1 W 3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" DFL STUD 4' 0" 6' 1" 6' 1" 8' 0" 8' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" SOUTHERN PINE DOUGLAS FIR-LARCH STANDARD 3' 11" 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" 1 2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0' 2 2 S P F #3 4' 2" 6' 11" 6' 11" 8' 9" a. 91' 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" 11 HFI STUD 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" ® FSTANDARD 4' 2" 5" 11" 5' 11" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: 1 4' 8" 7' 5" B. 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0' 14' 0" SP #2 4' 7" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA 1S L/240. #3 4" 5" 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" 1 PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER �- DFL STUD 4" 5" 7' 0" 7' 0" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" CONTINUOUS BEARING (5 PSF TC DEAD LOAD). STANDARD 4' 4" 6' 1" 6' 1" 8' 0" 8'C 10' 6" 10' 9" 12' 5" 12' 5" 14' 0" 14' 0" GABLE END SUPPORTS LOAD FROM 4' 0" SYMMj((� OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" ABOUT, PLYWOOD OVERHANG. + ATTACH EACH "L" BRACE WITH IOd NAILS. GABLE TRUSS * FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C. 2X4 #2N OR BETTER IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. VERTICALDIAGONAL BRACE OPTION: + FOR 2 "L" BRACES: SPACE NAILS AT 3" O.C. DOUBLED LENGTH MAY BE 18" ; **IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. DOUBLED WHEN DIAGONAL + BRACE IS USED. CONNECT „L„ L "L" BRACING MUST BE A MINIMUM OF 80% OF WEB DIAGONAL BRACE FOR 870# BRACE MEMBER LENGTH. AT EACH END. MAX WEB *,k TOTAL LENGTH Is 14'. GABLE VERTICAL PLATE SIZES 2X4 SP OR DF-L #2. OR BETTER DIAGONAL VERTICAL LENGTH NO SPLICE VERTICAL LENGTH SHOWN BRACE; SINGLE OR 18" * LESS THAN 4' 0" 1X4 OR 2X3 N TABLE ABOVE. DOUBLE CUT L + + + GREATER THAN 4' 0". BUT 2X4 ,} (AS SHOWN) AT LESS THAN 11' 6" UPPER END. GREATER THAN 11' 6" 2.5X4 I I11-0NTINUOUS BEARIN + REFER TO COMMON TRUSS DESIGN FOR \IIIf'll` PEAK, SPLICE, AND HEEL PLATES. CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. MIDPOINT OF VERTICAL WEB. THIS DRAWING REPLACES DRAWING A10030E --WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF ASCE7-98-GA812030 INSTALLING AND BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR DATE 09�10/Oi SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL t, HAVE A PROPERLY ATTACHED RIGID CEILING. • DRWG A12030EC0901 --IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE j,f�711' - 7ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS t �'• —ENG DESIGNi ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPIi OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH ff APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE I • i _ AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA �: �1X. TOT. LD. 60 PSF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF SYAjE OF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 1�•y " POMPANO BEACH,FLORIDA DRAW] GS ENGINEERING 60 RESPONSIBILTY SOLELY A-Z. THE SEAL ON SFORDRAWING THIE GTRUSS COMPONENT DESIGN SHOWN.INDICATES ACCEPTANCE OF THESUITABIL =Cs• �O �t'll RESPONSII IIITYDOFSTH�FBUILDIN�MDEOSIGNER,OPERNANSI PARTICULAR 995USE�IDNI2 THE '1 ai z'7L FD�N. MAX. SPACING 24.0" ' t i,_, 2X6 'T" GABLE DETAIL REINFORCING GABLE VERTICAL PLATE SIZES MEMBER 2X4 "T" SYM. VERTICAL LENGTH PLATE IF PLATES REINFORCING ABOUT + FOR LET-IN VERTICALS BETWEEN CHORDS SIZE OVERLAP. MEMBER LESS THAN 4' 0" 1X4 OR 2X3 2X8 GREATER THAN 4' 0", BUT 2X4 2X8 TOENAIL TOENAIL LESS THAN 11' 6" GREATER THAN I1' 6" 2.5X4 2.5X8 0 REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. • IF GABLE VERTICAL PLATES OVERLAP, USE A + TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, SINGLE PLATE TO SPAN THE WEB. MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) EXAMPLE: 2*2X4 2X4 "L" BRACE, GROUP A, OBTAINED FROM THE GABLE VERTICAL + 42X8 APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR LENGTH SBCCI WIND LOAD. TYP. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. EB LENGTH INCREASE W/ "T" BRACE WIND SPEED "T" REINF. SBCCI ASCE AND MRH MBR. SIZE _ 110 MPH 2x4 10 % 10 7 + 15 FT 2x6 40 7 50 7• 110 MPH 2x4 10 7 10 % 30 FT 2x6 50 7. 50 7 100 MPH 2x4 10 % 10 7 15 FT 2x6 30 % 50 7• 100 MPH 2x4 10 % 10 % 30 FT 2x6 40 7• 40 % 90 MPH 2x4 20 7• 10 7 + + PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. 15 FI' 2x6 20 7• 40 % RIGID SHEATHING ATTACH EACH 'T" REINFORCING MEMBER WITH 90 MPH 2x4 10 7 10 7 HAND DRIVEN NAILS: 30 FT 2x6 30 7• 50 7• 4 TOE 4AILS 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP 80 MPH 2x4 10 7 20 7• AND BOTTOM CHORD. 15 FT 2x6 10 % 30 % GUN DRIVEN NAILS — 0.131" X 3": 60 MPH 2x4 20 7 10 % REINFORCING TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. 30 FT 2x6 20 % 40 % MEMBER 70 MPH 2x4 0 % 20 % THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. 15 FT 2x6 0 % 20 7 ASCE 7-93 GABLE DETAIL DRAWINGS 70 MPH 2x4 10 7 20 % GABLE TOENAILS A11015ENO699, A10015EN0699, A09015EN0699, A08015EN0699, A07015EN0699 30 FT 2x6 10 7. 30 7. TRUSS SPACED AT 4" O.C. A11030EN0699, A10030ENO699, A09030EN0699, A08030EN0699, A07030EN0699 EXAMPLE: ASCE 7-98 GABLE DETAIL DRAWINGS ASCE WIND SPEED = 100 MPH A13015ECO901, A12015ECO901, A11015ECO901, A10015ECO901, A08515EC0901 MEAN ROOF HEIGHT = 30 FT A1303OECO901, A12030ECO901, A1103OECO901, A10030ECO901, A08530ECO901 GABLE VERTICAL = 24" O.C. SP #3 SBCCI GABLE DETAIL DRAWINGS "T" REINFORCING MEMBER SIZE = 2X4 S11015ENO699, S10015EN0699, 509015EN0699, S08015EN0699, S07015EN0699 "T" BRACE INCREASE (FROM ABOVE) = 10% = 1.10 S11030EN0699, S10030EN0699, S09030ENO699, S08030ENO699, S07030EN0699 (1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH 4 TOE I NAILS SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI 1.10 x 6' 7" = 7' 3" CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. THIS DRAWING REPLACES DRAWINGS GAB98117 876,719 & HC26294035 --WARNING-* TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF LET-IN VERT INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR DATE 10/24/01 SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, �/�A TDP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTDM CHORD SHALL JE�•• 9 HAVE A PROPERLY ATTACHED RIGID CEILING. j MMIMPORTANT-■ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE i .:tQ (i•' DRWG GBLLETIN1001 ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS HANDLING NSHIPP NG EINSTALLINGTO BUILD TANDTBRACING IOFCTRUSSSES. DESIGNTCONFORMS WITHNOL HE RUSSES WITH PI; OR TING, t+ = . i -ENG DLJ/KAR APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE7 _ AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA t STME OFAX '-OT. LD. 60 PSF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF i�j1'L• P t• ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 'm (.Q�1© . POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL '� s '•'e•....• �+' UR. FAC. ANY ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE %� �EK6 RESPONISIIBILITN OFSTHEE BUILDINGDESIGNER,IGNER,OPERNANSI PARTICULAR I 1-195 USECCTIONI 2 THE Map 2 N' MAX SPACING 24.0" ASCE 7-98: 120 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE (1) 1X4 "L" BRACE " (1) 2X4 "L" BRACE " (2) 2X4 "L" BRACE "" (1) 2X6 "L" BRACE " (2) 2X6 "L" BRACE GABLE VERTICAL NO SPACING SPECIES GRADE BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B 1 2 3' 7" 6' 3" 6' 5" 7' 4" 7' 7" 8' 9" 9' 0" 11' 7" 11' 11" 13' 9" 14' 0" BRACING GROUP SPECIES AND GRADES: S P F #3 3' 6" 5' 5" 5' 5" 7' 2" 7' 2" 8' 9" 8' 9" 11' 1" 11' 1" 13' 9" 13' 9" GROUP A: H F STUD 3' 6" 5' 4" 5' 4" 7' 1" 7' 1" 8' 9" 8' 9" 11' 1" 11' 1" 13' 9" 13' 9" SPRUCE-PINE-FIR HEN-FIR W Q STANDARD 3' 6" 4' 7" 4' 7" 6' 1" 6' 1" 8' 2" 8' 2" 9' 6" 9' 6" 12' 11" 12' 11" 1 2 ISTANDAR7D 1 42 1 STUD C 1 3' 11" 6' 3" 6' 8" 7' 4" 7' 11" 8' 9" 9' 6" 11' 7" 12' 6" 13' 9" 14' 0" 3 sTUD 3 STANDARD SP #2 3' 10" 6' 3" 6' 8" 7 4" 7' 11" 8' 9" 9' 6" 11' 7" 12' 6" 13' 9" 14' 0" 3 3' 8" 5' 6" 5' 6" 7' 4" 7' 4" e' 9" 9' 3" 11' 5" 11' 5" 13' 9" 14' 0" DOUGLAS FIR-LARCH SOUTHERN PINE C\2 DFL STUD 3' 8" 5' 6" 5' 6" 7' 3" 7' 3" 8' 9" 9' 3" 11' 3" 11' 3" 13' 9" 14 0" 3 #3 STUD STUD STANDARD 3' 7" 4' 9" 4' 9" 6' 3" 6' 3" 8' 5" 8' 5" 9' 9" 9' 9" 13' 2" 13' 2" STANDARD STANDARD F--a 1 2 4' 1" 7' 1" 7' 4" 8' 5" 8' 8" 10' 1" 10' 4" 13' 3" 13' 7" 14' 0" 14' 0" E S P F #3 4' 0" 6' 7" 6' 7" 8' 5" 8' 5" 10' 1" 10' 1" 13' 3" 13' 3" 14' 0" 14' 0" HF STUD 4' 0" 6' 7" 6' 7" 8' 5" 8' 5" 10' 1" 10' 1" 13' 3" 13' 3" 14' 0" 14' 0" GROUP B: W Q STANDARD 4' 0" 5' 8" 5' B" 7' 6" 7' 6" 10' 1" 10' 1" 11' 8" 11' 8" 14' 0" 14' 0" 1 4' 6" 7' 1" 7' 8" 8' 5" 9' 1" 10' 1" 10' 10" 13' 3" 14' 0" 14' 0" 14' 0" HEM-FIR SP #2 4' S" 7' 1" 7' 8" 8' 5" 9' 1" 1 &10' 1" 10' 10" 13' 3" 14' 0" 14' 0" 14' 0" I BTR W #3 4' 3" 6' 9" 6' 9" 8' 5" 8' 11" 10' 1" 10' 7" 13' 3" 13' 11" 14' 0" 14' 0" DFL STUD 4' 3" 6' 9" 6' 9" 8' 5" 8' 10" 10' 1" 10' 7" 13' 3" 13' 9" 14' 0" 14' 0" SOUTHERN PINE DOUGLAS FIR-LARCH STANDARD 4' 1" 5' 10" 5' 10" 7' 8" 7' 8" 10' 1" 10' 3" 11' 11" 11' 11" 14' 0" 14' 0" 1 2 4' 7" 7' 10" 8' 1" 9' 3" 9' 6" 11' 1" 11' 5" 14' 0" 14' 0" 14' 0" 14' 0" 2 SPF T #3 4' 5" 7' 8" 7' 8" 9' 3" 9' 3" 11' 1" 11' 1" 14' 0" 14' 0" 14' 0" 14' 0" lJ STUD 4' 5" 7' 7" 7' 7" 9' 3" 9' 3" 11' 1" 11' 1" 14' 0" 14' 0" 14' 0" 14' 0" HF Q STANDARD 4' 5" 6' 7" 6' 7" 8' 8" 8' 8" 11' 1" 11' 1" 13' 5" 13' 5" 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: x 1 5' 0" 7' 10" 8' 5" 9' 3" 10' 0" 11' 1" 11' 11" 14' 0" 14' 0" 14' 0" 14' 0" SP #2 4' 10" 7' 10" 8' 5" 9' 3" 10' 0" 11' 1" 11' 11" 14' 0" 14' 0" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA IS L/240. C\,? #3 4' 8" 7' 10" 7' 10" 9' 3" 9' 9" 11' 1" 11' 8" 14' 0" 14' 0" 14' 0" 14' 0" pROVIDE UPLIFT CONNECTIONS FOR 105 PLF OVER DFL STUD 4' 8" 7' 9" 7' 9" 9' 3" 9' 9" ' 1" 11' 8" 14' 0" 14' 0" 14' 0" 14' CONTlxuous BEARING (5 PSF TC DEAD LOAD). STANDARD 4' 7" 6' 8" 6' 8" 8' 10" 118' 10" 11' 1" IV 5" 13' 9" 13' 9" 14' 0" 14' 0" GABLE END SUPPORTS LOAD FROM 4' o" SYMMjj� OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" ABOUTI + PLYWOOD OVERHANG. GABLE TRUSS 2X4 �/2N OR BETTER ATTACH EACH 'T." BRACE WITH IOd NAILS. _ FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C. DIAGONAL BRACE OPTION: T + IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. VERTICAL LENGTH MAY BE 18" **FOR (2) 'T." BRACES: SPACE NAILS AT 3" O.C. DOUBLED WHEN DIAGONAL L + IN 18" END ZONES AND B" O.C. BETWEEN ZONES. BRACE IS USED. CONNECT L "L" BRACING MUST BE A MINIMUM OF 80% OF WEB DIAGONAL BRACE FOR 740# BRACE ** MEMBER LENGTH. AT EACH END. MAX WEB TOTAL LENGTH IS 14'. GABLE VERTICAL PLATE SIZES 2X4 SP OR DF-L STUD r OR #3, SPF x'1/$2, H-F2 18" * VERTICAL LENGTH NO SPLICE VERTICAL LENGTH SHOWN OR BETTER DIAGONAL L 1 + + + LESS THAN A 0" 1X4 OR 2X3 GREATER THAN 4' 0", BUT 2X4 IN TABLE ABOVE. I BRACE; SINGLE OR LESS THAN 11' 6" ,} DOUBLE CUT (AS SHOWN) GREATER THAN 11' 6" 2.5X4 AT UPPER END. CONTINUOUS BEARIN + REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. MIDPOINT OF VERTICAL WEB. THIS DRAWING REPLACES DRAWING A10015E **WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF ASCE7-98-GAB12015 INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, '"^''-+, DATE 09/10/01 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. A�j''F'�C,r DRWG A12015ECO901 ■*IMPORTANT-■ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPL OR FABRICATING, —ENG + HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH = * f �, APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA 4 * A}{, TOT. LD. 60 PSF ASTM A653 GR40 GALV, STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF z JAIE OF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER - POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL tiC�ls:!�L OR�QP'" ~ ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE M81 2� f!FO� Gr MAXSUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE (!cG M - SPACING 24.0" RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. t t t I CLB WEB BRACE SUBSTITUTION T-BRACING THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) OR \ IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB L-BRACING: BRACING METHOD IS DESIRED. APPLY TO EITHER SIDE OF WEB T-BRACE NARROW FACE OR ATTACH WITH 16d NAILS AT 6" O.C. L-BRACE NOTES: BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE-RUN DESIGN WITH APPROPRIATE BRACING. T-BRACE L-BRACE WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2x4 1-2X6 SCAB BRACING: 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 APPLY SCAB(S) TO WIDE FACE OF WEB. 2X8 2 ROWS 2X6 2-2X6(*) NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE BRACE IS A MINIMUM 80% OF WEB T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE MEMBER LENGTH OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. THIS DRAWING REPLACES DRAWING 579,640 ..WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL PSF REF CLB SUBST. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, ~ T DL PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL '1 HAVE A PROPERLY ATTACHED RIGID CEILING. f G- C DL PSF DRWG BRCLBSUB0699 ■>K IMPORTANT■� FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE j- �_..••••••., ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS g�'�ZIFE ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, ��, LI, PSF —ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE LD. PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA u ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF ALPINE ENGINEERED PRC.TS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERS• STATE Of POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL G1 •, •C Q.,f P. FAC. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE �_,�� •L QAIA.. RE SPONSIIBILITYDOF STHOFH ILDING MD�DESIGNER,FOR PER ANY ANS]/TPI 1L1995USEC TION72,THE .. Cq\ .FACING CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j r ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Lkw Application Number . . . . . 07-00000556 Date 5/15/07 Property Address . . . . . . 1479 LAUREL WAY Application type description RIGHT OF WAY PERMIT Property Zoning . . . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc INSTALLATION OF SIDEWALKS/ PAVERS ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ HENDRICKS, TIMOTHY OWNER ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . DRIVEWAY PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/11/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 .00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. t$ r r CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Routed to: D.Hufstetler Building Department Public Works&Public Utilities Departments S. Doerr ��Ji35�r 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 50 D. Ka uznia (904)247-5800 (904)247-5834 u is a e y (904)247-5845 Fax (904)247-5843 Fax {':• Jax Fire dept. PLAN REVIEW COMMENTS Permit Application # 0 ^ Property Address jq' -� Applicant: tN Project: 1 �s u�eGC. Review Result (Circle one):Approved Disapproved pproved w/Condi io Review Initials/Datet.?7 /I -0, 27 Development Size: Habitable Space Non-Habitable Impervious area Total Area Miscellaneous Information : Occupancy Group Type of Construction Number Of Stories Zoning District # Parking Spaces Max. Occupancy Load Fire Sprinklers Required Flood Zone t 126utke J e i!c d F C t'j 4-ff Ott/ eL L IV Conditions or Comments: Building Dept, Public Works and Utility information at top of page, failure to notify the correct department of your revisions may delay your permit from being issued. � NOTICE OF CONDAENCEMENT State of /�tA Tax Folio No. County of "6k To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real properly,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: '/"' /A01 !l l( 81 11 Address of property being improved: JylAuR4540A341AXI- —04-, Iq ZZ 11 General description of improvements:_ f 4P �S r� Q i �1 Owner. _75-16 LC" ! Address: dk Ajr3M V'Nwner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Contractor. t'. � 4�+1p2 t S .L,ArJ ACS rt Address: Telephone No.: 10 Fax No: 9d c�5 j�G, �tD fl L Sur (if any) A s: Amount of Bond$ Telephone Fax No:_ Doc#20071356913,OR 13K 13941 Page 11949, Name and address of any malting a loan for the construction of the Number Pages:l Filed&Recorded 04124/'2007 at 1223 PM, Name: JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING$10.00 Address: Phone No: Fax No: _-_..___----__-- -----_--------____-- _-- Name of person within the State of Florida, other than ,designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the or's No kLdg nifelon 713-06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless:a differe is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Sign ll� Date: 2<f e� Before me this day of in the County of Duval,State Penny A.011yer Of Florida,haspersonally appeared x iMDr'Nz/ R. ��7</D2aCCS .- .:,COf 1Vft40t1#DD38390$ Notary Public at Large,State of Florida,County of Duval. My commission expires: Q41yug 2 tr S, 9 �l _ EXpWW January 5,2009 Personally Known: or CanewToy wn.bNt pk ba loD,11 M" y Produced Tit ification:__f 1,? 14 S3 5-Y4•!a BP250U01 CITY OF ATLANTIC BEACH 5/15/07 Application Tracking Step Selection by Revision 16: 31: 47 Application number . . . . : 07 00000556 Address . . . . . . . . . . : 1479 LAUREL WAY RE number . . . . . . . . . : 170704-0025- - Application type . . . . . : RIGHT OF WAY PERMIT NCR OLD ACCOUNT NUMBERS . . . Tenant name, number . . . . . Type options, press Enter. 2=Change 4=Delete 5=View 6=Fast log S Action log maintenance 9=In/out maint Path ---- Rey Dates --- - Action Summary - Opt Agency description Rev Step Req In Est Cmrpl Last Type By _ PLANNING & ZONING A 01 Y 05/14/07 04/27/07 05/14/07 AP SD _ PUBLIC UTILITIES A 01 Y 04/25/07 04/27/07 04/25/07 APN DK PUBLIC WORKS A 01 Y 05/11/07 04/27/07 05/11/07 AP LS Bottom F3=Exit F5=Land inquiry F6--Add F7=Revisions FS=iisc info inquiry F10=View 3 Fll=Sort by agency F12=Cancel F14 Action log inq F24=Kore keys �,b s if toV © td n/o T 141P� � foo u�ou -pril� a fb dao-� CGcSTa All A- �,�I s }-v& N O T PP Alf CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS 800 Seminole Road �`` � �� 904-247-5800 Atlantic Beach,Florida 32233-5445 Fax 904-247-5845 Date_A pr I -If )00-7 ERMIT# � q Low ref � �W a V ISSUED BY THE CITY Job Address rte,o+hy H e(Nd o cks Telephone# eve-7-�4 E c-e I I Permitee: � r L, Permittee Address: Iy-7C Laure! Wo A-4- '—&- ) r 32-2 Requesting Permission to Construct. Ve it v �U I7 I< cu'cf U 1�•9�� Location: (Reference to Cross-Street) 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority go,--P *-- Yes( ) No ( ) Date: Bell South Telephone Companyp Yes( ) No ( ) Date:_ Ferrell Gas /�l�az�o ` Yes( ) No ( ) Date: a Comcast Yes( ) No ( ) Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of G-4-Z '41llew (Contractor's Project Superintendent) located at m l�»:sIQAIM21 S Z,4),Q hJ Telephone#: gay' 3526--c�!/� 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. 7. This permittee shall commence actual construction in good faith with days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twent -four (24) hours prior to starting work and again immediately upon completion. OWNE )1 j Signe Date: Before me this day of r l.in the C y of puyal State Of Florida,has personal appeared Nota Public at Large,State of FloQrida, �opn p uval. wd' u My commission expires: C-2 . A ,y/� Personal) Known: or .a�P SHIRLEY L.�iRAFtAbI '.. Notary Pubk•Stale of Fbride •. '•INy Commission Expires Feb 14,2010 P°�' Commission#DD 518533 ... ��. Bonded By National Notary Assn. SiDeelal Information for Owner/Builders DISCLOSURE STATENl1ENT for Section 489.103(7),Florida Statutes: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PEST UNDER AN EXEMPTION TO THE LAW. The exemption allows you as the owner of your property,to act as your own contractor even through you do not have a liceuse.l You must supervise the constriction yourself. You may build or improve a one-family or two-family residence or a farm outbuilding. You may also build or improve a commercial building at a cost of$25,000 or less. The building must be for your own use and occupancy.*It may not be built for sale or lease. Ifyou sell or lease more than one building you have built yourself within one(1)year after the construction is complete,the law will presume that you built it for sale or lease,which is a violation of this exemption. You may not hire an un-licensed person as your contractor. Your construction must be done according to building codes and zoning regulations. It is your responsibility to make.sure that the people employed by you have licenses required by state law and by county or municipal licensing ordinances. In addition,the owner must supervise construction and becomes liable and responsible for the employees he/she hires. This responsibility includes,but may not be limited to: 1. Workers Compensation,for workers injured on the job. 2. Social Security Tax must be deducted from employee's wages and matched with owner's funds. 3. Federal Withholding. Since owners must be liable for iniuries to workers they hire,the Building Division suggests Workers Compensation Insurance be purchased unless the homeowners insurance policy clearly protects the owner. Owners hiring workers become employers and should also observe IRS withholding tax Form 1099 requirements on the workers they employ on their improvement work. Un-licensed contractors cannot be emDloyed under any circumstances. Owners are subject to a$5,000 penalty under Florida Statute#455.288(1)instigated via Building Division citations. An Occupational License is not adequate. The owner should physically see the county Certificate of Competency or the Florida Contractors Certificate to ascertain a person is a licensed contractor. Telephone the building Division(247-5826 y in doubt. I hereby acknowledge that I have re and understand all the above on this Day of, Owner BuilderAignature Address Print Name I Telephone Number STATE OF FLORIDA-- COUNTY LORIDA:COUNTY OF DUVAL jj /I� Before me personally appeared i m 0`f'Yl #EAJrl GK S to ire well known to be the individual and owner builder described in and who executed th Anstent and severally acknowledged the execution thereofto be his own free act and deed as such owner builder hereunto authorized. WITNESS my and official seal this d yay of Dior, Gat t a t'c B ac =dStateresaid. NA �' L C P 0 NOTARY P TA O FL A y 4 //i 9 Print Name: L{ / v $kl o�F.10 N. MY CONMSSION EXPIRES: c� q: lY C+immwn EI<D F t1,X010 ❑P sonally Known '� y Commission#OD 5 kt3533 [�'ddentification: 8on<1ed �Y National Notary Asan. of*4 Ad l erqrl'a/c Impervious surface calculations % formula: Find square footage of-House footprint /Ij 14:� Driveway `{3� Sidewalk &I AJC pads (p Detached garages or shed Pool decking Patios,etc. Gi y Add the total square footage of the above then divide the sum by the total lot area. -Vy- is", �o Carper, Rick From: Steve Osborn [steveosborn@comcast.net] Sent: Monday, April 30, 2007 7:18 AM To: Carper, Rick Cc: boberika@bellsouth.net; Kjhawkins@aol.com; hall 1 489@comcast.net; pjworkman@comcast.net; hendrickst@comcast.net Subject: Hidden Paradise Good morning Rick, We had a board of directors meeting Thursday, April 26 and addressed some of the requests for improvements that have been submitted. In order to complete our responsibilities for oversight, I'm addressing this email which will give us a written record to put in our files. Thank you for all your help over the phone, and for taking time to respond to this letter. Concerning a request from the Hendricks, 1479 Laurel Way, we would like your written feedback on questions concerning proper drainage. This will mean having to make an appointment with you to meet at the site for inspection. I think Tim has arranaged a meetin for today, Monday 4/30/07. The Hendricks have been very careful to follow all of the requirements of Atlantic Beach codes as well as our own CC&Rs for our subdivision as they move forward with their plans for an improvement project. They are in the process of acquiring the necessary permitting for the project, as well as getting approval from our community Architectural Review Committee. The Hendricks have agreed with the board decision to ask your views regarding any possible negative effects on drainage as concern the swale between there property and the neighboring property at 1475 Laurel Way. The plans, as presented to the board last night, seem to take into account any drainage concerns, and it is the Hendrick's view that their improvements will, if anything, assist in proper drainage. We don't disagree with this view, but neither do we feel sufficiently knowledgeable to sign off on it without your input. You have history and knowledge of the issues that have been, and continue to be challenging to our community regarding proper drainage. With your expertise in this area, we would like your comments in writing, regarding any perceived complications that may arise; relating to drainage, from the improvement plans that are in the process of being authorized. A second, and separate question we would like to have on record concerns a request from the Sanzeri's to construct a wood deck in their back yard. The proposed deck will be under 30" in height, eliminating any need for a railing, and will not have any effect on existing drainage. You have confirmed my understanding that this presents no breech of Atlantic Beach codes, but does he still have to apply for a permit to put the decking in place? k o Finally, just for my personal clarification, and as a matter of record for this correspondence, the Board has authorized the placement of fencing At the Lee residence, 1483 Laurel Way. Do all fe ce requests that come, to the board require permitting from the city Do these questions come to you, or should `�direct them to the Building Dept.? Thanks very much for taking time to help answer these questions and make them a part of our official records. I'll call to talk with you about arranging a meeting at the Hendrick's with them and the ARC. Sincerely, Steve Osborn Board President 1 z, CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Routed to: D.Hufstetler Building Department Public Works&Public Utilities Departments .Do 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 D. alutniak •(904)247-5800 (904)247-5834 Public Safety (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application# Q 7 a/41J Property Address Z Vf 7 f 5 Z'R Applicant: � �.s` Project: ZL y'l-WV6 /z�C� This permit application has been: 12'/Approved as noted by theZ D h Department. Final application approval must co4e from the Building Department. 0 Reviewed and the following items need attention: Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department.requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from -being issued. Reviewed By: Date: oz l O Date Contractor Notified: MAP SHOWING BOUNDARY SURVEY OF LOT 3 AS ,SHOWN ON MAP OF HIDDEN PARADISE AS RECORDED IN PLAT BOOK 54, PAGES 97 THROUGH 97B OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: BESTCON, INC. BEARING REFERENCE: BEARING SHOWN ON RIGHT—OF—WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. ELEVATIONS SHOWN THUS: (10.35) REFER TO NATIONAL GEODETIC VERTICAL DATUM. CERTIFIED TO: SHIRLEY LEE WELLS FARGO HOME MORTGAGE, INC. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY DEBORAH W. TAYLOR, ATTORNEY AT LAW, P.A. SECTION "H" — ATLANTIC BEACH PLAT BOOK 18, PAGE 34 L O T 1 BLOCK 252 Sol el 1 '11 "17—* LOT 3 55.00' 5' I 15' UTILITY EASEMENT--i 7.5' 7.5' 10' PRIVATF DRAINAGE EASEMENT 3 — — — — — — — — — — - - - - - - - -�-1 LST 37 5, sF , - - -CONCR OTE• I ` I ' I Fes' CONCRETE WALK I I O I '' ROOFED u I $ CONCREIE 15.0• 111 :PAT1Q; •. 7. i iN IN i X5.5 I Q I0 1 I ` .,'X_ I I I I N I I 2 STORY FRAME n DWELLING #1483 I �� ,. EAVES 6 1 : i o W ILI I I 'L EL (10,35) `O ,} Q 14 i ROOFED ENTRY I~D "T ! "", ~ i I� 7.7' 8.5' W/COLUMNS Ida u T-W W 101 O Z>W J Q , Z_Ul m a w 1 1 (TYPICAL) VR,1 I�((1 N Z , co I00 I I O >W I I 1 \ 20 4' ,g' V Q F- \ rr Ir o �� z I > I I W �4-LP GAS• -p l TANKLd O J i 5 5 0 ..•(r t01 I Z+ I 11 by Atiantic Beach a ,0 (Manning and Zo Departme9ownstltute thta approval verMes as wo N 01 '1 1 1 1 „W zoning, subdivision other local CONCRETE PAD development regulations, but does not 55.00 M W/FIRE HYDRANT approval for the Issuance of permits. Compliance with Florida Building Code and all other applicable local,State and Federal permitting requirements must be verified by signature of the City of Atlantic Beach Building OfficW prior to the Issuance of a LAUREL W A Y Building Permit. (50' RIGHT OF WAY) Approved 1111y:. ge*� mmun eve Date; G >> CITY OF ATLANTIC BEACH SSs PLAN REVIEW SHEET Routed to: D.Hufstetler Building Department Public Works&Public Utilities Departments S. Doerr 800 Seminole Road 1200 Sandpiper Lane a Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 D.Ka uznia (904)247-5800 (904)247-5834u is a W (904)247-5845 Fax (904)247-5843 Fax Jax Fire dept. PLAN REVIEW COMMENTS 1 Permit Application# 07- ^ P05&o Property Address Applicant: VOWEe WE IF Project: - GttS uieGC. Review Result(Circle one): Approved Disapproved Approved w/Con i Review Initials/Date �i►wrw y �� VeOV4 Development Size: Habitable Space Non-Habitable Impervious area Total Area Miscellaneous Information : Occupancy Group Type of Construction Number Of Stories Zoning District # Parking Spaces Max. Occupancy Load Fire Sprinklers Required Flood Zone Conditions or Comments: Building Dept,Public,Works and Utility information at top of page, failure to notify the correct department of your revisions may delay your permit from being issued. CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS Fy<. y 800 Seminole Road - 904-247-5800 Atlantic Beach,Florida 32233-5445 Fax 904-247-5845 Date A nyir � ERMIT# Job Address Pq Low re i W Qy ISSUED BY THE CITY Permitee: 1 I ry)O-1'hy H e rNd ri cks Telephone# bog'T� S ce 1 I Permittee Address: l q7(1 Laurel WO V A+1 • 1 X'h F-c– ,3Z-2-33 Requesting Permission to Constructciver a;t4 ( baC and uer klai K wu 7;mo y Location: (Reference to Cross-Street) 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities.- Jacksonville tilities/Municipalities:Jacksonville Electric Authority g d *-- Yes( ) No ( ) Date: Bell South Telephone Company lfq ��op Yes( ) No ( ) Date: Ferrell Gas � ( Yes( ) No ( ) Date: 'Y. f a Comcast Yes( ) No ( ) Date: 5111>--U Tl 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of G#ay /-111 1 _(Contractor's Project Superintendent) located at /P v IgAl&a, S e • Telephone#: 9,1y 359 ' !� 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. 7. This permittee shall commence actual construction in good faith with' 5—days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twen -four (24) hours prior to starting work and again immediately upon completion. OWNE ll Signe Date: �1 Before me this day of I .n the C y of puval State Of Florida,has personal appeared (J J ��)/,4J1/ Notary Public at Large,State of FloQrida,C,opn Q uval. l My commission expires: ry/ m Personally Known: or �•,,. SHIRLEY L.GRAHAM titer o�---- ="PTI-11 Notary Public Stafa of FWAe ?• _My Commission Expires Feb 14,2010`•� Commission#DD 518533 Bonded By National Notary Assn, Special Information for Owner/Builders DISCLOSURE STATEMENT for Section 459.103(7),Florida Statutes: _ STATE LAW REQUIRES CGNSTRUCTYON TO BE NONE BY LICENSED CONTRACTOI . YOU HAVE APPLIED D FOR'.A PER WT UNDER AN EXE!"TION TO THE L kW. The exemption allows you as the owner of your property,to act as your own contractor even ffirough you do not have a license.` You.must supervise the construction yourself. You may build or improve a one-family or two-family residence or a farm outbuilding. You may also build or improve a commercial building at a cost of$25,000 or less. . The building must be for your own use and occupancy.'It may not be built for sale or lease. Ifyou sell or lease more than one building you have built yourselfwithin ane(1)year after the construction is complete,the law will presume that you built it for sale or lease,which is a violation of this exemption. You may not hire an un-licensed personas your contractor. Your construction must be done according to building codes and zoning regulations. It is your responsibility to make.sure that the people employed byyou have licenses Muired by state law and by coLj z or municipal licensing ordinances_ In addition,the owner must supervise construction and becomes liable and responsible for the employees he/she hires. This responsibility includes,but may not be limited to: 1. Workers Compensation,for workers injured on the job. 2. Social Security Tax must be deducted from employee's wages and matched with owner's funds. 3. Federal Withholding. Since owners must be liable for injuries to workers they hire,the Building Division suggests Workers Compensation Imuranc;e be purchased unless the homeowners insurance policy clearly protects the owner. Owners hiring workers become employers and should also observe IRS withholding tax Form 1099 requirements on the workers they employ on their improvement work. Un Iicensed contractors cannot be employed under any circumstances. Owners are subject to a$5,000 penalty under Florida Statute#455.285(1)instigated via.Building Division citations. An Occupational License is not adequate. The owner should physically see the county Certificate of Competency or the Florida Contractors Certificate to ascertain a person is a licensed contractor_ Telephone the building Division(247-5826ym doubt. I hereby acknowledge that I have re and understand all the above on this Day of, er Builder,$ignatam Address s�'� Print Name I Telephone Number STATE OF FLORIDA-- COUNTY LORIDA:COUNTY OF DU VAL Before me personally appeared I M 0`-k to me well/mown to be the individual and owner builder described in and who executed thiAnstrtment and severally acknowledged the execution themofto be his own free act and deed as such owner builder hereunto authorized. WITNESS my-hand and official seal this day of 41—; t at t a t 'c B ac un d State aforesaid. �l aq J y L S 1 C NOTARY r TA f FL m 1/i! PrintName: .`i►ar'a�% SHIiILEY L.C,t;q} / Notary Pte':.Stete.ojf► .:. MY COMMISSION EXPIRES: a ` • !Y Commission EzpJrps td,7010 ❑� F�sonally Known 4; e6 '� `' Commission#`OD : ,_`; 5t8533 t$�'fdentification: Bonded By National Notary Assn. lmaervious surface calculations % formula: Find square footage of-House footprint /Gj!D Dri eway Sidewalk Co`1� ''�'.�- .� d2 l-3 AIC pads !o (O Detached garages or shed Pool decking Patios, etc. L� Add the total square footage of the above then divide the sum by the total lot area. d 7 d ' X d f�-- ..9 . L--+--- ..0 T . Z--+�-- 8..Z. 0 T ..6 . 0 6 ' SZZ8-89Z #Hd AUMMd SdI77IHd SSTTT 8..8 . S S3 I -iddnS 'S070 SN I NNU �J f oaWI8 Wd38 doa❑ fiW8 Ewe N I -1639 NO�J : �JEINS I S30 0 035Iba 03SIU8 ' 99 T Z# :NU-Id N ES I MJdd N900 I H b 101 : 30-1 aadoe TWB wIa N.OS !S39 T OznB P,or I Wd38 �. I doa❑ - r- ,� 8..8 . 9 T -n f ' Co m W 3 ' B..Z.E Wd8 0 . 6T 03SIda 8.. 5W8 , Wd38 03SIda �SIM�I�H10 03iON SS37Nn oaW°a Swe T 0 .. 9 T 1 S I 0('- I -1 I d ( Wd38 aadoe -7 aadoe l\j w wIa wIa ❑3SIda �- co N W cn ' I m o I I I I C� I � I ewe co j Wd38 I —— doaa— �-- 8.. --+ b . 9 ' 13 ' 6' 4"8 27' 3"8 15' 4" —+ T3 GE I T10 GE 4'3"8 I BUIANDLOER TO HANGSCASVNEEDEDE ROOF, VALLEYS T3 I TIO BUILDER TO FRAME DOWN CEILINGS ' ao Ledger w i AS NEEDED . co T4 N I T11 O Lr) De°an ~ I BUILDER TO BUILD UP WALLS TO Ln MATCH TRUSSES AT HIGHER PLT HT . T10 ALL WALLS SHOWN ARE LOAD BEARING ' ll TR 1 —11UNLESS NOTED OTHERWISE. T1 E i T18 GE T9 I I 00 T17 I I T8 m N 3. TI L--- ------- O '-' TIG T7 ' m PITCH 7/12 U7 OHANG 18" ' T15 ----- I - — I — - ----------- T 6 I T2 T15 GE Ledger T6 GE JOB : B0201 BESTCON ' T14 T5 LOC : LOT 4 HIDDEN PARIDISE PLAN : #2166 T14 GE DREAM Ln ROPDESIGNER : RON BERLIN T2 GE m m- -" '- 30'9" 10'2"8 - -7' 10" - -7'6•• ---{ MANNING BLDG . SUPPLIES ' 11155 PHILLIPS PKWAY PH# 268-8225 16'8"8 --+ JAX. FLA. 32256 l � Z = I- 1. a. - LaoW o�wZ �y Z I Cs's' A 1N3N13Sb'3 �� C7Z�tra V' Z O Z Qom` 3JdNIV2�Q 31b'ntbd W �vwiz�V) p Z -,OL 30 3N13�131N30 -� Z. "9tz.7Q -� — — N'%— — c l_- Q \\m V ® q Z ■.oma CI m LOMAU � � F- w - � BJcr- O OO O J fL I r w LLJ L` 1_ w Q w W Q �, LL J Z , w w LY v a `. I tii�a�NbO'. d p� �y to _ ... 3F- C) .. U U) Y �,_ a w I F- 0 F- LL a, w C4.1 ,_ �— U C� r, m N ( Y ao woo > w o wcawn E I+L j Z tai> ,�. = F- t� r u` N Ja N s �' ?` 20.6 < a v1 ^^11 W cn 4 2 Q a N 0�W..: z � V2 w i _ v O f- m o s ztQ >- > [ �+y m w c) z O Z� _oom .,nt of LLJ q � o as �_ too zoo _ _ - 5�-�o.�gN - - -- - �Z_ U- F-i 3 J H Z E-+ 1N3N3Sd3 W U) t-D U- Q a H �_ 30VNlb?JG 31bn18cl LO O0 o I O Z �.. OL 30 DNI-12131N30,,L, w w rte �� , o ~ EE-1O 1 0 1 8 71 C cr o Q w 4 Ff x 1,4 NJcwi, � 7 `.- v `o cn 4 O O N PQ H Q N Q d O ? T aY X: E-4 O N Of z O w GA W z >-4 z w ui w o Z H H `�J C 'l 4 r �N w Q- o LD Z E' . tea � `� �, (� `� } �Q 0 V) �I �- �- \ w U U 5 A a as 3 - �- z �' o o WNw a � o Z W x W W 1 , CM ---- z d w 0 o H E-+ 3 a a /a ,09) ob0� .1n3� W ZQ E-4 o d Q > a ►-� A =z 5 W w H O a w Q mw U E-+ UOA F- a Ox I z��z >v � a 5 1 O W <6WO Z Z / � �Z�& �ttQQV�� O W Kw2z CO.>,a-�U 3wa o ¢ I 1N3N3Sd3 �w�< ��5�5� oaf Z ( 30VN[V210 31dn18d W._ J W owcnz�=§nM66.h-'8 Z U -,OL 30 3Nn831N30 z. 0 g�zz- �zzzzz Uz w Q — j'��'' (� j'� ms` s Q \\5wQx0000� w� 11J N I in V V �CY 1► 1% -Vgcv V0 �J�� Jc�� x O m f Z ■ 0 c=.)a:aaw d w C13 LO F-- U) Q x w N I ��8�; 13 �/d �, o� - �or U w Z W --1 x r J 313210 ' -� �L0 X20.5' �tJ - M ?N Z C7 z I 44� .+. O Lig h- f' OJ ..M 4 LLJ o O w LL > WI ,L, ;v Q ,� Q ` _ Iw W Of I w w J 3n1 4 313MON00' ^ 3 O J J V) ® x w LL a ,� N a : ' r o tr Z J 5 o Y Y r- v CD w O w � .. ® v'- w 3 z .d. w F Q 0 w 0 J = n _j cn Q O 0 v, z I zF oz�= }- (� Q w LL p �� _ (O/)Y d J o w (� r • I; a m oQ ooQ Z W z F- pw�N N� �; z — m m CL � I Ua- wUa. — S. r �1J Q f �f1 o I'-- of J 1. LL 20.6' • L j T w a- U- N Q � � = w to = F- M u/ I� I (� N 0 J N :<:� :.Y :• J W a) p f � Q 2 JLj ® Q � E Q -0,�:4- . o z a nom, z a J [� Q �..$z 0 °�,�^X ZO � _0 i s I N c� ow ; Z � if)�. w�sNw O-' 0 0 Z Q O I- o s'a� .: Q �w� r � Z w O a U m W F U U I I v1 �6: J �ZQ� Q� V Z F Z zUpa -i WnItitg a o o �, y U U CJS -lN3N:ISd3 X V)r-: z z I 1 H Z 30dNId2JG 31VA18d O W N S a � o o Q H I ,OL AO 3N1-1631N30 wQ d w � Z o F- 2 W 5-+ I a� F- w < a � Z x HZ I ��cnoo ego Z ��- C7 E-� O I 1 O 1 cr p w o o W c�a a H I NJwN a � oo N F- � < � � � ~ I tev N NO - W a , 1 00 V) FC O O 0 I N oZv O 'j r N a C9 � �Q .�' H �, J 10 Q O w U .- z f1a E-q Oi O < V) W = O a � a ate; mwz �+ i z Z w �4 ,� O }- a w ' z W �y m O C H H '^ ��om D z O c0 N zUiA a 3 W� Vs o= II W N W a > Z �''o • p O W H �+ aax Z W x W WAC I CM/8 ,09) ab0 ®�' � ?W- m C) F E-+ O Q a 0 ?� �h31 W jx m cn Q Q > J D Q > aaAca Iz w H o a w � Zw Q W� - tr � vi (Y Q J w � _ _ mw U E-! U 0 M Z =`zow oa U — 2 Q N M (0 V) L- C� zt < ov Qrj CL" ;6L 4j Lo cn L&WL co La 3 LLJ V) z < I CK 41 < Ert iff In 7 rz co T u T! fit vt' 7-01 �INV E (2.4 -A& .wommow I It "o 14+00 1 8 C) HLI Ho An Ho NV EL (2.7( Ll uj 041 LLJ 1. 0 Tol� x ui CD Ly i LO x L'j UJ (A LU i I I Li LU Sj lit ! 15 Li CD V) —7— ins f if fX4 LLI ,3M loff 3dO�S Xq'a I-It I�px VIC `1 L- =�a 17 1 j I I1 O