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Permit 1237 Main St (vault) 1 r .TOB ADDRESS I oZ ` 7 i'}'16 t h _ TYPE wORK N r PROPERTY OWNERTEI.EP.HONE CONTRACTOR �'�' ( ,4SN/\ TEL. KPHONE PIDUiIT NUM ER c � DATES INSPECTIONS. FOOTTYG SLAB TIE BE" NALUNGSHFAnIM F.i:4AMWGICOYER UP '- IS--y z-- INSULATION - t L- c z-' FINAL BDaDING _a 7- d 2 CERTMCATE OF OCCUPANCY q---J-7- Z EL,EcnucIL PERArII3# INSPECTrONS ROUGH' FINAL MEC.HAMCAL PExMrr# -��--1 IZVSPEC77ONS ROUGH �- FINAL INSPECTIONS ROUGHA/ ER SLAB TOPOUT r r WATEXISHWER FINAL NOTES• 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 bLdkhng construction or use. For the following: I Address: 1237 MAIN STREET 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: 24253 I i i Date: 9127/2002 � DON C. FORD, C.B.O. JPost in a conspicuous space I CITY OF ATLANTIC BEACH i 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 binlding fiction or use. For the lotto ving: I i I Address: 1237 MAIN STREET Owner: BESTCON I ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME ! Use Classification: SINGLE FAMILY Permit Number: 24253 i Date: 9/27/2002 1 DON C. FORD, C.B.O. Post in a conspicuous space Sev.27, 2002 4:14PM BESTCON, Inc. No.8158 P• 2 FROM :CLPPSON 9 ASSOCIATES FAX NO. :904 396 2633 Sap. 27 2002 02:14PM PS 1 MAP SHOWING BOUNDARY SURVEY OF LOT 6, BLOCK 227, AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH AS REGORDED IN PLAT 1300K 15, PACE 34 OF TNF CURRENT PUBLIC RE00MCM OF DVYAL COUNTY, FLUKIUA- FOR: aESICON N MAKING REF N01'22-%W FOR E EASTERLv LINE FOR LIAIN 3T1P gL(vAY1pN v11CYVVN THUS: 10.38) KthMRS TO NATIONAL DDETIC VERTICA DATUM. CERTIFIED TO: a L 0 C K 2 2 8 9LOrK /Cg L 0 T 5 1 L O T 6 L 0 T 1 S01 '22'00"E IN "' 77 1!Fy o.e 50.00' 0.4 7 W? a o � VAI 13 L Q C K 2 2 / L 0 T S I City 01 AtIL111LIG UeaCh p P°° 9 0 Building and Zoning p ,a>: O C4 0 O q w <L n y ar 1v cn o 4 .r Wr. I h Q >10-V � r uD� ad 7.s 0 H Q "mow ' O w O r D O 0 U') d (� r W CO J m x 00 00 0 Z s 270.00' Le I N01 •23 0o"w_�, UTILITY rME MAIN STREET (a0' RIGHT OF WAY) FINAL RVEY: U-26-2002 NO : FOUND A jR0N5 PT AS NOTFQ FOUND TION SUR : 7—IS—ZQ02 NOTE FOUND AU, IRONS 1 N��. LSY CMIWY TPIAT THIS SURVEY, KWORMED UNDER MY RESPONSIBLE DIRECTION MEL IS THE ! F 1 MIN1f.WM TE"CAL STANDARDS FOR LAND suRvEyM'IN ACCARAANCE mTH CHAPTiR R71;17-A. FLORIDA ; 1XfNp .�• � ADIU!"STRA1141E;CODE(PURWANT T'O 51EC,'TION 4PLD27, FLORIDA STATUTES), AND FURTHER CERTIFY THAT • tri- RlDlu lWW ANE NO VISIKE ENCROACHMENTS UPON 114E SUBJECT P"ERTY EXCEPT AS$WHIM. o t/X�oN-Le na �y`+ 7�� 8.1LL,BppQX 1AAnqq ANSmTRIECTM1NI LINE �(OM iN6 LOT SURVEVRI MEREON APPEARS'TO IIC W"N-FLOPD W/Rt�l•M ANI) A-"WA= INC R :ova 4M= "X" AS Wftw FROM 1110 RJM WOUPIMM RA-M 1843 NALDO AVE„JACnCNVI w 7z20> MApS•DDMrAUN,TY PANEL 1>1-1.2�=,�DATED 4-17-40. rp.T ppq�g7i p�� 1 � FD. POINT d"�o IWR4E SURVEYED MARCH 27 2001, ![7/16—{/r/ 0 f es_ SCALE' 1' — 2V o.R w or. wL1aM[ MECISTERCD SLWWYK R NO.d4T,TLOwoA RCP t81�A�rtC PmE km FIELD Inow_ s& PAGES�;615 JOSE A. HILL OR. I °w Es To —Received Time Seo.2 7 3:2 9 P M�NOT VAtM NSNaLT 00083M skwVEVQR'S SEN. —°"— FAD LrmhY UNE Of CX YIN �Bu;,d�rg pN ,A�e o R Oa�e r 0 e tra�tOr M J HeaGn�S�e 41e`led r Gon oe9b Q P\Ce Fab � ess � EL GSR G F Oji Pre AM. ou9h IV�„n9 P1GR�1E O Pe�P Po\e C one Gp r a\ R Gl,QN Nan`Lp�N FOow\g Pta,Root\n9 Vied. c ��Pan Saes . 0 Oate WTI. \nsPect�p° Mane �nsPgOtoi ,�)q(I . C1111 Of t�r�- . - o,elal OjVlA FaA�Nsp 4 REQUES permit N0 dsDate i{ G Psc G°nd Tim ei�ed 3 Gp°tractoC pWMB\N fl Nea<`P ace pec � f ice ess p\C Aob9h (� ere Fab pp. P\- put 30b E�E� G VIP .Z�I � ough in9 � Sewec p,�net s \� CGNCRp�E � aemP p°ie D N Ddl, Name tm9 Fsna gpE�\O ats. �ei pN�PDy fo \N jM. lea pM tnsUia jUes perfsca o Date inSPeCAO Made °t tnsP BUILDING, PLA NNINGAND ZONING INSPECTION DEPAR TMENT CITY OFATLANTIC BEACH, FLORIDA CER TIFIC4TE OF OCCUPANCY WORKSHEET Date Requested: Building Contractor : 4 �� Building Permit Number : 5 - Address : l 3.7 $A" it Legal Description: (7L Improvements to the above described property have been completed in accordance with the terms of the pe=it and is certified to be ready for occupancy as Lowest Floor Elevation: 10i o 011 required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire L Public Works Planning & -d Building 1 " / ze) r I- F1 OODPLAZ DFy7ELOPkGR�'t' INFORMATION Location:: S? &�a Type of Development: Flood Zone: Required Lowest Floor Elevation: If binding is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood eievation established for that zone. No final inspection will be made and no certrEcate of occuparxy will be issued until the survey is on file with the Building Department. COMVE NTS: An Acimowiedgruent: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data.have been or Shan be provided as required. i agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the pro elop me= Date ` —Applic:aIIt's S i$nature G l,, Departs Use: Required Lowest Floor Elevation As Built Lowest door Elevation Survey Filed with Building Department Banlding Depaz=ent Repaes ive NOTICE TO: Water Department FROM: Building Department DATE: 1-0__a_ O_Z-- 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 ------------- ___------------------------ -------------------- ------------- --------------------------- ------------------- --------------------------- -------------------- erely, Pat Harris Building Department MC u2c MCIw 3167-201 S.ST.Jam* ftmurrr JAcx3c*mc r.FL September 10, 2002 Mr. Don Ford City of Atlantic Beach Inspection Department 800 Seminole Road, Atlantic Beach FL 32233 Don — We respectfully request that temporary power for the new BESTCON, Inc. home con- structed at the address listed below be turned on for a period of thirty (30) days for testing purposes. We will be responsible for anything that may occur due to the energizing of the service prior to the Certificate of Occupancy, and the approval and completion of the job. Yours truly, Gary Perkins Dynamic Electric, Inc. Re: Lot 6 Block 227 Atlantic Beach APPROVE -) CITY. OF ATLANTIC 6EACH BUILDING OFFICE Residence: SPEC '' Address: 1237 Main Street Permit #: 24253 all- CITY OF �ft�a�tic f�eacG - ��vuc�a 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5443 TELEPHONE (904) 247-5800 FAX (904) 247-5805 v �€ SUNCOM 852-5800 c. DATE JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Rei ►nal Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS lxm All Please call me at 904-247-5826 if you have any questions. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH BUILDING AND ZONING 800 SEMINOLE ROAD ATLANTIC BEACH FLORIDA 32233 INSPECTION PHONE LINE 904-247-5826 Application Number . . . . . 02-00024832 Date 9/18/02 Property Address . . . . . . 1237 MAIN ST Application description . . . PLUMBING ONLY Property Zoning 17 L SINGLE FAMILY Application valuat ' 0 " Owner an�racf- -------- _ --- .4:------ - - - - ------- BESTCON, I C - H A M T,' . INC. 2134 SO CH 3 31. r R20 JAX BEA 2250 MIDDLEbUl1, . FL 32068 (904) 4 �z3"I4 (904) 282 ' 413. ---- �; ---- PermUMB I`1' AddiionalINKLER SYSTEM ' Perplt ` Fee :ADO Plan Check .00 Valuation 0 Isse Dates " Few zmma> m _•"'"Paid Credited � D7_ e--- x OOr . 00 Pelt F To {}0" . 25. 0 00C 00 .00 00Ply,anic "tl `( 25.tGrtala5� O z V el, $� el 14, 01 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. CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: / o2 3 7 M A JW S�- OWNER OF PROPERTY: TEL. PLUMBING CONTRACTOR: 2L7 /Y1Ghy�} �ryj�,✓�- i'l/�- 3 z.G� CONTRACTOR'S ADDRESS: -3'73/ -�— v;�� ✓�'t i app> G-f �"� STATE LICENSE NUMBER: — S TEL. &glJS 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 c d t) S co,hJkjwf-L-� TOTAL FIXTURES: X $3.50 +$15.00= NIINIMUM PERMIT FEE: $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS—(904)247-5826. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 ,0: 0t„.,�,,�s.wr��C,•''t mr,°.��`•�-Ti�;'a,:'Seminole zTs�j7'�.et^gs�>+�"ns�•-�.ryr�,:�t,tk{E'�c'rm^.t^c��s,k1•'n Ym�wzt�'.e'��.Sa,��'j-.�>,a��,fi�{'G�i.'�n�h j Aoz�y'rl+�°'`ire :R��rcov'r"T•e'.7��s'.s?'A'.�.�'��r�,-,n-�tly�4lx+�''�ylYtasaO'rhd wtas-'A. t�.•�xl,.al ,.�nu"aT."�'tNs;c`��SS,ah`rwrt.+c•'�d.: t�?1r�wi�.ce.d',z,An'i��."s�•....�1'„:�!,.i....7'y;�afx;..;e,(,ktt��.'; if��jr,,„•.a,�ty'`t,Beach, wea'��5�lc�Z"•xwLa�r„�'.i"''n�+P'.ka`+��',Y,r�?ggar”°,^v•as+^?Ir,^,{F°^'-,iK„nr}""{a,�a'3��ch,ilem�a,�� :,�ants�"+,4G+'•"Pr1+..9r,F�4''�.s FiLai•x,a�q.':�+q,`tz1ay.'3,ar?'i�1�h A'C”'•.is=.!";axj'.`v:'it�,-"��.`=�'s.+�0�xe''S.p?��tr1 25{f2.'.:"�xu,s'SwMwy.�',i4i��ui�,:3u•sN"s3'cn.b&7''�_.�r.ai+a{3,w•�;Si',�+4i,�'i�..1��#',1.�•�i,s.yd.7�'.f"f v"a¢u'1 G3i•.r`:�+,w°r;--4.�'��7+,`j?q:'.^fii��t-',S��$te,N�;nu«lrr.xd`d"y.tr5•��$:��ya�3r�fGT'+cz-"Clr��,'�.'��'3s��^U'Rfl"t,'.'„�q,iS��H"m"�izt""i r5''ti.'+a`• ei.��rtir,ra�.t�-0�r'�Y+§ar'ca�'n�}+ti��af*.si��:•a�+LgI lW`r,��,+3el9:fb�fHyp+yTj^�•.�;J utr5"MrY'�s.v"�t)r'',��`t.a-om,^s-,AY.w�'�.tae.24�""�K��x,,A'�,,,"k.S�r�.Yn�Q"�s*,aw�j��'.'H��1•�e',�nuc;;7�C-'''^Ym��",♦"5A 8w� 2e"'��i6�,*�Mrr*rer��`i7�''�..k''��";E•;-a 'Fax: w2� 4�,p�.+�'.4N,�!�`C.r�+Y rx•a'''��,r.*.,U�"��.AT 7A„+9 -" 5r"}„n ,ct 8k. ,ta r+s7+�,,n'w`�F4o 7 PLUMBING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24373 Address: MAINSTREET Permit Type: PLUMBING ATLANTIC BEACH, FL 322"�s Tr” 3 + H'•�a4s 3 Classof Work: NEW Township: Ranger Bow"+tyw s� �o r °•'xt M3e exs w5+..ks - ir .Y {' � : Proposed Use:. SINGLE FAMILYLot(s):6 Block: 227 Section3.�p g +S.f : Square Feet: Subdivision: SECTIONH Est.-Value: . Parcel Number: OWNER INFORMATION Improv. Cost: Date Issued: 7/01/2002 Name: BESTCON Total Fees.: 53.50 Address: 2440 SOUTH BEACH PARKWAY .' 0 Amount Paid: 53.50 JACKSONVILLE BEACH, FL 3225 Date'Paid: 7/01/2002 Phone: (904)246-73747 Work Desc:' INSTALL 11 FIXTURES CONTRACTOR(S) DON HARRIS PLUMBING53.50. 5,1 0 A p ` ;on xAl. 50 ` , «;`GMkw T :`$ Tk ` �q TION NOTICE A 2 ,01 MIN a �,R Y PUBLICBUILDING MATE � OWNER SPACE, ANDMUS "FAILURE TO COMFFF ^ � NPROPERTY OWER a tgBJECT TO REVOCATION ISSUED ACCORDING TO APPREPFOR VIOLATION OF APPLICABL0c,- 14 1101 1 . A" lips- .. �. ATLANTIC BEACH BU LDI G. DEPT. 1� 1fM9 Q:f�W S CITY OF ATLANTIC BEACH A PLICATION FOR PLUMBING PEP.MIT Bldg. Permit# JOB LOCATION: OWNER OF PROPERTY: BUILDING CONTRACTOR: PLUMBING CONTRACTOR Don Harris Plumbing, Co. AND ADDRESS: P.O. Box 14668 Jacksonville, FL 32210 _ TELEPHONE NUMBER: (904) 772-0900 ' STATE LICENSE NO: CFC019194 TYPE OF BUILDING: New Construction TYPE OF WORK: New Plumbing HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS / SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: x $3.50 + $15.00 = $ --------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITIONkOF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL. 2475826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit um r: 24521 Address: 1237 MAIN STREET E Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Lots :6 Block: 227 Section: I Proposed Use: SINGLE FAMILY Subdivision: SECTION H Square Feet: Est:Value: Parcel Number: Improv.Cost: OWNER INFORMATION Date Issued: 7/24/2002 Name: BESTCON Total Fees: 43.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 43.00 JACKSONVILLE BEACH,FL 32250 Date Paid: 7/24/2002 Phone: 904)246-3747 Work Desc INSTALL NEW HVAC (CATION FEES CONTRACTOR(S) 43.00 CHAPPELL HEATING &AIR COND x r NOTICE QN BUILDING MATERIAL SPACE,AND MUST BE CLEARED "FAILURE 76 COMPL _ R,ye THE PROPERTY OWNER PA ISSUED ACCORDING TO APPRO SUBJECT TO REVOCATION FOR VIOLATION OF.APPLICABLE PR Oyer: DBMITN Type: OC Drawer: 1 W*: MAM it Receipt no: 75286 A NTIC B lCH BUILDIN EPT. l01nT*08=�LDIIIG i 843.99 1237 IUI1 3T Cl'CICS 1575 $129.89 Trans date: MA182 Tim: 17:93:39 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT—Applicant to complete all items in sections I, II, III, and IV. I. Street Address: S LOCATION OF Intersecting Streets:Between And BUILDING I Sub-division II. INDENTIFICATION—To be completed by all applicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Name of Mechanical /1 Q J Contractors n � Contractor Print l� /J / Master 4'a J^— ©pd Z Name of Property t Owner 'J Signature ofOwner Signature of Or Authorized Agent Architect or Engineer III. GENERAb INFORMATION A. Ty of beating fuel: B. fir Electric IS OTHER CONSTRUCTION BEING DONE ON THIS ❑ Gas: _LP Natural _Central Utility BUILDING OR SITE? ❑ Oil ❑ Other—Specify IF YES,GIVE NUMBER O(CONSTRUCTION PERMIT Z S IV. MECHANICAL EQUIPMENT TO BE DIATURE OE WORK INSTALLED D/�esidential or Commercial fif New Building provide complete list of components on k of this form) ❑ Existing Building gr" Heat _Space _Recessed Central _Floor ❑ Replacement of existing system lY-Air Conditioning: Room Central W"O" New Installation ❑ Duct System: Material Thic ess (No system previously installed) y I�� ❑ Extension add-on to existing system Maximum capacity � cfm ❑ Other- Specify ❑ Refrigeration ❑ Cooling tower: Capacity Rpm ❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY ❑ Elevator: _ Manlift_Escalator (Number) ❑ Gasoline pumps (Number) (Received} ❑ Tanks (Number) ❑ LPG containers (Number) Remarks ❑ Unfired pressure vessel Permit Approved by Date ❑ Boilers ❑ Other—Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving Tons Agency oiv D N71 �- HEATING—FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving BTU Agency d 6 G TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency 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: 24503 Address: 1237 MAIN STREET Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lots :6 Block: 227 Section: Subdivision: SECTION H Square Feet: Est. Valuer _ Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 7/23/2002 Name: BESTCON Total Fees: 50.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 50.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 7/23/2002 004 246-3747 Work Desc: INSTALL NEW 200 A _ � SERVICE CONTRACTORS w: .. ATION FEES DYNAMIC ELECTRIC COMPAN . 50.00 Y M. r. NOTICE - IN EOf � � �� ECTION �a ^ e'�'atr�„r s 'tri��'q x F ,x .4' Y "'Cr,..IP�J ivi' J3°�'. Y [1 it9 `�s 5 BUILDING MATERIAL 1 fS FROMwT`m1 1 ISA til `I~BE BI � ` IC SPACE, AND � �CtQR MUST BE CLEARED UPS° R k r � IN THE "FAILURE TO COMPL PROPERTY OWNER PAYIf ISSUED ACCORDING TO APPROVED ' IT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIa � t w x'18 p 1 WIMG 1 INA A NTIC BEA H BU DING DEPT. 1237 WN St CEM 4"A dital 7124/82 Time: 9:23-96 is �. 1 RECEIVED i i1i C a} ....... ..... ' City of Atlantic Beach Building and Lonfirg City of Atlantic Beach• 800 Seminole Road- Atlantic Beach,Florida 32233-544.5 Phone: (904)247-5800 • FAX (904)247-5805• http://www/ei.atlantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY(DUPLEX) CONSTRUCTION (INCLIJDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS, MOVING Olt DEMOIJ 1'lON) DATE an J013 ADDRESS � C�a2�7 oya4 AJLI &9LA APPLICANT —rh 11 ADDRESS PHONE: LEGA(, )ESCRIPTION: BLOCK NUMBER IAT NVJ MD*,Ji__C&t ZONING DIST CCT CONTRACTORSTATE LICENSE MJMBE)ft ADDRESSPHONE CITY t11"A IL �TATF GIA' FAX al L.= DIESCRIBE PROPOSED USF. AND WORK TO BE DONE t PRESENT USE OF I,,A.NT)OR BIIALDING(S) �.. VALUATION OF PROPOSCD CONSTRUCTION CO , Is this an addition? Ab If yes, what are the dimensions of the added space: AIA feet by h6 feet Will the added urea be heated and cooled? New electrical or increase in service? ' New plumbing fixtures? ...A!.A--- New fireplace? M New heating/air conditioning'? , Is approval or Homeowner's Association or other private entity required? If yes,please submit with this application. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) S'1'1&r 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 7otung designation,please have Property Appraiser's,Real Fstato Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey is required. (If not required, written verification. must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach, FI, 32233 Telephone: (904)247-5834 =02 Received Time Apr . 30 . 12 . 18PM jo. 2 ST1EP 3. Please submit EMecgy CUdC FUIM,s, Nutiuu of Corntnencument, Owner/Contractor Affidavit if owner is contractor, and four(4) complete Sets of construction plans to the Building Depament, which is located at the Atlantic Beach City Hall, 300 Seminole Road,Atlantic Beach,PL 32233 Telephone.(904)247-51326 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sullicicnt to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the-legnl cimmiption 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. Existing;and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features, inclheding any juri%dictinml wetlnnd.-, CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT A INFORMATION PROVIDED WITH THIS"PLICATION IS CORRECT, SIGNATURE OF OWNER M 6"1 .rDATE 11F.REBY CERTIFY THAT I HAYE KCAD AND EXAMINLO 'I'PIIS AFFLICATION AND KNOW TILE SA4E TO BE TRUE AND CORRECT. ALA, PROVISIONS OF THE ]LAWS AND ORDINANCES GOVERNING TEAS 'TYPE OF WORK WILL BE COMPLIED WITII,WHETHER SPECIFIED HFRIEIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE.AUTHORITY TO VIOLATE OR CANCEL TUE PROVISIONS OF ANY FEDERAL,STATE:OR LOCAL RULES, REGULATIONS,ORDINANCES,OR ]LAWS IN ANY MANNER, INCLUDING TT-W,GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROP E1R'A'Y. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPONTHE ABOVE INFORMATION BEING TRUE AND COIM ECT AND THAT TIFF PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REOUTRED. SIGNATURE OF CONTRACTOR � �---- DA'l"il: `� J ADDRESS AND CONTACT INFORMATION OF l'E RSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINK) NAME —bid, MAILING ADDRESS rrLd Z2 1i ✓', o �F •' r' FAX AX E-MA f neees Cor i SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF STATE OF FLORIDA,COUNTY OF DUVAL ``%% ►AEN.�;eCt`��i�� NOTARY'S SIGNA,I'YJItA�; t AS TO OWNER: z* `�� `�oto: 3crsonally known ❑ Produced identification Q a D00927 " Type of identification produced koro •�O� �'i�(ie•46!lcUnder'•�t ��C,/STATEO��``. AS TO CONTRACTOR: Personally known ❑ Produced identification Type of identification produced 128/o2 Received Time Apr . 30 . 12 : 18PM Jun.12- 2002 S:03AM BESTCQN, Inc, Nn•5007 P. 2 FROM :0-ARSON & ASSOCIATES FW NO. :404 396 2633 Jun. 11 2002 02:4" P3 MAP SHOWING PLOT PLAN OF LOT 6. BLOCK '227, AS SHOWN 6N MAP OF SECTION "H" ATLANTIC BEACH At RE00RDED IN PIAT OWK 16. PAGE 34 OF THE CUR*Ck1' IvUSUC Ri00RDsi OF OUVAL COUNTY. FLORIDA. FOR: 5ESTCObi- INC_ NC REFERENCE: NOt i1pQ'W FOR SFIE 6 Y R tXXTR T. 1 D L d C K 2 2 8 RLQOK 198 L O T 6 L 0 T a L O Y 1 TREP 1 F6 NO- S01 w2,2"00"E TWJilius, 1 1+o 50.00 o.c OAK cW �• .+.�} • ~ swEET Trwinj^) WAMOUA ° TwMK > rAr 9 L O Cr Kr.. .. �,� .2.7..E O NO' PCREn1NOk iA7 Q C1 pr) N — O t�' a .m OCTUPi048'3✓" � 7.a• �* ,- I F- W I ��O Y A o d o o `0 o r w a 0. At10w 0 co I (21r) (L (24') (37 J d ~ J ;o OD � Z S. _' CIO L r i- ts•� to -- I La- 270.00' NOl•2 'oo"w MAIN STREET (50' W(Wr OF WAY) lam . IFC L91 iLIRV[YED„MON APKARS TO LIE WWN FL= :)Lwo RAW Milli.�L"TV PumW I.f1tl7�090PRI1+00.DATED n=401,14417-89...DATE _-- MAY 920OZ SCALE- 1' - 2O'FMLO BOOK 624 PACES��$ OFELAND SURVEYORS 7GO AVENU, G8;Y8t) ime Jun•II''.'4 05PY JncucaDkMLIG,R- 3=7 CITY OF �t�Cuttic �eac( - ��evtida 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE (904) 247-5800 FAX (904)247-5805 •A� SUNCOM 852-5800 DATE 2. JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Rough Electrical Inspections Dear Connie: Rough Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS Please call me at 904-247-5826 if you have any questions. S ly, r' ATLANTIC BEACH BUILDING DEPARTMENT Owner: SPEC Lot: 6 Block 227 Atlantic Beach SPECIFICATIONS DATE: 6/5/2002 BUILDER: BESTCON, Inc. CONSTRUCTION JOB ADDRESS: Lot 6 Block 227 Main Street Atlantic Beach, FI All Items may not apply.(Marked either"In Allowance,""Owner Choice,"Not Applicable—"N/A"or None. 2. FOUNDATION: Not Applicable- Monolithic Slab FOOTING-Concrete Mix or PSI: NA Slump: NA Width: N/A Depth: N/A Reinforcing: N/A Number: N/A 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: N/A If Concrete Block-Size: N/A Concrete Mix or PSI: N/A Slump: N/A Width: N/A Beam Pocket Size: N/A Reinforcing: N/A Number: N/A Spacing: N/A N/A PIERS-Concrete Mix or PSI: N/A Slump: N/A Diameter N/A Depth: N/A Spacing: N/A N/A Reinforcing: N/A Number: 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 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 1 Owner: SPEC Lot: 6 Block 227 Atlantic Beach COLUMNS-Material: N/ASize: 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 2 Owner: SPEC Lot: 6 Block 227 Atlantic Beach 2.FLAW CONCRETE: BASEMENT FLOOR-Concrete Mix or PSI: No Basement Tslump: 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 &Curing Compound/Sealer: Steel smooth (no curing compound) STOOPS OR PORCHES-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: Varies Finish &Curing Compound/Sealer: Broom finish SIDEWALKS-Concrete Mix or PSI: 2500 Slump: 3 Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 3'wide Finish &Curing Compound/Sealer: Broom PATIOS-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 8'x 10' Finish &Curing Compound/Sealer: Broom DRIVEWAY-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 16'wide Finish &Curing Compound/Sealer: Broom IF REINFORCING REBAR-List Spacing: 2 - #5 at perimeter FOUNDATION BOLTS-Spacing: 1/2"x 10"32"O.C. Location: At perimeter 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. BESTCaN,INC. 2440 South Beach Parkway • Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 3 Owner: SPEC Lot: 6 Block 227 Atlantic Beach 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 Underlayment 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: Hardiplank sides, stucco front 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 Use Gracie& 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 N/A 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-022365 904 246-3747 • Fax 904 246-7126 Page 4 Owner:SPEC Lot: 6 Blocic 227 Atlantic Beach Exteri®r Trim Materlail/Grade®r 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 S. ROOFING: Shingles Material: TAMKO Fiberglass Grade: 20 year Fungus Resistant Weight/Thickness/Size: Spacing: Nails: 1-1/4"galvanized Felt: 15# --7Size/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 CFTC-022365 904 246-3747 • Fax 904 246-7126 Page 5 Owner: SPEC Lot: 6 Block 227 Atlantic Beach 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 1st 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 N/A N/A 1st 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 ROLL-LITE Model 110 16'x7' 2-1/2" ROLL-LITE Other: BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 6 Owner:SPEC Lot: 6 Block 227 Atlantic Beach S. INSULATION: Location Material Thic!cness R-Value Vapor Total Sq. Barrier Footage Walls Fiberglass 3-1'2" 11 Tyvek 1650 Ceiling Fiberglass Batt/Blow 9-1/4"/13" 30 Kraft 1700 Rim Joist N/A Floor N/A Other: 9. INTERIOR MILLWORK: Item Manufacturer Style Size &/or Material Doors Generic Hardboard 6-Panel Varies Casing Generic Finger jointed white pine WMP-256 2-1/4- Base Generic Masonite 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 7 Owner: SPEC Lot: 6 Block 227 Atlantic Beach 10. INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALL/PLASTER Room Material Thickness Method of No. of Coats Installation Walls Ceilings ALL WALLS Sheetrock ,/Z„ 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 8 Owner: SPEC Lot: 6 Block 227 Atlantic Beach 11. CABINETS VANMES COUNTERTOPS BOOKCASES: LOCATION MANUFACTURER STYLE TOP BACKSPLASH HARDWARE &/OR MATERIAL Kitchen Dakota Flat panel WilsonArt 4"WilsonArt None Master Bath Dakota Flat panel WilsonArt 4"WilsonArt None Guest Bath Bath #1 Dakota Flat panel WilsonArt 4"WilsonArt None LEE 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 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 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 -7 STUCCO MIX: Masonry, front only Finish: Textured Thickness: 5/8" No, of Coats: 3 LMortar 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 9 Owner: SPEC Lot: 6 Block 227 Atlantic Beach 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: JANITROL C/U CPKE30-1A A/H A30-05 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 Plumber of Return Air Other Basement N/A N/A First Floor 11 1 Second Floor N/A N/A Registers Brand Name, Style, & Number: CODY One-way throw—11 Grilles Brand Name, Style, & Number: CODY Flue Material: N/A 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 SESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 10 Owner: SPEC Lot: 6 Block 227 Atlantic Beach 14. PLUMBING: Waste Disposal-Public: City of Jacksonville Beach Private: N/A Disposal Field: N/A Water Supply-Public: City of Jacksonville Beach Private: N/A Pressure Reducing Valve-Make &Model: N/A Gas Supply-Public: N/A 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 3/4" House to Water Heater CPVC SCD40 Glue 3/4" House to Bathrooms CPVC SCD40 Glue 3/4"TO 1/2" House to Kitchen Sink CPVC SCD40 Glue 3/4"TO 1/2" House to Refrigerator CPVC SCD40 Glue 3/4"TO 1/2" House to Dishwasher CPVC SCD40 Glue 3/4"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 11 Owner: SPEC Lot: 6 Block 227 Atlantic Beach Gas Supply Material Joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A Description-(Brand Name, Model Number,etc. Bathroom-Fixtures Master Bath Guest Bath #1 Bath Bath #2 Water Closet STERLING Elongated STERLING Elongated Toilet Seat Church Church Shower LASCO 3442 Tub STERLING 2660 Acrylic Feature Tub Faucet&Control DELTA D- DELTA D- Lever 2710LHP/H62/A62WH 1448LHP/H71/A72WH Shower Faucet&Control DELTA D- 1324LHP/H71/A72WH Lavatory Faucet&Control DELTA D- DELTA D- 2521LHP/H22/A22WH 2521LHP/H22/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: N/A Other: BESTCaN,INC. 2440 South Beach Parkway •Jacksonville Beach - FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 12 Owner: SPEC Lot: 6 Block 227 Atlantic Beach Fixture Descriiptii®n-Brand Name, Model Number,etc. Size/Other Kitchen Sink Eljer C/I 33x22 4 hole 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 E�: I 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 T 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 It 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 13 Owner: SPEC Lot: 6 Block 227 Atlantic Beach 220 High Voltage Wiring Detail: Item Wire Breaker Size Individual Quantity Size Circuit 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 3 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 14 Owner: SPEC Lot: 6 Block 227 Atlantic Beach 110 Voltage Wiring Detail: Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Kitchen/Nook 20 amp #12 CU 4 4 15 Dining/Family 15 amp #14 CU 6 3 6 Foyer 15 amp #14 CU 3 1 0 Hall 15 amp #14 CU 1 1 0 Master Bath 15 amp #14 CU 2 2 1 Guest Bath 15 amp #14 CU 2 2 1 Bath #1 Bath #2 Master Bedroom 15 amp #14 CU 3 2 5 Bedroom #1 15 amp #14 CU 1 1 5 Bedroom #2 15 amp #14 CU 1 1 4 Bedroom #3 Closet #1 15 amp #14 CU 0 1 0 Closet #2 Closet #3 Closet#4 Clothes Washer 15 amp #14 CU 0 1 2 Garage 15 amp #14 CU 1 2 2 BESTCCN,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 15 Owner: SPEC Lot: 6 Block 227 Atlantic Beach 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 CI 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 4 3 Weatherproof Recept.. 15 amp #14/2 CU 2 Smoke Detectors 15 amp #14/2 CU 5 Electrical Fixtures Supplied and not in Electrical Allowance: Iters Brand Name & Model Number Wire Size Quantity Dining Room FURNISHED BY OWNER 1 Breakfast Nook Progress 4609-30 1 Foyer Recess with open trim 1 Rear Wall Bracket Progress 5602-11 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 5846-11 1 Front Porch (O/H) Progress 5805-11 1 Kitchen Sink(0/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 16 Owner: SPEC Lot: 6 Block 227 Atlantic Beach 16. PAINTING: PAINT, EXTERIOR: COLORWHEEL CW#300 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: COLORWHEEL CW#350 2 - coats Swiss Coffee L-4 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 17 Owner: SPEC Lot: 6 Block 227 Atlantic Beach 13. CERAMIC TILE: LOCATION FLOOR WALLS iBACKSPLASFI TUB/SHOWER 07IER 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 CMLE 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 Roof Ventilator Brand Name &Model: N/A 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: 3 Burglar Alarm Brand Name &Model: N/A Other: 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: 3,000 SF of Floritam St. Augustine Number and species of plants: 30 - 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. BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 18 Owner: SPEC Lot: 6 Block 227 Atlantic Beach BESTCCN,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 19 Owner: SPEC Lot: 6 Block 227 Atlantic Beach 22. ALLOWANCES: Manufacturer and INSTALLATION ITEM Model/Style 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'CRE 9400CE N/A Dishwasher MAYTAG DWU7402 N/A Hood vent MAYTAG H 304RA 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 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 20 Of 40 `- Oa�ott%c a�N t\,All, �'Goes t F° pecnntNo. t � A•�' �.-� soca\�tY V\ ` G PM• � - � N1CAL M IA C Date \c Gond.& Feee\Ved � Factor QWMe�NG fl Nea\gyp ace job dress �N`Cpl lop DKt pre FabP gew , 0 Owner's coNCA �E G tem!po\e Friday Oame Footion9 C F1°a gpE��oN rs. B�1LU�No O g\ab \N Shu O \Urate\ REpoY F Framing• wed P M. FeFooho9 pM. \ogecron panel lnsu\at�o Fina\ Sues• Oe�riicate°t OCC Dake b��V ectron Made \rasp \nsped,01 CITY OF T I 4&4m& /3w44-4" Office of Building Official REQUEST FOR INSPECTION Date- ~ Permit No. Time A.M. Received RK Jolt Address Locality Owner's ,^ C i Name ��J� ____Contractor 5�-5t BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing 11 Footing Rough Wiring G' Rough Q Air Cond.& 11 Re Roofing ❑ Slab U Temp Pole ❑ Top Out n Heating Insulation ❑ Lintel u Final ❑ Sewer r Fire Place 0 Pr READY FOR INSPECTION Fab Tues. ,1f Wed. Thurs. ri iG Z`t I(.11 A.M. V1nctiroM,d, —P.M. Inspector1 Final Inspection❑ L/'T I---— Certificate of Occupancy.71 Date CITY_.OF i 4&x& � waA-0;ktZiQts Office of Building Official REQUEST FOR INSPECTION Date Permit No. � Time A.M. Received PM, Job Address Locality Owner's Ds t J Name Contractor _. BUDDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing ❑- Slab ❑' Temp Pole n, Top Out ❑ Heating Insulation Lintel ❑ Final ❑ Sewer ❑ Fire Place Cl Pre Fab READY FOR INSPECTION A.M Mon. Tues. (_ Wed. Thurs. �Frfda Qy` .Q A.M. Inspection Made tY !y PM. inspector Final Inspection❑ � i Certificate of Occupancy❑ Date A11�� ,� //CITY OF ' - •J- fY&4a, fG /3�-4" Office of Building Official REQUEST FOR INSPECTION Date —�V,—)— Permit No. Time A.M. Received P.M. C" �t7�3 Job Addr ss Locality t O ner's -- Nam Contractor BUILDING CONCRETE E ECTRICAL MBI MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ 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. Wed. Thurs. Friday Inspection Made \�t V P.M. Inspector Final Inspection ❑ Certificate of Occupancy❑ Date CITY OF y4tlasfic �3eacl:-��tsd� ,� Office of Building Official REQUEST FOR INSPECTION Date Permit No. --` Time A.M. Received P _ Job Addrells s9cality OwnerName =T\ Y`- �v Contractor c--- BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab _❑.�� Final Temp Pole 11Top Out ElHeating �sulation LIT', Lintel;.11, , ❑ Sewer ❑ Fire Place ❑ a �f •' Pre Fab READY FOR INSPECTION Mon. ,-° Tues. Wed. Thurs. Friday P.M. 1 ,- A.M. Inspection Made P.M. Inspector Final Inspection ❑ Certificate of Occupancy❑ Date 6aVc4 1123 Cl Y OF ATLANTIC BEACH, FLORIDA Ll APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 20Z-324- IMPORTANT 0DIMPORTANT NOTICE: IN CONSIDERATION OF.PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCO CE WITH THE ATTACHED PLANS AND SPLCInCATIONS,WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. i ELECTRICAL.FIRM: MASTER ELECTRICIAN SIGNATURE: S• OWNERS NAME: ADDRESS: MA V'0RFD—BOX— BLDG. FDBOX_,_,,,,BLDG. SIZE BETWEEN: RES.(f4—"APT.( ) COMMJ( ) PUBLIC( ) INDUS.( ) NEW(kr-OLD( ) REW-( ) i ADDITION( ) TRAILER( )! TEMP.( ) SIGNS( ) SQ. FT. I SERVICE: NEWd INCREASE REPAIR( ) CONDUCTOR SIZE o AMPS: COPPER( ) ALUM. FEES �f�0 i SWITCH OR BREAKER c--6-t�- AMPS r PH _'3 W VOLT RACEWAY EXIST'. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZEN0. SIZE NO. SIZE i LIGHTING OUTLETS ICONCEALED OPEN TOTAL RECEPTACLES ( CONCEALEDOPEN TOTAL 0.30AWS 31.100 AMPS SWITCHES INCANDESCENT { _ i FLOURESCENT& M.V. FIXED 0.100 S I OVER APPLIANCES I I I BELE. TRANSF. AIR H.P. TING H.P.RATING CEIL. KW-HEAT CONDITIONING CO . MOTOR OTHER MOTORS AMPS ]HEAT _ 0.1 OVER MOTORS H.P. VOLT GE PHS NO. 1 H.P. VOLTAGE PHS j I - - MISCELLANEOUS UNDER 600V OVER 600V _ TRANSFORMERS: NO. KVA NO. _ KVA _ NO.NEON TRANSF. NO A MA MOTOR SIZE SWITCH FLASHERS_ EACH SIGN Updated 5!20/2002 AV4 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING i 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION ^+ Permit Number: 24253 - Address: 1237 MAIN STREET Permit Type: 'BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):6 Block: 227 Section: Square Feet: Subdivision: SECTION H Est. Value: Parcel Number: Improv. Cost: 102,200.00 OWNER INFORMATION Date Issued: 6/12/2002 Name: BESTCON Total-Fees: 3,532.66 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 3,532^66 JACKSONVILLE BEACH, FL 32250 . Date Paid: 6/12/2002 PlaQne._(904)246-3747 Work D_ esc: _CONSTRUCT NEW HO 7 3 _ CONTRACTOR(S) LIGATION FEES BESTCON, INC. 704.00 k � � z w � 370.00 1,250.00 85.06 5.6/5 0.30^ � ,�, .� 325.00 35.00 7. s 750.00 6.94 77 C, N 444 a�»8 � 4x. 1. � �^i �x a �� "yak t �f � �-3.fb_� >•5� �'�..� 3 ;a .. ' NOTI WU, 5 � � IO O;1 `TION — ---= Pz BUILDING MATERIA" p 0 ' 'IC SPACE,AND MUST BE CLEARED A �Y3It`ITg0 { "FAILURE TO COM 4t �;��. " ,,,• '"� N THE PROPERTY OWNER P k ISSUED ACCORDING TO APPRO 'ND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PR Al 1 I I" 1 I JUN r: CHERYLE pe, Drawer: 1. teC 1 1 Receip no: 64853 ING 1 $704.00 ATLANTIC B BUIL DEPT. 88 CK CHECKS 1891 $3532.66 tillft *q VI:V121 ip; 16:59:01 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address �v�-3 / i�int) J- — Date Date ' //- O �^ Heated Square Footage 1 1 9 0 @ $ per sq ft = $ Garage/Shed 353 @ $ Per sq ft = $ Carport/Porch k$ r• per sq ft = $ Deck P$—per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ /0 / D 2� Zoo /-/(�, 0 $ yG o Total Valuation 1st $ /001006- 2 Lo © S $ 4 Remaining Value $ per thousand 04 portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ ( ) Fireplaces @ $15 . 00 $ --� BUILDING PERMIT FEE $ WATER IMPACT FEE $ 310 SEWER IMPACT FEE $ / A S-0 WATER METER/TAP $ )r CAPITAL IMPROVEMENT $ 3 2 - Ir-SEWER TAP $ '0 (1190) RADON (HRS) .0050 $ r. 0 fo SECTION H PAVING $ :a r_� HYDRAULIC SHARES $ O CROSS CONNECTION $ (/5V-. SURCHARGE .0050 $�s9 OTHER $ / GRAND TOTAL DUE $ 3,53 2. 6 G ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank ; Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES: RES1DENTI9L_ZHE0_KLIST FOR ONE & TWO FAMILY DWELLINGS NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY AND DETAIL - (FBC 104 .2.11 or— C7 PLANS EXAMINER: _(r) ) /—E3 l�D DATE: 45 " ® 'OWNER: 7`f O 0 /e, 'e" PERMIT NUMBER: CONTRACTOR-. S 7-C ,4 b R eo PHONE NUMBER: 2- ( CIRCLE ) I. Survey: 1. Is a specific purpose survey submitted? Yes Ny��/A 2. Is correct Flood Zone shown? YesV71 , N/A 3. Are existing grade elevations shown for structures located in an "A" or "V" zona? Yes NO��l� 4. on lots in multiple flood zones, are flood zone lines indicated? Yes No-tX A ✓ 5. Is property in a flood way? Yes Noes/Aa/� G. Is flood way line shown? Yes No N/A II. Site Plan: {FBC 104.2.41 1. Is Site Plan submitted? Yes o N/A 2. To North arrow shown? Yes o N/A 3. Is lot width and length shown? Yeso N/A 4 . Is structure shown on site plan with all setback dimensions? Yes }ao N/A S. Does structure layout match the floor plan? Yes,/Npp N/A 6. Are drainage/storm water run-off requirements noted? Yes"o N/A 7. Are all easements shown? Yea a.,kpp N/A 8. • Is proposed driveway shown? Yes!. 4o N/A 9. Is landscape and irrigation layout shown? Yes No -A/A 10. Is septic tank and drain field location shown? Yes No N/A✓ 11. Is L.P. gas tank 4 size shown? Yes No N/A III. Structure Code Compliance: 1. Are plans sealed by architect or engineer? Yes VI/No N/A A. Are structural calculations submitted? YeeO P"N/A 2. Is correct wind speed shown? (FBC Figure 16063 Yep��4No N/A 3, Is exposure category shown? (FBC 1606.1.63 Yes 40 N/A 4. Is Importance Factor shown per FSC Table 1600 Yes. No rN/A 5. Are pressures for wind loading on components and cladding shown per FBC 1606.2.57 YeaV-*o N/A 6. Does structure meet requirements of FBC Table 500 for number of stories and allowable area? Yes Vd'o N/A 7. Does structure meet Fire Resistance Ratings of FBC Table 600 for structural elements? Yes N/A N/A 8. Are plans designed per SSTD 10-99? Yes yNo 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 (Continued) III. Structure Code Compliance. (Continued) 9. Are plans designed per "Guide to Concrete Masonry Residential Ooe Construction in_&igh wind Areas"? Yes No N/A% A. Are all appropriate charts and tables shown? Yea No N/A%/ S. Are all appropriate requirements circled or highlighted? Yes No N/A 10. Are plans designed per "wPPC Guide to Wood Construction in High Wind Areas"? Yes No NIA � A. Are all appropriate charts and tables shown? Yes No N/A �-' B. Are all appropriate requirements circled or highlighted? Yes No N/A F/ 11. Are plans designed per "AF & PA Wood Frame Construction ` Manual for One- Land Two-Family Dwellings, High wind Edition"? Yes R.00 5� N/A A. Are all appropriate charts and tables shown? Yes N/A B. Are all appropriate requirements circled or highlighted? Yec N/A IV. Energy Code Information: 1. Is the current energy code form completed properly and signed; / correct climate zone and correct jurisdiction? [FBC 13-6001 Yea1a'No N/A 2. Does conditioned square feet area on plana match square feet shown on energy forms? Yes Veto N/A 3. Is the "R" value between common walls shown? [FSC 13-602.1.ABC.1.13 Yes YNo N/A 4 . Is the "R" value for added insulation on exterior walls shown? Yes ,/No N/A S. Is the "R" value for ceilings shown? [FBC 13-604.1.ABC.1) Yes .47o N/A 6. Is the "R" value for raised floors shown? [FBC 13-6051 Yes✓No N/A 7. Are Energy Credits Claimed? Yes No N/A A. Attic Radiant Barrier Credit (FBC 13-607.1.A.43 Yea v-"No /A S. white Roof Credit (FBC 13-607.1.A.5) Yes No VN/A C. Programmable Thermostat Credit [FBC 13-600.2.A.3.53 Yes V/ o N/A V. Foundation Plan: 1. Are all footings shown, including interior bearing walls, '/ column pads and concentrated loads? Yes�y No N/A 2. Are all locations of vertical reinforcement and anchor bolts shown? Yes No N/A 3. Are all elevation changes in slab shown? YeaLAo N/A 4. Is minimum concrete PSI shown? Yes%/No N/A S. Is slab reinforcement shown? Yesy'No - N/A A. wire mesh size and gauge? Yes VNo• N/A S. Fibermesh reinforcement? Yes 'No N/AVI*' 6. Is vapor barrier, minimum 6 mil. shown? [FBC 1909.21 Yesy-9'o N/A 7. Is minimum slab on grade thickness shown? [FBC 1909.13 Yes y400 N/A 8. Is type of soil treatment for termites shown? [FBC 18161 YesN/A 9. Is perimeter slab reinforcement shown? ISSTD 10-99) Yes WO N/A A. Do plans show bottom of foundation minimum of 12" below finish grade? (FBC 1804.1.3) Yes No N/A 11. Do plans show concrete footings have a specified compressive strength of not less than 2500 PSI at 28 days? [FBC 1604.5.13 Yes✓No N/A 12. If pile foundation shown, is Sealed Soils Report submitted? (FBC 1805.11 Yes 1lptvo"N A'� 13. Does plan indicate "No wood Grade Stakes Permitted"? Yes No /A 2 RESIDENTIAL CHECKLIST (Continued) V1. Typical wall section: 1. Is finished grade shown? Yes VNO N/A 2. Is minimum floor elevation shown? Yes X40 N/A A. Minimum 6•' above adjacent grade? Yes No N/A o/ B. Minimum_1.9.:'_►b?ve crown of road or drainage plan submitted? Yes Yo N/A }-� C. Flood protection elevation? Ye ✓s Flo N/A D. Base flood elevation? Ye No N/A 3 . Is minimum footing 'depth beneath finished grade shown? [FBC 1804.1.31 Yes o N/A 4 . Are all footing sizes shown? Yes N/A 5. Are all horizontal reinforcements shown? Yes 0 N/A A. Number and size of reinforcement? Yes N/A B. Minimum lap? ' Yes o N/A S. Is vertical reinforcement shown? Yee No N/A 7. Are minimum 3" X 4" clean-out and inspection openings shown? Yes No N/A V/ 8.. Masonry construction. A. Is exterior wall finish shown? Yes No N/At,/ B. Is interior furring shown? Yes No N/A %/ C. Is exterior wall insulation shown? Yes No N/A✓ D. In interior wall finish shown? Yes No N/Ar/ 9. Wood Frame Construction A. Is stud size, spacing, grade and lumber species shown? Yes o N/A B. Is exterior sheathing (type and thickness) shown? Yea ✓No N/A C. Are nailing requirements (size and spacing) shown? [FBC Table 2306.11 Yes VNO N/A D. Is exterior wall finish shown?. Yes VVo NIA E. Is interior wall finish shown? Yes,,/NO N/A F. Is wall insulation shown? Yes LARD N/A G. Is minimum clearance between wood siding and finished / grade shown? (FBC 2304.2.5) Yes vNo N/A H. Are shear wall segments shown? Yes �V� N/A A. Type of hold-downs shown? Yes wHo N/A 10. Are ceiling heights shown? [FBC 1.203.2) Yes -4o N/A 11. Are all hurricane anchorage and hold-downs specified and labeled? Yes ✓No N/A 12. Is ceiling type shown, drywall thickness? Yes%ho N/A 13. Are insulation baffles shown? Yes No N/A-%/ 14. Roof Framing A. Are engineered trusses shown? Yeso A B. Are conventional frame rafters used? Yes vNN,/ o VNIA'� 1. Rafter size shown? Yee No✓$/A`� 2. Species of lumber shown? Yes No VV/AV" 3. Grade of lumber shown? Yea 2�o vv/A✓ C. Type of roof sheeting shown? Yes ✓bra NIA 1. Thickness of roof sheeting shown? Yes poo N/A 2. Grade of roof shooting shown? Yes Vo N/A 3. Nailing pattern of roof sheeting shown? [FBC Table 2306.1) Yes No V<IA D. Height of Dry-In felt shown? Yes✓too N/A E. Type of roof cover shown? Yest/go NIA 1. Attachment asphalt/fiberglass shingles shown? [FBC 1507.3.71 Yes VVS N��A 2. Attachment of tile roof shown? [FBC 1507.4.51 Yes No✓Fi/ 3. Other roof covering and attachments shown? Yes Flo "/A F. Length of roof ovgrhem A shown? Yes VNo N/A G. Type of soffit an ascia shown? Yes✓foo NIA H. Attic ventilation shown? Yes 00 N/A I. Location, type and thickness of flashing shown? [FBC 1503.2.1 and FBC 1507.3.91 Yes P 4o /A J. Type and gage of eave metal shown? Yea . No�T/A 15. Is anchorage of veneer shown? (FBC 1403) Yee No&,14%A✓ 3 Rf:SIDEjqTIAL CHECKLIST (Continued) W VII. Floor Plan. 1. Does square footage on plan match square footage shown on Application? Yes VL N/A If "No", measure all areas under roof from exterior wall to exterior wall and adjust 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 V No N/A 3. Are all door and window sizes shown? Yes -"o N/A 4. Are all emergency egress openings shown? Yee �10 N/A 5, Is required tempered glass shown at all hazardous locations? [FSC 2405.21 YeaV140 N/A 6. Are all vertical reinforcements shown? Yes io N/A 7. Are all shear wall segments shown? Yes N/A 8. Are all hold-downs and hurricane anchorages shown? YesN/A 9. Is required attic access shown? Yea 004' N/A 10. Are all plumbing fixtures shown? Yea too N/A A. Is water heater size shown? Yea Apo N/A 11. Are all electrical fixtures shown? Yes%,,No N/A A. Ie arc fault circuit interrupter shown for bedrooms? [NSC 210-121 Yes NO✓�t/A 12. Are all mechanical fixtures shown? Yes Flo N/A A. Is air handler and condeneor location shown? Yeafro N/A B. Are exhaust fans shown? Yea ZA� N/A � 13. Are all smoke detectors shown? [FBC 905.21 Yes "No N/A is. Does one (1) bathroom on the first habitable floor level have a 29" net clear door opening and handicap accessible' // ✓ route? [FBC 11-111 YesoVN/A 15. Does bedroom open directly into garage? Yes No N/A 16. Does the number of bedrooms shown on plans match the number of bedrooms shown on the Application? Yeao N/A 17. Is Designer's name and address shown on plans? Yes No N/A 18. Do egress doors and landings comply with FBC 1012.1.3 and FBC 1012.1.5? Yesl✓No N/A 19. Are habitable rooms shown with the minimum light and ventilation requirements of FBC 1203.1? Yeay';o N/A 20. Are garage doors, windows and other openings shown as meeting wind load requirements for components and cladding per FBC 16067 Yea No 23/A A 21. Does floor plan show fireplace? Yes No VW A. Does masonry fireplace have a detailed cross-sectional detail? Yes No N/A Le B. Does pre-fabricated fireplace have copy of the manufacturer's specifications? Yes No N/A./ C. Is hearth size and detail shown? Yes No N/A✓ D. Is mantel size, location and detail shown? Yee NO NA✓ ✓ 22. Are stair details shown? Yea No H/A'✓ A. Is minimum stair width shown? [FBC Table 10041 Yes No, N/A✓ B. Are tread and riser sizes shown? (FBC 1007.3) Yea No N/A✓ C. Do spiral stairways comply with FBC 1007.8.27 Yes No N/A✓ D. Are required landings shown? [FBC 1007,41 Yes No NIA E. Are handrail height, spacing and graspability details shown? [FBC 1007.51 Yes No N/A ✓ F. Is required headroom clearance shown? [FBC 1007.7) Yea No N/A C. Are guardrail height, spacing and details shown? [FSC 1026.51 Yes No NIA 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 704.41 4 MIDENTIAL CHECXLIST (Continued) VII. Floor Plan. (Continued) 25. Are all columns and beams shown for porches and lanais? Yes V�o N/A A. Are column type, size and anchorage shown? Yes Vq N/A B. Are beam type, size, span and anchorage shown? Yen�y�H( N/A 26. Are all liritelTan dam details shown? Yes V N 27. Are engineering details provided for butt glass? Yes , No /A VIII. Truss/Rafter Plan. 1. Are engineered truss plans provided showing loads, uplifts and required connections? Yea N/A 2. Are all headers, beams, girders and interior bearing walls shown? YeaV'-No N/A 3. Framed Roof. A. In rafter plan shown, including size, spacing, species, grade of lumber, span and connections? Yea+ No✓N/A"� B. Is ceiling joist plan shown, including size, spacing, / species, grade of lumber, span and connections? Yes No Vid/A C. Are collar ties shown, including size, spacing, species, _ / grade of lumber and connections? Yes 'No alA V D. Is ridge beam shown, including size, species and grade of lumber? Yea No .V/A 4. Is roof sheeting indicated, showing type, thickness ' / and nailing pattern? Yes ```No N/A IX. Floor Framing, 1. Is engineered floor truss plan provided, showing loads, uplifts and connections? Yes No . N/A 2. Is joist plan provided, showing size, spacing, span, species, grade of lumber and connections? Yes No N/A--' 3. Is floor sheeting indicated, showing type, thickness and nailing pattern? Yes No N/A X. Elevations. I. Does plan show four (4) elevations? Yes o N/A 2. Are attic ventilation requirements shown? Yes o N/A 3. Are roof pitch and overhang shown? Yea 4. Ie chimney height and location shown? Yes No✓fi/A'� S. In cricket shown? [FBC 1507.3.9.43 Yes No t,*/A✓ 6. Are all lanai/porch details shown? Yes No`,rN A4/ 7. Does plan show solid blocking required for ridge vents? Yes s No 2A✓ 8. Are condensate lines and roof downspouts shown to discharge minimum 1 foot away from structure for protection against decay and termites? [FBC 1503.4.43 Yea No WON� / 9. Are gutter, downspouts and splash blocks shown? Yes No .. A 5 RESIDENTIAL CHECKLIST (Continued) XI. Structural Details. 1. Is basic wind speed shown? [FBC Fig. 16061 Yes ✓o N/A 21 Are gable end bracing details shown? Yes y/34o N/A 3. Are roof sheetaigg nailing zones shown? Yes VNo N/A 4. Are protection of opening details shown? [FBC 1606. 1.41 Yes%.Ao N/A 5. Is importance factor shown? [FBC Table 16061 Yesd o N/A 6. Is structure designed to withstand interior pressures? Yes po N/A 7. la exposure category shown? [FBC 1606 .1.8) Yea ✓No NI;L e. Are wind pressures for components and cladding shown? FSC 'table 1606.26 Yes WNo N/A FBC Table 1606.2C Yee wof3o N/A 9. Are exterior windows and glass doors shown as approved by independent testing laboratory and do they bear a label J by AAMA or WDMA or other approved label? [FBC 1707.4.2) Yes vNo /A 10. Are window and door installation and buck details shown? Yes " No�/A 11. Are mullion installation details and design criteria shown? Yes No /A 12. Are garage door positive and negative wind pressures shown / as meeting requirements of 1.5 X pressure? [FBC 1707.4.31 Yes No V ,/A 13. Are garage door manufacturer's installation details provided? Yes No uM/A 6 WATER IMPACT FEE WORK SHEET ADDRESS: DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 2- Bathroom group.consistingof water closet, lavatory., Z bidet, and bathtub or shower 6 Bathtub (,vyith or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 Drinking fountain / ( CC M#KF_eL- 1/2 Floor drains 2 Kitchen sink, domestic. 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 Laundry tray (1 or 2.compartments) 2 Lavatory 1 Shower compartment, domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink(circular or multiple) each set of faucets 2 Water closet, ftushometer tank, public or private 4 Water closet, private installation 4 Water closet,.public installation 6 TOTAL NUMBER OF UNITS MULTIPLIED x 20 TOTAL$ 3 Z) FORM 60OA-2001 F`LORI®�► ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1190 Builder: BESTCON Address: Lot:dJ227, Sub: ALT BEACH, Plat: Permitting Office: 1 City, State: �� ` ` Permit Number: r C l 3 Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:24.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 10.00 _ 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area(ft2) 1190 ft2 c. N/A 7. Glass area&type a. Clear-single pane 0.0 112 _ 13. Heating systems b. Clear-double pane 141.0 ft2 a. Electric Heat Pump Cap:30.0 kBtu/hr _ !I c. Tint/other SHGC-single pane 0.0 ft2 _ HSPF:7.00 _ d.Tint/other SHGC-double pane 0.0 ft2 b.N/A _ 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0, 167.0(p)ft _ c. N/A _ b.N/A _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0,915.0 ft2 _ EF:0.90 _ b. Frame,Wood,Adjacent R=11.0,242.0 ft2 _ I 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=30.0,1212.0 ft2 _ 15. HVAC credits _ b. Under Attic R=19.0,80.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, I I a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0, 110.0 ft _ MZ-C-Multizone cooling, b.N/A MZ-H-Multizone heating) i Total as-built points: 20772 Glass/Floor Area: 0.12 Total base points: 20878 PASS L_ r - I hereby certify that the plans and specifications covered Review of the plans and 'CaME sT by this calculation are in compliance with the Florida specifications covered by this o� Energy Code. calculation indicates compliance PREPARE® BY: GILBERT MILLER with the Florida Energy Code. '^-- Before construction is completed a DATE: w this building will be inspected for I hereby certify that this building, as designees' is in compliance with Section 553.908 compliance vyjtb ikie Florida Energy Code . Florida Statutes. mood ,J �_-BUI®WNERYGEN DING OFFICIAL: DAT -02- E" r,. EnergyGauge®(Version: FLR3PB v3.11) FORM 60OA-2001 SIMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 5/227, Sub: ALT BEACH, Plat: , , , PERMIT#: BASE AS-BUILT FGLASSESditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF= Points .18 1190.0 20.24 4335.4 Double,Clear W 1.3 9.0 30.0 36.99 0.98 1087.3 Double,Clear N 1.3 2.5 8.0 19.22 0.82 126.0 Double,Clear N 1.3 5.5 15.0 19.22 0.94 271.6 Double,Clear E 1.3 2.3 4.0 40.22 0.68 109.4 Double,Clear E 1.3 5.5 30.0 40.22 0.92 1107.9 Double,Clear E 1.3 7.0 34.0 40.22 0.96 1306.6 Double,Clear S 1.3 5.5 15.0 34.50 0.86 447.3 Double,Clear S 1.3 3.5 5.0 34.50 0.74 127.1 As-Built Total: 141.0 4583.2 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 242.0 0.70 169.4 Frame,Wood,Exterior 11.0 915.0 1.70 1555.5 Exterior 915.0 1.70 1555.5 Frame,Wood,Adjacent 11.0 242.0 0.70 169.4 Base Total: 1157.0 1724.9 As-Built Total: 1157.0 1724.9 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 2.40 43.2 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Insulated 18.0 1.60 28.8 Base Total: 38.0 165.2 As-Built Total: 38.0 110.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1190.0 1.73 2058.7 Under Attic 30.0 1212.0 1.73 X 1.00 2096.8 Under Attic 19.0 80.0 2.34 X 1.00 187.2 Base Total: 1190.0 2058.7 As-Built Total: 1292.0 2284.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 167.0(p) -37.0 -6179.0 Slab-On-Grade Edge Insulation 0.0 167.0(p -41.20 -6880.4 Raised 0.0 0.00 0.0 Base Total: -6179.0 As-Built Total: 167.0 -6880.4 INFILTRATION Area X BSPM = Points Area X SPM = Points 1190.0 10.21 12149.9 1190.0 10.21 12149.9 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®lResFREE'2001 FLR3PB v3.11 FORM 600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 5/227, Sub: ALT BEACH, Plat: , , , PERMIT#: BASE AS-BUILT Summer Base Points: 14255.1 Summer As-Built Points: 13972.3 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) 13972.3 1.000 (1.090 x 1.147 x 1.00) 0.341 1.000 5962.0 14255.1 0.4266 6081.2 13972.3 1.00 1.250 0.341 1.000 5962.0 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR3PB v3.11 FORM 60OA-2001 - WINTER CALCULATIbNS Residential 'Whole Building Performance Method A - Details ADDRESS: Lot: 5/227, Sub: ALT BEACH, Plat: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF= Points .18 1190.0 11.77 2521.1 Double,Clear W 1.3 9.0 30.0 10.77 1.01 324.7 Double,Clear N 1.3 2.5 8.0 14.30 1.01 115.6 Double,Clear N 1.3 5.5 15.0 14.30 1.00 215.0 Double,Clear E 1.3 2.3 4.0 9.09 1.15 41.7 Double,Clear E 1.3 5.5 30.0 9.09 1.03 281.9 Double,Clear E 1.3 7.0 34.0 9.09 1.02 315.5 Double,Clear S 1.3 5.5 15.0 4.03 1.11 67.0 Double,Clear S 1.3 3.5 5.0 4.03 1.36 27.3 As-Built Total: 141.0 1388.7 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 242.0 3.60 871.2 Frame,Wood,Exterior 11.0 915.0 3.70 3385.5 Exterior 915.0 3.70 3385.5 Frame,Wood,Adjacent 11.0 242.0 3.60 871.2 Base Total: 1157.0 4256.7 As-Built Total: 1157.0 4256.7 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Insulated 18.0 8.00 144.0 Base Total: 38.0 453.0 As-Built Total: 38.0 312.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1190.0 2.05 2439.5 Under Attic 30.0 1212.0 2.05 X 1.00 2484.6 Under Attic 19.0 80.0 2.70 X 1.00 216.0 Base Total: 1190.0 2439.5 As-Built Total: 1292.0 2700.6 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 167.0(p) 8.9 1486.3 Slab-On-Grade Edge Insulation 0.0 167.0(p 18.80 3139.6 Raised 0.0 0.00 0.0 Base Total: 1486.3 As-Built Total: 167.0 3139.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 1190.0 -0.59 -702.1 1190.0 -0.59 -702.1 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR3PB v3.11 FORM 600A-2001 WINTER CALCULAT'I NS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 5/227, Sub: ALT BEACH, Plat: , , , PERMIT#: BASE AS-BUILT Winter Base Points: 10454.5 Winter As-Built Points: 11095.5 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) 11095.5 1.000 (1.069 x 1.169 x 1.00) 0.487 1.000 6754.6 10454.5 0.6274 6559.2 11095.5 1.00 1.250 0.487 1.000 6754.6 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR3PB v3.11 FORM 60OA-2001 WATER HEATING & CODE COMOLIANCE STATICS Residential Whole Building Performance Meth©d A - Details ADDRESS: Lot: 5/227, Sub: ALT BEACH, Plat: , , , PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.90 3 1.00 2684.98 1.00 8054.9 As-Built Total: 8054.9 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 6081 6559 8238 20878 5962 6755 8055 20772 PASS yti00 Z ST9T�o+"n ,r c COD W-E EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR3PB v3.11 FORM 60OA-2001 Cade Compliance Checklist Residential Whole wilding Performance Method A - Details ADDRESS: Lot: 5/227, Sub:ALT BEACH, Plat: , , , PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION I REQUIREMENTS FOR EACH PRACTICE ICHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 m/s .ft.window area; .5 cfm/s .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 I 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 toD plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. i EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter penetrations and seams. Ceilings 606.1.ABCA.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 i 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 i 606.1.ABC.1.2.5 ;'Air barrier on perimeter of floor cavity between floors. Additional Infiltration regts i 606.1.ABC.1.3 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 SECTIONREQUIREMENTS _ CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff(gas)must be provided.External or built-in heat trap required Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal _ �` _, efficiency of 78%. Shower heads 612,1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19. Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGauge7A/ DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR3PB v3.11 ENERGY PERFORMANCE LEVEL (EPL) SPLAY CARD ES'TIMA'TED ENERGY PERFORMANCE SCORE* =32.4 The higher the score,the more efficient the home. Lot: 5/227, Sub: ALT BEACH, Plat: , , , 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:24.0 kBtu/hr 3. Number of units,if multi-family 1 - SEER: 10.00 _ 4. Number of Bedrooms 3 _ b.N/A _ 5. Is this a worst case? Yes 6. Conditioned floor area(ft2) 1190 ft2 c. N/A _ 7. Glass area&type _ a. Clear-single pane 0.0 ft2 _ 13. Heating systems b. Clear-double pane 141.0 ft2 - a. Electric Heat Pump Cap:30.0 kBhVhr c. Tint/other SHGC-single pane 0.0 ft2 _ HSPF:7.00 d. Tint/other SHGC-double pane 0.0 ft2 b.N/A _ 8. Floor types _ _ a. Slab-On-Grade Edge Insulation R=0.0,167.0(p)ft _ c. N/A b.N/A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons a. Frame,Wood,Exterior R=11.0,915.0 ft2 _ EF:0.90 _ b. Frame,Wood,Adjacent R=11.0,242.0 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, 1212.0 ft2 _ 15. HVAC credits _ b. Under Attic R=19.0,80.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, It. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0, 110.0 ft _ RB-Attic radiant barrier, b.N/A 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) DIgUE sT`tTF in this home before final inspection.Otherwise,a new EPL Display Card will be completed based on installed Codo-ci4mpli nt features. 1"'�� o�� Builder Signature: Date: e a Address of New Home: b City/FL Zip: / _ GpD �`'� WE *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStarT"'designation), 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 web site at www.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: FLR3PB v3.11) System Sizing Calculations - Summer Residential Load - Component Details Project Title: Class 3 Rating 1190 Registration No. 0 Climate: North Reference City: Jacksonville (Defaults) Summer Temperature Difference: 19.0 F 4/12/2002 Type Overhang Window Area(sqft) HTM Load Window Panes/SHGC/U/InSh/ExShOrnt Len H t Gross Shaded Unshaded Shaded Unshaded 1 2,Clear,DEF,N,N E 1.33 9 30.0 0.0 30.0 23 72 2160 Btuh 2 2,Clear,DEF,N,N S 1.33 2.5 8.0 8.0 0.0 23 37 184 Btuh 3 2,Clear,DEF,N,N S 1.33 5.5 15.0 15.0 0.0 23 37 345 Btuh 4 2,Clear,DEF,N,N W 1.33 2.33 4.0 1.5 2.5 23 72 212 Btuh 5 2,Clear,DEF, N,N W 1.33 5.5 30.0 5.9 24.1 23 72 1869 Btuh 6 2,Clear,DEF,N,N W 1.33 7 34.0 0.0 34.0 23 72 2448 Btuh 7 2,Clear,DEF,N,N N 1.33 5.5 15.0 0.0 15.0 23 23 345 Btuh 8 2,Clear,DEF,N,N N 1.33 3.5 5.0 0.0 5.0 23 23 115 Btuh Window Total 1 141 7678 Btuh Walls Type R-Value Area HTM Load 1 Frame-Exterior 11.0 915.0 2.0 1848 Btuh 2 Frame-Adjacent 11.0 242.0 1.2 295 Btuh Wall Total 1157.0 2144 Btuh Doors Type Area HTM Load 1 Insulated-Exter 20.0 10.6 212 Btuh 2 Insulated-Adjac 18.0 10.6 191 Btuh Door Total 38.0 404 Btuh Ceilings Type/Color R-Value Area HTM Load 1 Under Attic/Dark 30.0 1212.0 1.5 1770 Btuh 2 Under Attic/Dark 19.0 80.0 2.3 181 Btuh Ceiling Total 1292.0 1950 Btuh Floors Type R-Value Size HTM Load 1 Slab-On-Grade Edge Insulation 0.0 167.0 ft(p) 0.0 0 Btuh Floor Total 167.0 0 Btuh Infiltration Type ACH Volume CFM= Load Natural 0.35 9520 55.6 1163 Btuh Mechanical 40 836 Btuh Infiltration Total 96 1999 Btuh Internal Occupants Btuh/occupant Appliance Load ain 5 X 300 + 1800 3300 Btuh EnergyGauge® FLR3PB 0.11 Manual J Summer calculations Residential Load - Component Details (continued) Project Title: Class 3 Rating 1190 Registration No. 0 Climate: North 4/12/2002 Subtotal 17475 Btuh Duct gain(using duct multiplier of 0.10) 1747 Btuh Total sensible gain 19222 Btuh Totals for Cooling Latent infiltration gain (for 49 gr. humidity difference) 3187 Btuh Latent occupant gain (5 people @ 230 Btuh per person) 1150 Btuh Latent other gain 0 Btuh TOTAL GAIN 23559 Btuh Key: Window types(SHGC-Shading coefficient of glass as SHGC numerical value or as clear or tint) (U-Window U-Factor or'DEF'for default) (InSh-Interior shading device:none(N),Blinds/Daperies(B)or Roller Shades(R)) (ExSh-Exterior shading device:none(N)or numerical value) (Ornt-compass orientation) EnergyGauge® FLR3PB v3.11 Residential System Sizing Calculation Summary Project Title: Class 3 Rating 1190 Registration No. 0 Climate: North 4/12/2002 Location for weather data: Jacksonville - Defaults: Latitude(30) Temp Range(M) Humidit data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 49 r. Winter design temperature 32 F Summer design temperature 94 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 19 F Total heating load calculation 20572 Btuh Total coolinq load calculation 23559 Btuh Submitted heating capacity 30000 Btuh Submitted cooling capacity 24000 Btuh Submitted as % of calculated 145.8 % Submitted as % of calculated 101.9 % WINTER CALCULATIONS Winter Heating Load for 1190 sqft) Load component Load Ducts(5%) Window total 141 sqft 3892 Btuh Wall total 1157 sqft 3547 Btuh intil.(23 Door total 38 sqft 526 Btuh ceiengs(B%) Ceiling total 1292 sqft 1736 Btuh r Floor total 167 ft 5144 Btuh Infiltration 114 cfm 4748 Btuh DoorS(3%) Subtotal 19592 Btuh W Hs(17%) Duct loss 980 Btuh Room(zs%, TOTAL HEAT LOSS 20572 Btuh SUMMER CALCULATIONS Summer Cooling Load for 1190 sqft) Load component Load Window total 141 sqft 7678 Btuh Wall total 1157 sqft 2144 Btuh Latera internal(5%) LateN Intl(14%) Door total 38 sqft 404 Btuh vvkWows(33%) Ceiling total 1292 sqft 1950 Btuh Floor total 0 Btuh � Infiltration 96 cfm 1999 Btuh lyd.Oain(14%) Internal gain 3300 Btuh '$ Subtotal(sensible) 17475 Btuh Duct gain 1747 Btuh °i"s°%' `enmgs(s%' Total sensible gain 19222 Btuh In 1.( Latent gain(infiltration) 3187 Btuh Latent gain(internal) 1150 Btuh EnergyGauge®System Sizing based on ACCA Manual J. Total latent gain 4337 Btuh PREPARED BY: =;f TOTAL HEAT GAIN 1 23559 Btuh I DATE: EnergyGauge® FLR3PB v3.11 s LOUIS J. GABRIEL, P.E. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 rj /,-i0 12002 Re: Wind Loading Requirements For Lot � Ott, LZ1 Abtavl v Beajv 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 #8 thru #10 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 I 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. Sincereyt Louis abriel, P.E. WIND FORCES STRUCTURAL ANALYSIS FOR LOT & StA,1,74 PtTl.A N Tl C- lgeA G 1-1 , 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: (A ftY ., 2002 cJ / fo/d L Sheet Date of "nt e u b�' ►1.a t,J Y�s► + e- tia s t;.,e Po Llv 5 truc tura E. A ti AD k,,P 4 \IIJ4.a 7/t& SI& Floor Rp 0 Y-Lt Sle PLO o r Y;W 1 1 S s See S Cl,e d►u& C ur►^ O rcka b�C tu.C4 4 ra Fact. ��; • .. /�v��O Yl�=1E to 5�e�n ••.� :— ��2 A 3 (o boll'� � 98 ,o - � •� Pemei vHLess A0rJ 0 5 �liy.�► 1n1 Ye-r, FdrGer^e�tt: — oc. cw�.� CL� Got••rt�r1 1 #9 R.o� o v► qg . . (�ooF �,J sh�� naiL ;— S� C � wife- nr u-vx � o•c- ni p4rtvicL .4 Unless vtote-c O b�.e.Y�.,► s e `7 M ADD G ku5�� r� T�►cAia� P 0(CLE-S C C� � � � � o�erVAao� ,Q o.F R eslS Sheet Z of DATE: QJ `eZ - Lo t OWrj A-9 g Ukjj spc� ; l20 ffif�% C 3 sec 5usO stfA&CAWd- UJJ -L.., i w, t%eo(61.1 CX�OSw(e- a Cyes /00) Impodg-wt F(Act0r. I = 1. 4 W u►i tof�ne- ej)/ ' 1 F v0 es Y,.c, b � to tC,0 VlCriii�► uM b� P ��? � wr- P tint- '1/IG p Fa ►� to ttir t,�,bt� Shown p _be,60 `lets l ��TABLE f666,tA WIND-BORNE DEBRIS PRQTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS FASTENER FASTENER SPACING(In.)t- TWE Panel Span:5 2 ft 2 ft<Panel Span 4 ft<Panel Span 6 ft<Panel Spun <4ft <oft <gg 2 1/2#6 Wood Screw; 16 16 12 g 21/2#8 Wood Screws; 16 16 16 12 Double-Headed Nadia 12 6 4 ; SI:1 inch=25.4 mm 1 foot=305 mm Notes: I. This table is baud on a maximum wind speed of 130 mph(58.m/s)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 witbdrawal capac- ity of 49016(2180 kM- 4. Nails shall be 10d common or 12d box double-headed nails. c) 0 P g S s tYWXW*4- vii �1 be- "S P&rrb:j^MY a- x�7 e [Y c. vQuFt IR��F sG&Afwb CtowT "W,�n 1i P hu,ow. W i'urAO4 Fir $ j tow^-"vim N.-Sr sp le 0, CJ PAMAe E''A'J' tj Ibs YLAOc JL4 Ft- P&C rA Ing wL;4 fts t's t'nvwtwe _A4fell a d I • Sheet_ of DATE: - �� v�►tif-t str��w� i s 5 �H "s�vN,' c1� 3 � o-Gr � ,� �rvdi �12�to� Cv• Sze jZ-+��5 3 S2 P•P� .�. MIA u terL hod cT-), Cvo o-C✓ 71 0133 /5 :. 53zop �� t�� t�t cc�►s tc��t�c� C s �� . wi 4f 5 Roll tri Coo"�-C- C"w--Ix Co19 C, Proal-,<A �,�► 1�r ,:; �}l(ctU. 7-�+,►1►,�► cry VZ A U So Lt: = o-.S AP F 4 OY . o . zf}b z Fm =- ►5oopsi F- = 3Gaoo PJ' �llcr�j Z190 16s or 1 -110 � ? X1/$ V&iLk round steel A36 WAsh-rs_. arcut�cF -Fb�Qltr�• =2?...lrs Cster,' - -- (9 000.32) = 532- p5► ' 54S Psi c �x Misri+ (o•9'r)(o--M)C2/sX =4o<<b•i-4:- Fb =M/S =qo io•0026 /6299Lf27P'0OW 33) 1-u 5 6 a r tlyJI�t s i� O v\ A vn(-C-w r Bolts r AL L vw ck 61 e 7--cm ti;r" u� '/2.'4 A 3 ,b�y� G � c uk c vet —) Ft lAAO 16f (le-e- above) A3 C 6o tti : 350 F Ab or 0-11 86 F� /=+ l.i�z��,ic. s�►�.r� 35o�/ClSoo)(o•Z) = 1957 Ib1 a r Co•IL)Co-L)( 36,oao) = 869 Ib s rngnutonmumuuuuuuuuuuutatuuttuuuuuutuntunuuuuuuluuututaututtunt►uutnunuunntuunuuuuuututtuuuununuunuU►uuu►utuutrutt►r►utruttunuaouuumuuuuuuutuuuuuuue►u► am TABLE 1606.2A c MAIN WIND FORCE RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN pao Exposure B m i Horizontal loadsz Vertical loads(pat) Max.Horizontal Wall Loads4(psf) ' N Windward p End Zone Interior tone End Zone Interior Zone Overhang Zone Wind Roof Velocity Load angle Windward Leeward Windward Leeward End Interior (mph) Direction (degreas) Wall R0013 Wall Roon Roof Root Roof Roof Zone Zone /E 4E 1 4 90 Transverse 0-5 12.8 1 -6.7 1 8.5 1 -4.0 1 -15.4 1 -8.8 1 -10.7 1 -6.8 -21.6 1 -16.9 10.0 1 -7.5 7.2 -5.8 20 1 17.8 11.9 1 -2.6 1 -15.4 1 -10.7 1 -10.7 1 -8.1 -21. -16.9 12.0 1-10.1 8.8 -7.5 30< analog 45 1 14.4 1 9.9 1 11.5 1 7.9 1 5.6 .8 1 4.8 1 -7.5 1 -5.1 1 -5.8 11.0 1 -8.1 1 9.1 1 -6.8 Longitudinal Ali angles 12.8 -6.7 1 8.5 1 -4.0 1 -15.4 1 -8.8 1 -10.7 1 -6.8 -21.6 1 -16.9 10.0 -7.5 1 7.2 -5.8 100 Transverse 0-5 15 -8.2 1 10.5 1 -4.9 -19.1 1 -10.8 1 -13.3 1 -8.4 1 -2-6.7 1 -20.9 12.0 1 -9.3 1 8.8 1 -7.2 20 1 22.0 1 -5.8 1 14.6 1 -3. -19.1 -13.3 -13.3 -10.1 -26.7 -20.9 15.0 -12.5 10.8 -9.3 30 c angle< 45 1 17.8 1 12.2 1 14.2 1 9.6 1 6.9 1 -10.8 1 5.9 1 -9.3 1 -6.3 1 -7.2 13.0 1 A 0.1 1 11.3 1 -8.4 Longitudinal All Angles 15.9 -8.2 10.5 -4.9 -19.1 1 -10.6 1 -13.3 1 -8.4 1.26.7 -20.9 12.0 1 -9.3 1 8.8 1 -7.2 110 Transverse 0-5 19 -10.0 12.7 -5.9 -23.1 1 -13.1 1 -16.0 1 -10.1 -32.3 1 -25.3 15.0 -11.3 1 10.7 1 -8.7 20 1 26,6 1 -7.0 1 17.7 1 -3.9 1 -23. -16.0 1 -16.0 1 -12.2 -32.3 1 -25.3 18.0 -15.1 1 13.1 1 -11.3 30 < angle< 45 21.6 1 14.0 1 17.2 1 11.8 1 8.3 1 •13.1 1 7.2 1 -11.3 1 -7.6 1 -8.7 16.0 -12.2 1 13.7 -10.1 Longitudinal All Angles 19.2 -10.0 1 12.7 1 -5.9 1 -23.1 1 -13.1 1 -16.0 1 -10.1 -32.3 1 -25.3 15.0 -11.3 1 10.7 -8.7 120 Transverse 0-5 22.8 -11.9 15.1 -7.0 .2T.4 -16.6 -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 .1 -19.1 -14.5 -38.4 -30.1 22.0 -18.0 15:6 A3.4 30 < an lee 45 5.7 17.6 20.4 14.0 9. -15.6 8. -13.4 -10.3 19A 144.5 162 -1'2.1 Longitudinal All Angles 22.8 •11.9 15.1 -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 37A -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 < angle< 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 1 0-5 31.1 -16.1 20.6 -9.6 -37.3 -21.2 -26.0 .16.j_ -52.3 -40.9 24.0 -18.2 1 17.3 -14.0 20 43.0 1 -11.4 1 28.7 1 -6.3 1 -37.3 1 -26.0 1 •26.0 -19.7 -52.3 -40.9 29.0 -24.5 21.2 -18.2 rr- 130 < an le<_ .0 1 23.9 1 27.8 1 19.1 1 13.4 -21 11.7 -18.2 -12.3 -14.0 26.0 -19.7 22.1 -16.4 0 Longitudinal All Angles 31.1 -16.1 20,6 -9.6 1 -37.3 •21.2 -26.0 -16.4 -52.3 -40.9 24.0 -18.2 17.3 -14.0 0 > 150 Transverse 0=5 35.7 -10.5 23.7 -11.0 -42.9 -24.4 -29.8 -18.9 -60.0 -47.0 27.0 -20.9 19.9 -16.1 47 20 49.4 .13.0 32.9 -7.2 -42.9 -29.8 -29.8 -22.6 -60.0 -47.0 34.0 -281 24.4 - 0.9 G rr 30 < an le 5 45 40.1 27.4 31.9 22.0 15.4 •24.4 13.4 -20,9 -14.1 -16.1 30.0 -22.6 25.4 -18.9 Longitudinal All Angles 35.7 -18.5 23.7 -11.0 -42.9 •24.4 L -29.8 •18.9 •60,0 -47.0 27.0 •20.9 19.9 -16.1 r7 n For Sl: 1 ft2=0.0929 M2, 1 mph=0.447 m/s, I degree of angle=0.01745 rad,l 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 f=igure 16 2(C). 03 3 If pressure is less than 0,use 0. C: 4 Pressures shall be applied in accordance with Figure 1606.2(b). r O z DATE: Sheet g of_ 6) ew&t4 s tr .c- , vs ve� foe - Zoo 2 Cnts-fir% Pr s pJ.ra3VoW, w S qa U,oLJJ Building,simple le dia bra 3 diaphragm:A building which complies 4 with all of the following conditions: 2 4Lo�" 1. enclosed building, 4E 3 1i 2. mean roof height,h,less than or equal to 60 ft(18 m), 2arTEnIDR +E LONW 3. mean roof height,h, does not exceed least horizon- ROOF -ZONE tal dimension, ANGLE 4. building has an approximately symmetrical cross TND section, ZONE 5. building has no expansion joints or structural sepa- rations within the building, 1E�oNGrrvoWALC�� 2s 6. wind loads are transmitted through floor and roof +E diaphragms to the vertical lateral-force-resisting systems, and WWDDI cnoN 7. if the building has moment-resisting frames, roof RANGE slopes do not exceed 30%. FIGURE 1606.2b MAIN WIND FORCE LOADING DIAGRAM WINDWARD ROOF WINDWARD ROOF LEEWMD ROOF LEEWARD ROOF m - o n 0 0 -{ _rur7L! us =a =a U2 uz w TRANSVERSE ELEVATION LONGITUDINAL ELEVATION FIGURE 1606.2a APPLICATION OF MAW WIND FORCE RESISTING SYSTEM LOADS FOR SIMPLE DIAPHRAGM BUILDINGS I i TABLE 1606.2D HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS MGM Expa4we Root H440t B C "1.78 15 1.00 1.21 20 1.00 1.29 25 1.00 1.35 30 1.00 1.40 35 1.D5 1.45 40 1.09 1.49 45 1.12 1.5350 1.16 1.56 . 55 1.19 1.59 1.84 60 1. 1.22 1.62 1.87 Note:All table values shall be adjusted for other exposures and heights by multiplying by the above coefficients. by- r1exl t' 6r s w�-i crtq DATE: 04/18/02 U 6 j--•------------------------_ -7 I I i I � • I I—_— rte— I I � � ------------------------------------ -- • LVM I `\ o (CANsePwna.a I \ l 0GAKAGE I I\\\ LN1NG %W.�OFCLOW 0 6V p I p I \ I I T--< -——— r i I W PLAM OMF.TOP OF I I \\ a0W0fWAFF VFla C." rr/�\\I I II -------------------- _ a r oRK aoftT I I i I tat ! i I \ tA. ----------- I i - r \ wawuyl eearoaM 1 I I \ • I I ii I ri I \! I N r i 1 • I I i i i r W AL' I i e I i iI "1"8M°ATM G LW rf ------------- I. raw, — ) -----------------j �l 1 i i I Wo w i------------------� —I------------------1 O I I J LMNG AREA I I ROOF PITCH 5 7.12 1190 yq isALL NTERTOR PITCHES TO DE MAXIMIZED ROOF PLAN PAGE BUILD SET SCALE: 1/4" =1 FOOT q s OI A C� V C At P . EMS A) SHEAR WALL CALCULATION' TktE i FOR FIRST STORY WAL PAGE 1 ate: 04/29/2002 MANNING BUILDING SUPPLY LOG #: B0370 TRUSS DIVISION JOB #: JACKSONVILLE !"alesman: JOHN FERGUSON Pitch: 7/12 Customer: BESTCON HOMES Job Name: p*Address : 2440 South Beach Parkway Address : LOT 6/227 ATLANTIC BEACH Jacksonville Bch, FL. 32250 Jesigner: KEN -------------------------------------------------------------------------------- ro Left I Right ?,qty Span O.H. O.H. Description -------------------------------------------------------------------------------- 1 51811 11611 11611 Al 1 518" 116" 1 ' 6" A2 1 22 ' 5" 8 0 ' 0 ' Bl 2 22 ' 5" 8 0 ' 0 ' B2 4 17 ' 11"8 0 ' 0 ' B3 1 12 ' 3"8 116" 0 ' C12 12' 3'f1 AA ��++ 1 28' 6"8 1 ' 6" O1' 6" D1Mti7E� 1 28 ' 6" 11611 11611 D2 SEALS 1 28' 6" 116" 116" D3 M" 1 28' 6" 11611 11611 D4 2 28, 6„ 1 ' 6" 116" D5 1 26' 6" 1 ' 6" 0 ' E1 1 26' 6 1 ' 61' 0 , E2 1 26' 6" 116" 0 ' E3 1 20 ' 2" 116" 0 ' E4 1 26' 6" 116" 116" F1 2-PLY 1 26 ' 6" 1 ' 6" 1 ' 6" F2 1 26' 6" 1 ' 6" 1 ' 6" F3 1 26' 6" 1 ' 6" 1 ' 6" F4 1 26' 6" 1 ' 6" 1 ' 6" F5 2 14' 11611 0 ' F6 1 14' 5"3 1 ' 6" 0 ' F7 6 15 ' 2" 1 ' 6" 0 ' F8 1 9110" 1 211117 0 ' 9 ' 10 H/J F1 1 9110" 1 211"7 0 ' 9 ' 10 H/J F1 3 7 ' 1 ' 6" 0 ' 7 ' TRAY E/J F1 4 7 ' 11611 0 ' 7 ' TRAY E/J F1 2 5 ' 116" 0 ' 5 ' TRAY C/J F1 2 5 ' 116" 0 ' 5 ' TRAY C/J F1 4 3 ' 1 ' 6" 0 ' 3 ' TRAY C/J F1 4 1 ' 1 ' 6" 0 ' 1C/J F1 1 9110" 1 2 ' 11f7 0 ' 9 ' 10 H/J 6 7 ' 1 ' 6" 0 ' 7 ' E/J 2 5 ' 1 ' 6" 0 ' 5 ' C/J 2 3 ' 116" 0 ' 3 ' C/J 2 1' 116" 0 ' 1 ' C/J 1 22' 5" 8 0 ' 0 ' B1 ------------------------------------------------------------------------------- 4I - Trusses O - # of Hardware O - # of Z-Joist O - Piggy' s � 31 - Jacks O - # Of Beams O - # of Rim Board K-____________________ 72 - Total Trusses » 33'8"8 23'3"8 1. 00 NOT CUT OR ALTER TRUSSES, UNLESS APPROVED BY TRUSS OFFICE 18'2"E 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED U) w m w IN WRITING BY TRUSS PLANT MANAGER IV= in 7 m N 4. APPROVED BY 0 o o 0 0 7' APPROVAL DATE: DEL. DATE N (7 zl- - - - m LL Lt LL [D n i LL !L � 7• I 7/12 PITCH 18 " OH SO/CUT co -- JOB : BO370 B _ __ __ __ _ N CUSTOMER : BESTCON INC . LOC : LOT 6 -227 ATLANTIC BCH . DESIGNER : KEN PARKER B2 3 _ Bi A2 3 _ R1 m 12'3"8 i �:a . �� . � «�% . «2% : �?% . �� . � «~� ^ . � ��4 : �� . (B0370- - Al) 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, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF ROOF AND TC From 54 PLF at -1.65 to 54 PLF at 0.00 CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, SUPPORTING SHEAR WALLS. TC From 114 PLF at 0.00 to 114 PLF at 5.67 SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO GABLE END. TC From 54 PLF at 5.67 to 54 PLF at 7.31 ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. BC From 4 PLF at -1.65 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 5.67 DROPPED TOP CHORD LATERALLY BRACED BY OUTLOOKERS AT MAXIMUM OF 24" OC. BC From 4 PLF at 5.67 to 4 PLF at 7.31 RIGID SHEATHING APPLIED TO THE TOP OF RAISED TOP CHORD AND OUTLOOKERS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. W5X8 III W3X3 W 3 X 3 7 4 + + 4 1 7 1,8-1-2 W3X6; W3X6 La;E 1-6-0 3J L 1-6-0 3J L. 2-10-0 _1. 2-10-0 �-5-8-0 Over 2 Supports R=499 U=265 W=3.5" R=499 U=265 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 QTY:1 FL/-/3/-/E/-Z- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ANDT C L L 20.D P S F R E F R 1 5 1--7 8 0 9 9 INSTITUTE, FER 583 DOON08-91 FRIO DR., DLING INSTALLING SUITE 200, MADISON, WI AC 53719) PUFOR SSAFETY PRACTICESU PRIOR ATO �o `�[t[R P��''�. PERFORMING THESE FUNCT UNIT OTHERWISE INDICATE TO RD SHALL HAVE ATTACHE ESS *S RUCTURAL PA ELF. BOTTOMNISH A CHORDOFHALLSHOESIGNPROPTEREHEYDIATTALLATOIRIGCONTREIL ACTOR.PALOPINEYENGINEERED ``��\^� T C D L 7.O P S F DATE 04/29/02 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �: BC DL 5.D PSF DRW HCUSR151 D2119D28 ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OESION o.22839 — B C L L 10.0 P S F HC-ENG E J R/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE : ST:gTE OF 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 - 1491 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 9�• DRAWINGS 760 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �r •��L)RI0P•� D U R.FAC. 1.25 FR0M K P Alpine Engineered Products,Inc. RESP ON STB ILITY SOLELY FOR TME TRUSS CUMPONENI DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City,Frrj C� •� �L 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL CertificateA ••• SPACING SEE ABOVE ofAuthorization, ANSI/TPI 1-1595 SECTION 2. P rq • p\ (B0370- A2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 8.80 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W4X4= 7 FF— 7 —I 4 W5X5= 4 1 8-1-2 W2X4(A1) � W2X4(Al) 1-6-0 3J L,1-6-0 1. 2-10-0 ,�, 2-10-0 �-5-8-0 Over 2 Supports R=329 U=180 W=3.5" R=329 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 QTY:1 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- -78100 BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE \\R SAE %\1t11t��/I/I//1'' PERFORMING THESEDFUNOT[ONSDRUNLESSTOTNOERWISEDINDICATED, TOPICHORDFSHALLFHAVEPPROPERLY ATTACHED \�`\\�.�ER P.Fj ��I� T C D L 7.0 P S F DATE 04/29/02 STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. x`� ��l�fC°•tiy�-$ **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 MCUSR151 02119029 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FA L ORE TO /� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDL LNG, SHIPPING, INSTALLING AND / . moo.22839 = B C L L 10.0 P S F HC-ENG E J R/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 1S/14 SPECIFICATION PUHLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GA TV STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT T.L D 4 2.0 P S F S E A N 1493 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 �j`_C••'c�OR1OP• l D U R.FAC. 1.25 FR0M K P Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR TME TRUSS COMPONENT DESIGN SHOWN. THE SUIT ANILITY AND USE Of THIS /� DE�G� ```` Hai&City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Apr S/ \\\ SPACING 2 4.D" Fl-Certificate of Authorization#567 ANSI/TPI I-1995 SECTION 2. (� I/ 10 (80370- B1) 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, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF ROOF AND TC From 114 PLF at 0.00 to 114 PLF at 22.46 CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, SUPPORTING SHEAR WALLS. BC From 30 PLF at 0.00 to 30 PLF at 22.46 SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. DROPPED TOP CHORD LATERALLY BRACED BY OUTLOOKERS AT MAXIMUM OF 24" OC. SHIM ALL SUPPORTS TO SOLID BEARING. RIGID SHEATHING APPLIED TO THE TOP OF RAISED TOP CHORD AND QUTLOOKERS. BALLOON FRAMED WALL. SEE FL BLDG CODE. {FBC 2313.41 W4X4 7 7 W3X3 R ai W5X5 = 3 X 3; W5X9( � WU6; 4 T W3X6= —1 4 1-6-0 BALLOON FRAMED WALL 8-1-2 I 11-2-12 SIE 11-2-12 11-2-12 r 6-5-4 T 4-9-8 i 22-5-8 Over Continuous Support J R=144 PLF U=70 PLF W=22-5-8 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d QTY:1 FL/-/3/-/E/-/- Scale =.3125" 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- -78101 BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IF (TRUSS PLATE �tE R tP y INSTITUTE, 583 1) NOFRIO Oft., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �`� ''�� T C D L 7.0 P S F DATE 0 4/2 9 f 0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �r •t • F� /j� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING. `� •�,'�1�iCq i "IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED I'�• BC DL 5.0 PSF DRW HCUSR151 02119030 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO •V BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND 22839 = B C L L 1 0.0 P S F HC-ENG E J R/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPL ICApLE PROVISIONS OF NDS (NATIONAL OF SI ON SPECIFICATION PUBLISHED BY TME AMERICAN FORE 57 AND PAPER ASSOCIATION) AND TPI. ALPINE •• STATE OF CONNECTORS ARE MADE OF TOGA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO v TO .L D. 42.0 P S F S E Q N - 1503 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 !i5 O'C' '�G oRtI.-',�t� F O U R.FAC. 1.25 FR0M K P Alpine Engineered products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS f_OMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS //� �`� Haines City,FL 33844 COMPONENTFOR ANSECTIONCULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A p r � ��Q€fl�NG`�� SPACING 2 4.0" FL Certificate of Authorization#567 i (80370- - B2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 11.73 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. W4X4 W 3 X 5 7 F— 7 W 3 X 5 W5X7 4 � 4 W1.5X4 III 1-6 0 W3X6 A 8-1-2 W2X5(Al) W1.5X4 III W2X4(A1) LF 17-9-12 J 11-2-12 SIE 11-2-12 J 11-2-12 T 6-5-4 4-9-8 22-5-8 Over 3 Supports j R=739 U=252 W=3.5" R=1024 U=338 W=3.5" R=123 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d QTY:2 FL/-/3/-/E/-Z- Scale =.3125" 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—78102 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 0111111111% INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO % E R P. TC DL 7.0 P S F DATE 04/29/02 PE0.FORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED • • / I, STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RI61D CEILING. �� •,.�ilb�p• **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '9��: BC DL 5.0 P S F D R W HCUSR151 02119031 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 No.22839 BC LL 1 0,0 P S F H C-E N G E J R/W P F IN ALPINE BRACSPICING OF TRUSSES THIBy S DESIGN CONFORMS WITH APPLICABLE PSSOROVISIONS OF NDS (NATIONAL OE SI IN — CONNECTORSIII ATIAREON PMAOESOFD20GATASTMMA653AGIC NR40RGALYEST ANDSTEE�EREXCEPTIASINOTEDND TAPPLYALP C CONNECTORS CTORS TO ; = STATE OF: = T 0 T.L D. 42.0 PSF S E Q N - 12203 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 i�� C• Y;C bR�QP`�1•v��` O U R.FAC. 1.25 F ROM KID FLClertiinZs ity, OLPrizallgonnlZ 67 ROMP/TNN PN81FO99ANOSECEP TLA IONO2`AREBUIUDINGOIISOTHETREDSPONSIBIOIITY OF THE 8UILDINGIDESIGNERSEPER THIS APr�/�,hl �� D� ``�� SPACING 24.0" ANS] CCC/�.J {� (80370- - 133) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 11.73 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 N WITHIN 4.50 FT FROM ROOF EDGE, 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. END VERTICAL(S) NOT DESIGNED TO RESIST ANY LATERAL LOADING FROM WIND PRESSURE ON THE WALL. END VERTICAL DOES NOT PROVIDE SUPPORT SHIM ALL SUPPORTS TO SOLID BEARING. FOR WALL. MOMENT CONNECTION BETWEEN END VERTICAL AND WALL TO BE PROVIDED BY THE BUILDING DESIGNER. W4X4 7 W3X5 7 W4X4 W5X7 4 4t— W1.5X4111 2-11-13 W1.5X4 III W3X6 1-6-0 8-1-2 W5X8 \\\ W1.5X4 III I, 11-2-12 SIE 6-8-12 ,J 0 318 10-11-4 r 6-8-12 fI< 17-11-8 Over 2 Supports j R=735 U=278 W=3.5" R=735 U=289 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d QTY:4 FL/-/3/-/E/-Z- Scale =.375" Ft. "RACING WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND `tttlNlll►/� T C L L 2 0.0 P S F R E F R151--78103 BI NSTIT UTE,RE583 DFER OONIB 91 OFRIO DR HANDUITE 200LING 7 AM AD INSTALLING AC 53719),PUB OR PUBLISHY TPI ED PR ACTICE SU PR IORSS ATO ��•��`v�E R P�c��.,, PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ``��•• .ti�'C•••�/ /i// TC OIL 7.0 P S F DATE 04/29/02 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 PSF DRW HCUSR151 02119032 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO n'oO((ff BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND O.22839 � � BC LL 10.0 P S F HC-ENG E J R/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WI iH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE = STATE OF — TOT.L D. 42.0 P S F S E A N - 12206 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO i i 4 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER (�^••_F� P 50 `4 DRAWINGS 160 A-2. THE SEAL. ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��j V/(fes'•01410• \� O U R.FAC. 1.25 FR0M KP Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS /// Plaines City,FL 33844 ANSIONPNT1FOR ANSECTRONCULAR 9UILDING IS THE RESPONSI8ILITY OF THE 80ILOTNG DESIGNER, PER A P r �� t�t`�� S P A C I N G 2 4.0" FL Certificate of Authorization N 567 2. ' JI'll ,..,1 (80370- - C1) 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, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF ROOF AND TC From 54 PLF at -1,65 to 54 PLF at 0.00 CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, SUPPORTING SHEAR WALLS. TC From 114 PLF at 0.00 to 114 PLF at 12.29 SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO GABLE END. 8C From 4 PLF at -1.65 to 4 PLF at 0.00 ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. BC From 30 PLF at 0.00 to 30 PLF at 12.29 DROPPED TOP CHORD LATERALLY BRACED BY OUTLOOKERS AT MAXIMUM OF 24" OC. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. RIGID SHEATHING APPLIED TO THE TOP OF RAISED TOP CHORD AND OUTLOOKERS. BALLOON FRAMED WALL. SEE FL BLDG CODE. {FBC 2313.41 W4X4= 7 7 T2 W3X3% T W3X6; W5X5= 2 2-3 J 4 BALLOON FRAMED WALL 4E - 8-1-2 1-6-0 L 8-0-0 _I_ 4-3-8 fL 6-1-12 T 6-1-12 E 12-3-8 Over Continuous Support –� R=151 PLF U=80 PLF W=12-3-8 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 OTY:1 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 R151-78104 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE �I1ffFR 11U�11/(� PERFORMING 200 THISEDFUNCTONOFIONSIO ORUNLESSTOTHEERN[SEDINDICAWED, TOP19HORDFSHALLFHAVEET PPROP EREY ATTACHED S PRIOR TO P,F '�., T C D L 7.0 PSF DATE 04/29/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY AT TACHFD RI6ID CE itING. �l �IMPORTANT** fURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �� '••-[� BC DL 5.0 PSF DRW HCUSR151 02119033 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANYDEVIATION FROMTHIS DESIGN; ANY FAILURETO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANDn�OQ BC LL 10.0 PSF HC-ENG EJRJWPF ALPINEBRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PftOYISIONS OF NDS (NATIONAL DESIGN LL JJ ZZ = SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE •• STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO i T 0 T.L D. 42.0 P S F S E A N - 1510 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i'Q•� DRAWINGS 1647 0 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��r��11'•'OCpp10p'•'_•� `� D U R.FAC. 1.25 F R 0 M K P Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ��j � c •••c'`�j�,`�� FL CeHaines fitcate of Authorizatt onn#567 ANSIONPNT 1-1995SECTIONSECTIONCZLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A p r NZ G�`.0 SPACING 24.0" 'I (80370- - C2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 10.31 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. W4X4= 7 W1.5X4 7 F— W1.5X4 III fl T W5X5= 2-6-4 —J 4 8-1-2 W2X4(A1) W 3 X 3- lF 1-6-0 J (� 8-0-0 _I, 4-3-8 f 6-1-12 T 6-1-12 12-3-8 Over 2 Supports R=628 U=349 W=3.5" R=496 U=233 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 QTY:2 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 R 1 5 1- -78105 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE k�� 11111�tt14!!! PERFORMING THESEUFUUNUCIIONSIO DRUNLESSTOTHERWISEUINDNCATED, TOPICHORDFUSHALLFHAVEETY PPROPERLY ARACTI TTACHED OR TO R P'Fi o TC DL 7.0 P S F DATE 04/29/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. l9lCq �/�IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ��: B C D L 5.O PSF DRW HCUSR151 02119034 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES INCONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 22839 = BC LL 10.Q PSF HC-ENG EJR/WPF ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLEPROVISIONS OF NDS (NATIONAL DESIGNSPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE • TATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO r TOT.L D. 42.0 PSF S E Q N - 1512 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OE SIGN, POSITION CONNECTORS PER •• �.0 IG DRAWINGS ucts,Inc. RESPONSIBI1P 16 0ITY SOLELYTFORSTHE TURUSSICOMPONENT 0 SSIGNTSHOWNCEPTANHE USUITABILITYUAND US Alpine Engineered ProdN THS DRAWING EIOFETHIS '� C�•• ��P` �� D U R.FAC. 1.25 F ROM K P Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER Apr '�y` �$ DENG�t�`` SPACING 24.0" FLCertificateofAuthorization#567 ANSI/TPI 1995 SECTION 2. q� .itpt (80370- - Di) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BEARING BLOCKS: NAIL TYPE: 0.13lx3.0_g_nails BOT CHORD 2x4 SP #2 N BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK WALL PLATE WEBS 2x4 SP #3 1 16.208' 1 12" 6 BEARING BLOCK TO BE SAME SPECIES, SIZE & GRADE AS BOTTOM CHORD. SPECIAL LOADS REFER TO DRAWING CNBRGBLK1299 FOR ADDITIONAL INFORMATION. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 30.15 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BC From 4 PLF at -1.65 to 4 PLF at 0.00 IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. BC From 30 PLF at 0.00 to 30 PLF at 28.50 BC From 4 PLF at 28.50 to 4 PLF at 30.15 (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR TC 163 LB Conc. Load at 7.06, 9.06, 11.06, 13.06, 14.44 BETTER. ATTACH WITH 8d NAILS @ 6" OC. BC 601 LB Conc. Load at 7.00 BC 104 LB Conc. Load at 9.06, 11.06, 13.06, 14.44 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. THE BUILDING DESIGNER SHALL EVALUATE AND APPROVE LOAD MAGNITUDES SHIM ALL SUPPORTS TO SOLID BEARING. AND LOCATIONS AS SHOWN ("SPECIAL LOADS".) TRUSS ENGINEER AND FABRICATOR ARE NOT RESPONSIBLE FOR LOAD MAGNITUDES AND LOCATIONS. W4X4= W5X7= W3X6= W3X5= W5X5= 7 r W1.5X4 III 7 F— (A) --j 7 J 4 W5X7= 4 �8-1-2 W2X4III W3X5= W3X8; W3X5(A1) = W6X8= W3X5(A1) L1-6-001E _1 1�6� 16-4-4 I 7-0-0 I 12-6-0 1-0-0 _I,_I_ 8-0-0 _I (E 16-6-0 T 5-10-4 Tc 6-1-12 28-6-0 Over 3 Supports j R=1350 U=743 W=3.5" R=2721 U=1440 W=3.5" R=336 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d QTY:l FL/-/3/-/E/-/- Scale =.25" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND +,11ti��1"� „ TC LL 20.0 P S F R E F R151-78106 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE I� INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO E R P.,c�'� TC DL 7.0 PSF DATE 04/29/02 PERFORMING THESE FUNCTIONS. UNLESS OTHE0.WI SE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED pf�� iL��STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. r MPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �� : BC DL 5.Q PSF DRW HCUSR151 02119035 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANYDEVIATION FROMTHIS DESIGN; ANYFAILURE TO /� n BUILD THE TRUSSES INCONFORMANCEWITH TPI; ORFABRICATING, HANDLING, SHIPPING, INSTALLING AND o.22839 = BC LL 10.O PSF HC-ENG EJR/WPF A rINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN =SPECIFICATION PUBLISHED BYTHE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TATE OF CONNECTORS ARE MADE OF 20GA AST A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO • • TOT.L D. 4 2.0 P S F S E Q N - 1 5 2 7 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER j DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ilCl'f4 0110P q` D U R.FAC. 1.25 FROM K P Alpine Engineered Products,Inc RESPONSIBILITY SOLELYFOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE Of THIS /,/ �` �� `�� T1alIleS Clt}�,FI, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE 8UI LDING DESIGNER, PER A r �4�� /LRt7 tti \\ SPACING 24.0" FL Certificate ofAuthoriaation#567 ANSI/TPI 1-1995 Sf CTIDN 2. P �/ �\ (80370- - D2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 10.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 N WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 :W3 2x4 SP #2 N: BCDL=2.5 PSF. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BETTER. ATTACH WITH 8d NAILS @ 6" OC. SHIM ALL SUPPORTS TO SOLID BEARING. W5X7= W1.5X4III W4X4= W1.5X4 III W1.5X4 W 7 r (A) 7 4 W5X7= 4 8-1-2 W3X5(A1) - W3X5= W5X7= W3X5(Al) -6-01_ 16-4-4 —1 I-L-jo 9-0-0 _1_ 10-6-0 _I_ 9-0-0 J 16-6-0 r 5-10-4 r 6-1 12 28-6-0 Over 3 Supports R=641 U=305 W=3.5" R=1543 U=521 W=3.5" R=392 U=231 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d QTY:1 FL/-/3/-/E/-/- Scale =.1875" Ft. —WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F REF R151--78107 INSTITUTE,RE583 DFER OONOFRIO DR.ANOUITE 200LING T AM ADNSONNDWBR AC 53719) PUBLISHED SSAOFETY PRACTICES BY TPI PRIORSS ATO ��`TE `�`�`�R�P.� '�e PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROP ERLY ATTACHED �� '• / �j� T C D L 7. PSF DATE 04/29/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �� \I��(,�A �iL�� *`IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ( ��• BC DL 5.0 PSF DRW HCUSR151 02119036 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Y BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND .. 1.10-r�•f00(] B C L L 1 0.C P S F H C-ENG E J R/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 22839 = SPECIFICATION PUBLISHED By THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE • STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO i • = T 0 T.L D 42.0 P S F S E Q N - 1531 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INUICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �Gs`'�.��R1gP' `` DUR.FAC. 1 .25 FROM KP Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FGR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITAB ILIIV AND USE OF TNIS ' � F1.CeI'[1 ifnes City, FL33844 N567 grySj NEE TIFOR99 ANSE CT]ONC ULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OF SIGNER, PER Apr �[��' D�„t�� SPACING 24.0�� (80370- - D3) 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 NGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 N :B1 2x6 SP #1 Dense: WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 :W3 2x4 SP #2 N: BCDL=2.5 PSF. SPECIAL LOADS (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) BETTER. ATTACH WITH 8d NAILS @ 6" OC. TC From 54 PLF at -1.65 to 54 PLF at 30.15 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 5.88 BC From 110 PLF at 5.88 to 110 PLF at 16.30 SHIM ALL SUPPORTS TO SOLID BEARING. BC From 30 PLF at 16.30 to 30 PLF at 28.50 BC From 4 PLF at 28.50 to 4 PLF at 30.15 W5X5= W4X4= W1.5X4 III 141.5X4 III W3 7 r (A) 1 7 LIGHT STORAGE 4 W5X7= 4 8-1-2 W3X6= Bl W5X7(R) 111 W3X5(A1) = W3X5(Al} 16-4-4 1L 11-0-0 _l. 6-6-0 _1_ 11-0-0 16-6-0 T 5-10-4 T 6-1-12 fE 28-6-0 Over 3 Supports J I R=868 U=313 W=3.5" R=2221 U=801 W=3.5" R=322 U=218 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d QTY:1 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 R 1 5 1--78108 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE j1111U Uffy�� INSTITUTE, 583 D'ONOPRIO DR., SUITE 200, MADISON, WE 53719), FOR SAFETY PRACTICES PRIOR TO VV.1 o`` E R P.,",, T C D L 7.0 P S F DATE 04/29/02 PEftf ORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED L w. STRUCTURAL PANELS, BOTTOM CHORD SHALL MAYE A PROPERLY ATTACHED RIGID CEILING. Zl , '**IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �, • q��:Y BC DL 5.0 PSF DRW HCLJSR151 02119037 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANYDfVIATION FROMTHIS DESIGN; ANYFAILURE TO FALPINE BUILD THE TRUSSES IN CONFORMANCEWITMTPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLINGAND 22839 BC LL 10.0 P S F HC-ENG E J R/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE '� •• STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 G40 GALV. STEEL, EXCEPT AS NOTED. APPLY CON NE CTURS TO i T 0 T.L D. 4 2.0 P S F S E O N - 1536 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS f�}1111C 1;IEfain1gII1CC1'Cd PI'O(IUCtS,Inc. RESPONSIBI60ITY SOLELY FOR HE STHE TRUSS EAL ON ICOMPONENT DES DRAWING SIGN T SHOWNES . ATHE NCE OSU1TA81L]TYO AND USE NAL I DFEft ENGINEERING /�jiy1�•�COR50P,trDUR.FAC. 1.25 FROM KP )•I.CCItl$l;3[C City,uthor3384n#567 ANSNJTPN TIFOOR ANSE CTITI ONC2L AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Apr I'll !�� SPACING SEE ABOVE (B0370- - D4) MIS 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 LOCATED BOT CHORD 2x6 SP #2 N WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 :W2 2x4 SP #2 N: BCDL=2.5 PSF. SPECIAL LOADS (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) BETTER. ATTACH WITH 8d NAILS @ 6" OC. TC From 54 PLF at -1.65 to 54 PLF at 30.15 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 6.09 BC From 110 PLF at 6.09 to 110 PLF at 16.05 BC From 30 PLF at 16.05 to 30 PLF at 28.50 BC From 4 PLF at 28.50 to 4 PLF at 30.15 W5X5= W4X4= W1.5X4 III W 3 X 5 7 r (A) (A 7 W2 LIGHT STORAGE lk �8-1-2 W3X6= W8X8_ W1.5X4III W3X5(A1) = W3X5(Al) 11-6-01, 16-4-4 J 1� 13-0-0 I_2-6-0_ 13-0-0 I rE 28-6-0 Over 3 Supports R=790 U=285 W=3.5" R=2327 U=839 W=3.5" R=257 U=192 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 QTY:1 FL 3 E - Scale =.1875" Ft. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND %0%111111 TC T C L L 2 0.0 P S F R E F R 1 5 1- -78109 IINSTITUTE,REFER 583 DOHIB ONOFRIO DR(HANDLING UITE 200TAMADISONNDWBR AC 53719) FOR FFOR PUBLISHED SABY TPI FETY PRACTICESUSS PRIORATE TO %�'(E�I R P PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ``�� •-\��1C•��/j,��j� TC DL 7.0 PSF DATE 04/29/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .q� 1/ "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �� BC DL 5,0 PSF DRW HCUSR151 02119038 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 No.22839 ___ B C L L 10.0 P S F HC-ENG E J R/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OESION STATF OF SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) ANO 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 Q N - 1543 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ��(/�• ICL�R.QP--* ,� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING I,\1�•'.•� • /�� D U R.FAC. 1.25 F ROM KP CertificateAlpine of City,FL 338" COMPONENT FOR ANd products,Inc. RESPONS LITY OSEPARTICULAREBUIILDINGTR SS COISOTHETREDSPONSIBILLES GN SH IITY OF THE BUILDN. THE SU BINGIDESIGNER, PER THISFL p SPACING SEE ABOVE Ty' A r 2�iiy/� (80370- D5) 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 LOCATED BOT CHORD 2x4 SP #2 N :Bl 2x6 SP #2 N: WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 :W2, W3, W4, W6 2x4 SP #2 N: BCDL=2.5 PSF. SPECIAL LOADS (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) BETTER. ATTACH WITH 8d NAILS @ 6" OC. TC From 54 PLF at -1.65 to 54 PLF at 30.15 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 7.50 BC From 110 PLF at 7.50 to 110 PLF at 15.91 BC From 30 PLF at 15.91 to 30 PLF at 28.50 BC From 4 PLF at 28.50 to 4 PLF at 30.15 W5X5= W1.5X4 III W3X5� W1.5X4 III 7 f(A) W3 ( ) W4 7 W3X5�� W6 W2 4X4= W3X6= LIGHT STORAGE 2-0-0 23 8-1-2 B1 W3X6= W3X5(Al) W3X6 W3X6= W1.5X4 III W3X5(Al) = 1_1 6 0_I 16-4-4 IE 14-3-0 I 14-3-0 _I 16-6-0 r 3-4-8 T 8-7-8 I 28-6-0 Over 3 Supports j R=917 U=380 W=3.5" R=1788 U=645 W=3.5" R=544 U=342 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d QTY:2 FL/-/3/-/E/-/- Scale =.25" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F 8 1 5 1--78110 BI NST I TUTE,RACING RE 583 DFER OON OB-91 FRIO OR. SUITE NG 200TAMADNSONNDWBft AC53719),PU FORS SADF E T Y PR ACTIC ESBY IF U PR I OR SS ATO &t� ,1tG R tP.r '�i,, PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED s• T C D L 7.0 P S F DATE 04/29/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.**IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALIATION CONTRACTOR. ALPINE ENGINEEREDBC DL 5.0 PSF DRW HCUSR151 02119039 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TOBUILD THE TRUSSESIN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND .22$39BC LL 1D.C PSF HC-ENG EJR/WPF ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMSWITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN USPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE �• ATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T.L D. 42.0 P S F S E Q N - 1546 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �' • �` DRAWINGS I60 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ✓> Gf ORI D U R.FAC. 1.2 5 F R 0 M K P Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TR OSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TMS FL Certificate of uthori7atgonN567 ANSI/TPIT1 O995NSECTIONC�LAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Apr SPACING SEE ABOVE "I I j I i I i I1 1 111 ,' (80370- - E1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 12.48 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x6 SP #2 N :B2 2x4 SP #2 N: IN ROOF, CAT II, EXP B, WIND TCDL=3,5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 :W2, W3, W4 2x4 SP #2 N: (A) 1X4 "T" BRACE. 80% LENGTH OF WEB MEMBER, SAME SPECIES & GRADE OR SPECIAL LOADS BETTER. ATTACH WITH 8d NAILS @ 6" OC. ------(LUMBER DUR.FAC,=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 15.47 (B) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES & GRADE OR TC From 114 PEE at 15.47 to 114 PLF at 26.50 BETTER. ATTACH WITH 10d NAILS @ 6" OC. BC From 4 PLF at -1.65 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 8.25 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. BC From 110 PLF at 8.25 to 110 PLF at 15.92 BC From 30 PLF at 15.92 to 30 PLF at 26.50 W5X5 W1.5X4 III W5X5 7 W3X5� 7 !— (A) (A) (B) W3 W 3 X 3 W2 0-111-4 }10-1-2 62 LIGHT STORAGE W5X5= 2-0-0 W3X5= W1.5X4111 h.8-1-2 W3X6= W3X6= W2X4(Al) IE 6 D_IE 16-4-4 J 15-5-8 _I_ 11-0-8 ,1 fE 16-6-0 T= 10-0-0 �E 26-6-0 Over 3 Supports j R=892 U=341 W=3.5" R=2049 U=770 W=3.5" R=651 U=243 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d OTY:1 FL/-/3/-/E/-/- Scale —WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C ILL 2 0.0 P S F R E F R151-78111 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE \ttt11111111ti'l� INSTITUTE, 503 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO \\\ E'RP F�, "j C DL 7.0 P S F DATE 04/29/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED \\ y� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. \�\ r�I�fc• "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Q., ��• ! BC DL 5.0 PSF DRW HCI1SR151 02119040 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 • No 22839 B C L L 1 0.0 P S F HC-ENG E J R/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO (NATIONAL DESIGN = SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION} AND TPI. ALPINE STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D 42.0 P S F S E O N - 1565 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 'moo, Q••�(OR�OP�••�/��` D U R.FAC. 1.25 FR0M K P �ptnHainesCloty,Fled P 3844 �C COMPONENTTIFORYANYLPARTICULARELY FOR EBUILDINGUSS OISOTHETREESPONSIBILLITY OF THE BUILDIINGDESIGN SHOWN. THE IDESIGNNER, PER TY AND USE OF THIS �� f.A� ��.��`\� Fl,CertifcateofAuthorization#567 ANSI/TPI 1-1995 SECTION 2. Apr �lij,f {QEt�t�\� SPACING SEE ABOVE (B0370- E2) 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, LOCATED ANYWHERE BOT CHORD 2x6 SP #2 N :82 2x4 SP #2 N: IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 :W2, W3, W4 2x4 SP #2 N: (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR SPECIAL LOADS BETTER. ATTACH WITH 8d NAILS @ 6" OC. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 26,50 (B) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES & GRADE OR BC From 4 PLF at -1.65 to 4 PLF at 0.00 BETTER. ATTACH WITH 10d NAILS @ 6" OC. BC From 30 PLF at 0.00 to 30 PLF at 8.25 BC From 110 PLF at 8.25 to 110 PLF at 15.92 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BC From 30 PLF at 15.92 to 30 PLF at 26.50 W5X5- W1.5X4 III W3X5� 7 W5X5 7 !— (A) W3 W4 (A) (B) W3X3� W2 l 5 10-1-2 W5X5= B2 W3X5 2-0-0 = W1.5X4III 8-1-2 W3X6 W3X6 W2X4(Al) I 1 6 O,fE ,I 16-4-4 (E 15-9-0 _I, 10_9-0 _I ( 16-6-0 T 10-0-0 �E 26-6-0 Over 3 Supports R=912 U=341 W=3.5" R=1645 U=619 W=3.5" R=374 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 QTY:1 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 R 1 5 1- -78112 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE \\llllllllf/f/// INSTITUTE, 583 D'ONOFRIO DR„ SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO \\\\ R p /// PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `� ;•i•��'�A!/jTC DL 7.0 P S F DATE 04/29/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `�� F C��_YA i **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 02119041 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO (n BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND No.22839 • _ BC LL 10.0 P S F HC-ENG E J R/W P F 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 : .STATE OF • - CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 42.0 P S F S E A N - 1557 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 r ^ FL P• �� OUR.FAC. 1.25 FROM KP Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS moi'Y/•••.ORI�••`_�L```� Haines City,FI 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A r w Zito rr\�\\ SPACING S E E ABOVE FI tern icate Of Authorization f:567 ANSI/TPI 1 p 1995 SECTION Z. �j/ \ , 1 (80370- E3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 12.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W4X4= W3X5o� W3X5% 7 7f W5X5% �W3 X 3 T 15 ul 10-1-2 W3X3= W3X8= W3X5= 2-0-0 W1.5X4111 8-1-2 W1.5X4111 W3X3 W2X4(A1) 1.1-6 0_1,E 'I 9-7-12 I 9-9-8 16-8-8 15-9-0 _I_ 10-9-0 _I T IF 26-6-0 Over 3 Supports j R=455 U=210 W=3.5" R=1181 U=407 W=3.5" R=682 U=232 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 QTY:1 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 R151-78113 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE `, tEt�tttP,,��1 'z INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �� TC DL 7.0 P S F DATE 0 4/2 9/0 2 PERFOft MING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �� • • •• P� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. L+4•:Yw ' '*IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �.-Y BC DL 5.0 PSF DRW HCUSR151 02119042 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OF SIGN; ANY FAILURE TO to BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SM IP PING, INSTALLING AND = No.22839 B C L L 10.0 P S F HC-ENG E J R/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CO Nf OR MS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN = SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 4 2.0 P S F S E Q N - 1554 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 9 _ •Q. DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING /�tCC 'C(pptQl'`• D U R.FAC. 1 .2 5 F ROM KP Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS i •••••• Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ��,p� ```�� SPACING 24.0" FL Certificate of Authorization N 567 ANSI/TPI 1-1995 SECTION 2. APr �9j �� (80370- - E4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS X DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 :W4, W6 2x4 SP #2 N: SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. TC From 54 PLF at -1.65 to 54 PLF at 0.00 BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. TC From 114 PLF at 0.00 to 114 PLF at 20.17 BC From 4 PLF at -1.65 to 4 PLF at 0.00 W4X4 BC From 30 PLF at 0.00 to 30 PLF at 20.17 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 7 F— 7 DROPPED TOP CHORD LATERALLY BRACED BY OUTLOOKERS AT MAXIMUM OF 24" OC. -W3X3 RIGID SHEATHING APPLIED TO THE TOP OF RAISED TOP CHORD AND OUTLOOKERS. W3X5% THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, SUPPORTING SHEAR WALLS. ' SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO GABLE END. ' ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. 4-7-9 ONLY STUDDED AREAS EXPOSED TO WIND. W H 5% W4 W6 Ini W3X6�� 10-1-2 W3X3= W3 X8 2-0-0 / L8-1-2 W3X6= W3X3(R) III L,I-6-o_1 15-9-0 I 4-5-0 _I '1E 9-9-8 T` 10-4-8 20-2-0 Over 2 Supports R=234 PLF U=101 PLF W=9-9-8 R=708 U=320 W=3.5" Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 QTY:1 FL/-/3/-/E/-/- Scale =.3125" Ft. *WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE `122C�t�tlifflff T C ILL 2 0.0 P S F R E F R151--78114 INSTITUTE, 563 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ��``, G R P F�'/• T C OIL 7.0 P S F DATE 04/29/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �� •�iAl.. 4;''ice' STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. /f/ *`IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '9 B C D L 5.0 P S F D R W HCH$RI51 02119043 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 • No.22839 BC ILL 10.0 P S F HC-ENG E J R/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN • STATE OF SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT.L D. 4 2.0 P S F S E A N - 1561 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER '✓ i �t� DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��i��C/• ORI�P•�.1( �� D U R.FAC. 1.25 FROM K P Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THISflaines City,FL /rpp+(�` FL Certificate of uthorizaton#567 ANSI/TPIT1 11995NSECTIONCZLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Apr "L'Y�Nl D 10�W,`, SPACING SEE ABOVE (80370- - F1 2-PLY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 2 Complete Trusses Required � BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 NAILING SCHEDULE: (0.131x3.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. SPECIAL LOADS BOT CHORD: 1 ROW @ 12" o.c. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) WEBS : 1 ROW @ 4" o.c. TC From 54 PLF at -1.65 to 54 PLF at 28.15 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS BC From 4 PLF at -1.65 to 4 PLF at 0.00 IN EACH ROW TO AVOID SPLITTING. BC From 30 PLF at 0.00 to 30 PLF at 26.50 BC From 4 PLF at 26.50 to 4 PLF at 28.15 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED TC 256 LB Conc. Load at 7.06, 9.06, 11.06, 13.06, 13.79 WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND TC 211 LB Conc. Load at 15.44, 17.44, 19.44 BCDL=2.5 PSF. BC 27 LB Conc. Load at 7.00 BC 11 LB Conc. Load at 9.06, 11.06, 13.06, 13.79 CALCULATED HORIZONTAL DEFLECTION IS 0.34" DUE TO LIVE LOAD AND 0.14" DUE BC 56 LB Conc. Load at 15.44, 17.44 TO DEAD LOAD. BC 444 LB Conc. Load at 19.50 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W5X8 W1.5X4 III W3X5 = W3X8= W5X7 W1.5X4 III W3X5�� 7 I—' —I 7 -17 W3X8= HS612 W5X12 = qIL-- z 4 W3X5 W5X12(R) = 1 0 W5X5 = 8 1-2 4 4 W1.5X4 III W3X6(A5R) = W3X6(A5R) L,1-6-0j L_1-6-0,j 7-0-0 _I_ 12-6-0 _I, 7-0-0 6-3-8 T 7-5-0 r 3-3-8 T 6-2-8 r 3-3-8 (E 26-6-0 Over 2 Supports J R=2379 U=1340 W=3.5" R=2566 U=1470 W=3.5" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d OTY:1 FL/-/3/-/E/-/- Scale =.3125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 1 5 1--78115 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ,�tl�itlllt///// PERFORMINGINSTITUTE' THESEDFUNOTTONSIO DRUNLESSSUITOTHORWISEDINDICAWED, TOP1CHOft0 BHALLFHAVEETY PPROPERLV ARACTICE TTACHED .�`��,��sER P F/ 'O TC DL 7.O P S F DATE 04/29/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. \\ {Ilp• A'�� _IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED /4 qT•:v S BC DL 5.0 PSF DRW HCUSR151 02119044 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO y BUIL DTNE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 7ALPINE BRACING Of TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN No.22$39 B C L L 10.0 P S F HC-ENG E J R/W P F SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AL VAND PAPER ASSOCIATION) AND TPI.APP LYALPINE �• STATE OF EACHFCONNAACE SOFRTRMADDUS S E AND OF ZONAE SSTOTMERWI SEM A653 400OGAT ED ONE THI S EDESIGN XCEPT A SP NOOTED. CONNECTORS NPERORS TO i •• = TOT.L D 4 2.0 P S F S E O N - 1593 DRAWINGS 16 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING i��C• ';[ORI QP•'•�\\` O U R.FAC. 1.25 FROM K P Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU I'TAB It ITY AND OSE OF THIS �/ c •• \\\ Maines C1tZL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER S E FL Certificate ofAuthoriza,.n4567 ANSI/TPI 1-1995 SECTION 2. Apr /// titl�\�, SPACING 24.0' (80370- F2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 10.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 N WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 BCDL=2.5 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.24" DUE TO LIVE LOAD AND 0.10" DUE DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD, TO DEAD LOAD. 145X5= W1.5X4 III 143X5 144X4= W1.5X4 III 7 r � 7 143X5 0� W3X5 11 4 W5X12 = 2-0-0 145X7 —' J 4 W5X5 - 1-0-0 W5X5= 4 8-1-2 W3X5(A5R) = W1.5X4 III W3X5(A5R) 1_1-6-0_ 1 6-0 9-0-0 _I_ 8-6-0 I 9-0-0 ,1 6-3-8 T 7-5-0 r 3-3-8 T 6-2-8 T 3-3-8 26-6-0 Over 2 Supports j R=1204 U=467 W=3.5" R=1204 U=468 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 OTY:1 FL/-/3/-/E/-/- Scale =.25" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER DOONOBRIO (HANDLIR. SUNG 200TAMADISONNDWBRAC53719),PUBORSSADE8 Y PR ACTI(TRUPR[ORATO `�. `�'�R p r T C L L 20.0 P S F R E F R151--78116 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAYE PROPERLY ATTACHED �� };�fC.•�/�j r' TC DL 7.0 P S F DATE 04/29/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEIL iNG. `�� •� ` **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED " G "4� B C D L 5.0 P S F D R W HCUSR151 0211904 5 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO / /� p BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND Q,22839 B C L L 1 0.0 P S F HC-ENG E J R/W P F ALPINE BRACING OF TRUSSES. TNIS DESIGN CONFUR MS WITH APPLICABLE PROtl[BIONS OF NDS (NATIONAL DESIGN C C SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAP Eft ASSOCIATION) AN TPI. ALPINE • STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO R' TOT.L D. 4 2.0 P S F S E O N - 12173 EACH FACE OF TRUSS, AND UNLESS OTHERNI SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER '�r �'•�( P.:`V,� DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �i Og1D•• D U R.FAC. 1.25 FR0M KP Alpine Engineered Products,Inc. RESPONSIBILITY SOLE LY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUIIABILITY AND USE OF THIS ��'f � ` FL Certificate City,ut110r33844�I 567 ACOMPONE NSI/TPI NT1F099 ANSE PARRTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Apr�l lwlll'�F l ot%,G��,` SPACING 24.0" (B0370- F3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 11.18 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 N WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 BCDL=2.5 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.25" DUE TO LIVE LOAD AND 0.10" DUE DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. TO DEAD LOAD. W5X5= 143X5 = W4X4 143X5. 141.5X4 III 7 r ---1 7 W5X7= W 3 X 5 145X14 = 2-0-0 4 J 4 J 1-0-0 145X5 = ,_ 8-1-2 4 W5X12(R) _ T 4 W3X8 W3X5(A5R) — 141.5X4 III W3X5(A5R) 1_1-6-0. 1'1-6-0 I 11-0-0 _I_ 4-6-0 _I_ 11-0-0 _I 6-3-8 T 7-5-0 T 3-3-8 T 6-2-8 T 3-3-8-8 1 26-6-0 Over 2 Supports -11 R=1204 U=464 W=3.5" R=1204 1-1=465 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d OTY:1 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 R 1 5 1--78117 BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE ,%jcitI11111// INST I TOTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ,.S``,"�G R P,�'�i,, TC DL 7.0 PSF DATE 04/29/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ��At. •i ��1�I, STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ``� '`_ •"Yw�i� _IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ` _ I'••_Y S BC DL 5.0 PSF DRW HCUSR151 02119046 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 No.22839 = B C L L 1 0.0 P S F HC-ENG E J R/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECiF[CATION PUBLISHED 8Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE t• STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 4 2.0 P S F S E O N - 1 2 1 7 9 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 �j FG1 • 0131 vP• � D U R.FAC. 1.2 5 FROM K P Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TME SUITABILITY AND USE OF THIS �� Baines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER '� ,`�� p ° SPACING 2 4.0�� FL Certificate of Authorization#567 ANSI/TPI 11995 SECTION 2. Apr /// �� (80370- F4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 11.76 FT MEAN NGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 N WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 BCDL=2.5 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.23" DUE TO LIVE LOAD AND 0.09" DUE DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TO DEAD LOAD. W3X5(R) III 141.5X4 III W3X6 W 3 X 5 7 F— ---1 7 141.5X4 143X5�� W5X7 143X5 J 4 145X7= 2-0-0 4 `— 4 W5X12(R) = 1-0-0 W5X5 _ 4 8-1-2 W3X5(A5R) Wl.5X4 III W3X5(A5R) 1I 6 D IIIS 6-D IE 13-3-0 _{� 13-3-0 ( 6-3-8 7-5-0 T 3-3-8 r 6-2-8 T 3 3 8 (� 26-6-0 Over 2 Supports R=1204 U=458 W=3,5" R=1204 U=459 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5U QTY:l FL/-/3/-/E/-/- Scale =.n."/Ft- -WARNING— .n5" 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--78098 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ``'%J1111111111I,�' INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �� (ER P �i,, STR UCPEREOTUR AL PA NE ISFUB OTTOM CTIONSCHOR CUNLHORD ALOE H HAVE ERW IS PR OPERLYDI C DATTACHE DOR"IDACEILING,LL HAIE PROPERLY ATTACHED `•'� _ 'All Aw T C D L 7.0 P S F DATE 0 4)2 9/0 2 "IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED r BC DL 5.0 PSF DRW HCUSR15I 02119052 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IH CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND No.22839 = B C L L 10.0 P S F HC-ENG E J R/W P F 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 • STATE OF • ; T O T.L D. 4 2.0 P S F S E A N - 12185 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO i EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER � ••�. •/�` Alpine Engineered ProdDRAWINGS 160 A 2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESS10NA1_ ENGINEERING rr Q,••L 0(x10, ,� D U R.FAC. 1.2 5 FROM K P ucts,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PERApr�2(, DENG`,``` SPACING 24.0" FL Certificate ofAutholization#567 ANSI/TPI 11995 SECTION 2. (60370- F5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 11.84 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 N WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 BCDL=2.5 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.23" DUE TO LIVE LOAD AND 0.09" DUE DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TO DEAD LOAD. W4X4= Wl.5X4 III W3X6% W3X5o 7 F— -1 7 W1.5X4 W3X5 W5X7 W3X5 W5X7 = 2 0-0 4 J 4 —' 4W5X12(R) 1-0-0 W5X5= 4 8-1-2 W3X5(A5R) = W1.5X4 III W3X5(A5R) 1� 1I 6-D_I ►< 13-3-0 _ 13-3-0 � ( 6-3-8 7-5-0 T 3-3-8 T 6-2-8 T 3-3-g '1 26-6-0 Over 2 Supports j R=1204 U=462 W=3.5" R=1204 U=463 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 QTY:1 FL/-/3/-/E/-/- Scale =.25" Ft. "RACING WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.Q P S F R E F R 1 5 1--78118 BINSTIT UTE,RE583 DFER OONOPRIO OR. DUI TE 200, MAD LING INSTALLING AC53719),PUFORSSAGEBY PRACTICES(TRUSS P RI OR TO ,\�N,`,1d1R t�!!////� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHAD HAVE PROPERLY ATTACHED Q�A��E• F/ ��j TC DL 7.0 P S F DATE 04/29/02 ST0.UCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED �� _ �'�•-!� BC OL 5.0 PSF DRW HCUSR151 02119047 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TME TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND No 22839 B C L L 1 D.Q P S F HC-ENG E J R/W P F ALPINE BRACING OF FROSSE5. HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN S SPECIFIGATIQN PUBLISHED BY THE AM EftICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO r TOT.L D. 42.0 P S F S E Q N - 12188 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OE SI GN, POSITION CONNECTORS PER 9 DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��()1• �(0p'QP.-&�•,�` O U R.FAC. 1.25 FR0M KP Alpine Engin red Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 0E S[GN SHOWN. THE SUITABILITY AND USE OF THIS Apr ^Gi G;r`,``�� S PACING 2 4.0" 1Talnea C1 FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RE SPONS 18 IF I TY OF THE BUILDING DESIGNER, PER Y G� FLCerti£icateofAuthorization#561 ANSI/TPI 1-1995 SECTION 2. p !/ 1 (B0370- F6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 11.84 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 N WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 :W2 2x4 SP #2 N: BCDL=2.5 PSF. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W5X5 7 W1.5X4 III W1.5X4 III 7 F-- 5-7-13 W2 10-1-2 W5 12 = W3X3= —J 4 8-1-2 W2X4(Al) L�1-6-0�:j 13-3-0 _1_9 6-3-8 1 7-8-8 II IE 14-0-0 Over 2 Supports R=699 U=305 W=3.5" R=568 U=346 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d OTY:2 FL/-/3/-/E/-/- Scale =.3125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151-78119 BNST ITUTE,RACING RE 583 DFER OONOPRIO DR HANDDING 200INSTAM AOISONNDWBR AC53719),PUB OR SSADF ETY PRACT ICE S(TRUPRI DR SS ATO �.��``�ti.R P� � PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE 11GPERLY ATTACHED �� '�,}• �/ TC DL 7.0 P S F DATE 04/29/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. j,,Z **IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �� (�Q" '�• BC DL 5.0 PSF D R W HCUSR151 02119048 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AN DEVIATION FROM THIS DESIGN; ANY FAILURE TO • _ ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND No.22839 BC LL 10.0 P S F HC-ENG E J R/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE • STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%GEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 42.0 P S F S E O N - 12190 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER . - P, •w DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �i �i�•' Ol�IO OUR.FAC. 1.25 FR0M KP Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR TME TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF TUI$ `�` ��, Haines City,FL 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER (, zt, FLCertificateofAuthorizationN567 ANSI/TPI 1-1995 SECTION 2. Apr Z;/I(� ttt��\�\�� SPACING 24.0" (80370- F7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WINO, 11.84 FT MEAN NGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 N :62 2x4 SP #1 Dense: WITHIN 4.50 FT FROM ROOF EDGE, CAT TI, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 :W2 2x4 SP #2 N: BCDL=2.5 PSF. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. W5X5 --j 7 W1.5X4 III W1.5X4 ill 7 (— 5-4-12 W2 10-1-2 B2 W5X12 = W3X3 —� 4 8-1-2 W2X4(A1) L�1-6-0:::�j (,. 13-3-0 1-2-3�I_. � 6-3-8 T 8-1-11 14-5-3 Over 2 Supports R=717 U=316 W=3.5" R=587 U=340 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d OTY:1 FL/-/3/-/E/-/- Scale =.3125"/Ft- ;W .3125" 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--78120 BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �1t1111111111,// INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �.� �ER P"//i,� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �� • • •• �I TC OL 7.0 P S F DATE 04/29/02 STft ULTUft AL PANELS, BOTTOM CNORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �`. .�1�1(`.•�" "IMPORTANT" FURNISH A COPY OF 7H1S DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 5.0 PSF DRW HCUSR151 02119049 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO p �_ ALPINE BUILD THE 7RUSSES [N CONFORMANCE W[7H TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND No.22839 B C L L 1 0.0 P S F H C-ENG E J R/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PH OV ISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE a • STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO • TOT.L D. 4 2.0 PSF SEAN - 1 2 1 9 2 EACH FACE OF THUS S, AID UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERINGS 16D A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING I C•• �ORIU. �(/v D U R.FAC. 1.25 FR0M KP Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TME SUITABILITY AND USE OF THIS ��j�e� �p Al��C �� PI CCItaines iAutt�o 338 4/j$(] COMPONENTIFORR ANYE PARTTICULAR BU II.DING IS THE RESPONSIBILITY OF THE BDI LDING DESIGNER, PER Apr qh�i;•�ED�EN��.` SPACING 24.0" (B0370- - FS) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 11.84 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W4X4 � 7 W3X3 W 3 X 5 7 4-11-10 10-1-2 W3X8 W5X5- W1.5X4 III 4 8-1-2 W2X4(A1) L,1-6-0,j I, 13-3-0 f 6-3-8 T 8-10-8 fE 15-2-0 Over 2 Supports— R=747 U=332 W=3.5" R=618 U=332 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d OTY:6 FL/-/3/-/E/-/- Scale =.3125" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151-78121 BRACING. REFER TO HI8-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 111111111111/ IN STI TOTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TO �1111.0 E R p Ifl* PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED &No.22839 C P� /i�/ TC D L 7.0 P S F DATE 04/29/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. I�� • "Y /ORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �•:v %' BC DL 5.0 PSF DRW HCDSR151 D2119060 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO A L P INE BUILD THE TRUSSES IN CONFORMANCE WI TN TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BC LL 10.0 PSF HC-ENG EJR/WPF BRACING OF TRUSSES. THIS DE S[GN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (N AIIONAL DESIGN �+ C SPECIFI CON N EC TPIN O R SI ARE MADESOFD20GATASTMMA653AGR40 R GALV. STEEL,EST AND A XCEPTGo I AS[NOTED ND TAPPLYAL ECONNECTORS TO •• STATE OF T 0 T.L D. 4 2.0 P S F S EON - 12194 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ��••EIG P •�k Alpine Engineered Products,Inc. RESPONSIBILO7Y SOLELYTFORSTNE ORUSSICOMPONENT DE DSIGNTSNOWWCEPTANHE SUITABIL[TYOAND USElOFETHTS //�`Cv•�t ORit��y �� D U R.FAC. 1.25 F R 0 M KP City,Fl, FLCertificate of uthorizagton#567 ANSIOTPNT1F1995NSECTIOONC�LAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER APr�� `/ G`��`` SPACING 24.0" (80370- - 7' TRAY E/J F1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 10.01 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 BCDL=2.5 PSF WEBS 2x4 SP #3 SHIM ALL SUPPORTS TO SOLID BEARING. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 12-2-6 R=83 U=180 W1.5X4 W1.5X4 III 3-5-5 7 F- 9-1-2 W 1.5 X 4 R=197 U=180 4 W5X5 1}8-1-2 W2X4(Al) LE 1-6-0 —IE 7-0-12 _I 3-3-8 3-8-8 —7-0-0 Over 3 Supports R=399 U=227 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.52a QTY:3 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 1"11111111111" TC ILL 20.0 P S F R E F R151--78123 I NST I TUT E,PERFORMING THESEDFONOCTNONSIO DRUNLESSTOTHEORW]SEDINDNCANED, TOP5 37 ICNORDF3HALLFHAVEPPRCILCEY ANTACHED ` ��E R P,F��'�i TC DL 7.0 PSF DATE 04/29/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PR OPE RLV ATTACHED RIGID CEILING. ��` • ��I�IC• ,� *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 HCI *PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ALPINE BUILD THE TRUSSES IN CONFORMANCE NITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND _ No.22839 BC LL 10.0 P S F HC-ENG BRACING OF TRUSSES. THIS DESIGN CONFORMS W[TN APPLICABLE PROV ISION5 OF No (NATIONAL DESIGN SPECIFICATION PUBLISHED BV THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE •• STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALLA. STEEL, E%GEPT A5 NOTED. APPLY CONNECTORS TO T 0 T.L D. 42.0 P S F S E Q N - EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON TNIS DE StGN, POSITION CONNECTORS PER DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING iC••�`•0�1QP•• �� D U R.FAC. 1.25 FROM i Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TH[5 I-Iaines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILOI NG DESIGNER, PER `�� FL Certificate ofAuthorization#567 ANSI/TPI 1-1995 SECTION 2. Apr /��' 1111"" SPACING 24.0" (B0370- 9'10 H/J F1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 HIPJACK SUPPORTS 6-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. SHIM ALL SUPPORTS TO SOLID BEARING. 12-2-5 R=243 U=216 W3X5 4.95 F— 3-5-0 0-4-5 9-1-2 W5X5= W3X3- R=365 U=180 —F 2.87 A}8-1-2 W2X4(A1) L12-1-7 �E 9-10-13 _I 4-6-6 5-3-11 IE 9-10-1 Over 3 Supports R=461 U=277 W=4.2" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.52a QTY:1 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.D P S F R E F R151--78124 �111111111//� OR PERFORMING THESEDF�NCOTIONSIO DRUNLESSSUITOTHERWISEDINDICATED, TOP537 ICHORDFbHALLFHAVEETY PPROPERLYRACT ES ARTACHED %% '�E R P R �/ . �;�i�1�• �,G,, TC DL 7.0 PSF DATE 04/29/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Q **IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED �. �J'.v i BC DL 5.0 P S F D R W HCUSR15I 02119054 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO F BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND = No.22839 B C L L 10.0 P S F HC-ENG E<]R/W P F ALPINE BRACING OF TRUSSE 5. HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE C�F CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO i TOT.L D. 4 2.0 P S F S E Q N - 59730 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OF SIGN, POSITION CONNECTORS PER i '•,o P �i DRAWINGS 1fi0 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �j G1 �Li7R�0• D U R.FAC. 1.25 F R 0 M K P Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of IRIS FLCerificate0 Puthorizatton#567 ANSIOTPNT1F1995NSECTIONCZLAR BUIlOING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Apr4 'h'118'1.11100% SPACING SEE ABOVE (B0370- 9'10 H/J Fl) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. HIPJACK SUPPORTS 6-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. SHIM ALL SUPPORTS TO SOLID BEARING. W2X5 III 12-2-5 R=576 U=322 W3X5 2-5-0 4.95 (- 10-1-2 R=32 U=180 W5X5 = 0-4-5 —' 2.85 W1.5X4 III 8-1-2 W2X4(A1) L---2-1-7 _IE 9-10-13 _I 8-9-4 1 o T2 �E 9-10-1 Over 3 Supports R=461 U=277 W=4.2" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.52a QTY:1 FL/-/3/-/E/-/- Scale =.375" Ft. —WARNING— ES (HANDLING INSTALLCARE FINGAAND BRACING),) PUBILISHED By TPI INSTALLING PLATE {.,%%J1111t1t/4/ TC LL 20.0 PSF REF R151--78125 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �'(E R P.F'/�i, PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED MNo.22839 C��Ij ,�� TC DL 7.0 PSF DATE 04/29/02 STft UCTUR AL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Ilj_IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �. BC DL 5.O PSF DRW HCUSR151 02119055 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURETO BUILD TME TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND = g C L L 10.0 P S F HC-ENG E J R/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOW (NATIONAL DESIGN _ SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE • STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO - TOT.L D. 42.0 P S F S E Q N - 59733 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 'j•��V�•�,�OFIOP D U R.FAC. 1 .25 FROM K P �P�HainesCityFLr33844 Inc. COMPONENTTIFORLITYANYYLPARTICCULAREBURUDSINGOMSOTHETDES GN H WN. TH S TAB REESPONSIBILLITY OF THE BUILDIINGIT AND I OF DESIGNER, PER THIS Q , ^_�G` SPACING SFE ABOVE FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. pr 2y q/'''HHHHryryry,;E (80370- 7' TRAY E/J F1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 10.01 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 BCDL=2.5 PSF WEBS 2x4 SP #3 SHIM ALL SUPPORTS TO SOLID BEARING. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W 1.5 X 4 III 12-2-6 R=256 U=200 2-5-5 7 10-1-2 R=11 U=180 W5X5 --( 4 }8-1-2 W2X4(Al) �1-6-0 7-0-12 'I 6-3-8 B_8 7-0-0 Over 3 Supports R=413 U=232 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d QTY:4 FL/-/3/-/E/-/- Scale =.375" Ft. *WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND dlilllt/� BRACING. REFER T? NIB (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE \N " T C L L 20.0 PSF R E F R151-78126 INSTITUTE, 583 D'ONOFRIO Oft., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ��\\\�G�LP�,J�zI TC DL 7.0 PSF DATE 04/29/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `,� � �2 I�j' STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `� C,q•• **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ` Q!� �(�• B C D L 5.0 P S F D R W HCUSR151 02119056 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, SNIPPING, INSTALLING AND No.22839 B C L L 10.0 P S F HC-ENG E J R/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE : STATE OF • .: CONNECTORS ARE MADE OF 20CA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T.L D. 42.0 PSF S E Q N - 1567 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OF SIGN, POSITION CONNECTORS PER i�'p��. /C P DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �i �► ORO• �� (f, • DUR.FAC 1.25 FROM KP Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITAB ILIIY AND USE OF THIS ��01('�//� G• G� `\\� FL CertificateTof utllonzatt on#567 ANSI/TPI 1F 11995N SECTIONC2L AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING GESIGNER, PER Apr 2'94'4 it,"'\\�` SPACING 24.0" (B0370- 5' TRAY C/J F1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 9.43 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 BCDL=2.5 PSF DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. 11-0-6 R=107 U=180 7 — 1-8-7 9-7-15 R=69 U=180 J 4 8-1-2 W2X4(Al) IF 1-6-0 5-0-12 _I 5-0-0 �-5-0-0 Over 3 Supports R=335 U=216 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 OTY:2 FL/-/3/-/E/-/- Scale ""WARNING"` TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING OR SID IINSTITUTE,RE583 DFER UON OFRIO DRHAN SLING UITE 200'AMADN SON NDW00.AC5" ,),PUBLISHE FET Y PRACTI C ESU PR I OR ATO `p�``��E R p TC LL 20.0 P S F R E F R151--78127 PERFORMING THESE FUNCTIONS. ONLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED •• -,1y��j TC DL 7.0 P S F DATE 04/29/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `��` •�� C,9;•"1, `*IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED V Fe-. BC DL 5.0 PSF DRW HCUSR151 02119057 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 - No.22839 __ B C L L 10.0 P S F HC-ENG E J R/W P F 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 STATE OF 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 O N - 1573 EACH FACE OF TRUSS, AND ONLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i�(�•••F( ',•••o DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING // 09%q �� D U R.FAC. 1.2 5 FROM K P AlpineEngineered CltyFL Products, �u8g4 Inc. RESPONSI COMPONENTIFORYANOLPARTICULAREBOILDINGSS C OMSOTHETftEOSPONSIBIOWN OF THE DUILDBNGIF IT YDESIGNERAND U SEPOR THIS Apr '2 y' Q� D`•1AG` ` SPACING 2 4.0" FL Certificate ofAuthorization#567 ANSI/TPI 1-199s secTloN z. p tgtl (B0370- 5' TRAY C/J F1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 9,43 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 BCDL=2.5 PSF WEBS 2x4 SP #3 SHIM ALL SUPPORTS TO SOLID BEARING. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. W1.5X4 III �11-0-6 R=150 U=180 7 � 2-3-5 9-1-2 R=26 U=180 _J 4 W5X5 �8-1-2 W2X4(A1) IF 1-6-0 5-0-12 _I 3-3-8 1-8 8 �-5-0-0 Over 3 Supports R=335 U=217 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d QTY:2 FL/-/3/-/F/-/- Scale =.375" Ft. `*WARNING`* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--78128 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ��tllllllllff/ INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �� PERFORMING THESE FUNCTIONS. UNLESS OTHERWtSE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �� .�E Rt P.FjA'-',,, T C D L 7.0 P S F DATE 04/29/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1I • 't ltiltq•'vw�i� _IMP IMPORTANT'` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED � •�(. B C D L 5.D P S F D R W HCUSR151 02119058 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ALPINE BUILD THE TRES SES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND /� BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN Na.22839 B C L L 10.0 P S F HC-ENG E J R/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE : STATE OF TOT.L D. 42.0 P S F S E O N - 1580 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i DRAWINGS 160 A 7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING � (fY••f(�(�.QP••� � D U R.FAC. 1.25 FR0M KP Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS r Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSI8ILITY OF THE BUILDING DESIGNER, PER � FL Certificate ofAuthorizatiion#567 ANSI/TPI 11995 SECTION 2. Apr��J1},lf �N6`,�� SPACING 24.0" (B0370- 3' TRAY C/J F1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 8.85 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 BCDL=2.5 PSF DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. 7 r-- +9-10-6 1- 7 R=42 U=180 8-11-15 R=34 U=180 J 4 }8-1-2 W2X4(Al) IF I-6-0 -3-0-12—� 3-0-0 3-0-0 Over 3 Supports R=267 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d QTY:4 FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REGUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND j T C L L 20.0 P S F R E F R151--78129 BRACING.INST I TUT E.REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ``,��flt(�F�IIf/ff�f' PERFORMING THESEDFUNOCTI0 S 10 ORUNLESSTOTHERWE 00.ISEDINE SDNCATED, TOP537 ICHORDF3HALLFHAVEPPROPERLY ATTARACTICES PH CHED �` �,'(E R P. , / , TC DL 7.0 PSF DATE 04/29/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. � L` **IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �`vY ��• B C D L J, P S F D R W HCD$R151 02119059 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO --J BUILD THE TRUSSES IN CONFORMANCE WITH TP 1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PR OVISIUNS OF NOS (NATIONAL DESIGN NO,22�+$39 B C L L 1 0.0 P S F HC-ENG E J R/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ^ STATC OF • ' CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO • c TOT.L D. 42.0 P S F S E Q N - 1576 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OF IGN, POSITION CONNECTORS PER • Q' DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 'i RC••�L�[��P •(j�� D U R.FAC. 1.25 F R 0 M K P Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THIS �i�y,�� FI.CerI CBCC Of lltllOn7HI #56] ANSI/T ENT1F 0995 N SECTIO IC AR AR BUILDING IS THE RE SPDNS[8IL ITY OF THE BUILDING DESIGNER, PER Apr'�C�/v/ 'EnG```�� SPACING 24.0" (80370- 1' CfJ F1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 8.26 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. R=106 U=180 7 0-8-7 A, B-8-6 8-1-25 4 R=18 U=180 W2X4(A1) I�1 6 0 1-0-12 ri-o�-0 1-0-0 Over 3Supports R=289 U=240 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d GTY:4 FL/-/3/-/E/-/- Scale =.375" Ft. *"`WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151--78130 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE P- No. '01111111111j,"/INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO E R Pcr/, TC D L 7.0 PSF DATE 04/29/02 PER EDRMIN6 THESE FUNCTIONSUNLESS OTHERWISEINDICATED, TOP CHORD SHALL HAVEPROPERLY ATTACHED •STRUCTURAL PANELS, BOTTOM LH ORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �llC• - /**IMPORTANT" FURNISH A COPi OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED � BC DL 5,0 PSF DRW HCUSR151 02119060 PRODUCTS, INC. SHALL N07 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANYTAILORI TO BUILDTHE TRUSSES1N CONFORMANCEWITHTPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 22839BC LL 10.0 PSF HC-ENG EJR/WPF ALPINEBRACING OF TRUSSES, HIS DESIGN CONFORMS WITH APPLICABLE PROV[SIOSOF NDS (NATIONAL DESIGN = SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE bF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO r T 0 T.L D. 42.0 P S F S E O N - 1578 EACH FACE OF TRUSS, AND ONCE 55 OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER j •�. Q DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING (1j�• G R�QP•�( - D U R.FAC. 1.25 FR0M KP Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS /,/{� J��\ Haines CI FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER l• FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. Apr 2' h1 11 p10 SPACING 24.0" (80370- 9'14 H/J) 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, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. HIPJACK SUPPORTS 6-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. 12-2-5 R=210 U=189 W31X5 4.95 F-- 4-5-0 0-0-1 8 R=398 U=180 W1.5X4 II{ W4X4- W2X4(A1) L-2-1-7 9-10-13 IE 9-10-1 Over 3 Su JI Supports R=461 U=277 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.52a QTY:1 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 R 1 5 1--7 8 1 3 1 BRACING. REFER TO HIB-91 (HANDLING INSTALLINGIII AND BRACING), PUBLISHED BY TI TPI (TRUSS PLATE 1111G1111411ijU� ID CE I PERFORMING THE SEDFUNOCTRONS RUNLESSI UI TOTHERWISE0. OINDNCATED, TOPICHORDFOSHALLFHAVfPPRGPERLY ARACTICES RT ACHED `1 E R P�/''��j T C D L 7.0 P S F DAT E 0 4/2 9/0 2 "IMPORTANT*.NEL FURNS. O SHOA COPY N 0DOFHTHIS HDESIGN AV APT OPTHE YINST ALL ATAG AT DT IONGCONTRACTOR. ALPINE ENGINEERED `IL NG ``�� fi•�t�1Cq��''� BC DL 5.0 PSF DRW HCUSR151 02119061 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ALPINE 8U[LD THE TRUSSES IN CONFORMANCE W[TN TP[: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND L E – No.22839 = B C LL 10.0 P S F HC-ENG E J R/W P F BRAC5 PE ING OF TRUSSES. THIS OF IG CONFORMS WITH APPLICABLE PASSOCROVISIONS OF NDS (NATIONPINAL DESIGN CON NECT0R SIFI ATI AR EON P MADES OF 20G AT ASTMM A653A GR40To R GALV.EST OST ESLER E%CEP TI ASI N OTED, T AP PLY1. ACCNN ECTORS TO STATE OF: T 0 T.L D. 42.0 P S F S E O N - 59735 EACH FACE OF TRUSS, AND ONLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER .�pT p DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING i•C••��•OR��i� L��` D U R.FAC. 1.2 5 FROM K P Alpine Engineered ProductS,Inc. RESPONSIBILITY SOLELY FOR iNE TRUSS COMPONENT DESIGN SHOWN. HE SOITA8ILITY AND USE OF THIS Apr, ••ENG111``O� S P A C I N G S E E ABOVE ITaIIIeS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSII II ITY OF THE 8UIf.DING DESIGNER, PERRED FL Certificate ofAutbori=ti0I1#567 ANSI/TPI 11995 SECTION 2. P 7j 111 (B0370- 7' E/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 10.01 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 BCDL=2.5 PSF DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD, 12-2-6 R=163 U=180 7 {- 4-5-5 8-1-2 R=104 U=180 W2X4(Al) IF 1-6-0 —1E 7-0-12 J —7-0-0 Over 3 Supports--� R=413 U=234 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d OTY:6 FL/-/3/-/E/-Z- 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 R151-78132 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �"%%%%1111111 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO `��,` ��R P/C� � T C D L 7.0 P S F DATE 0 4/2 9/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL riAVE PROPERLY ATTACHED P STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `� �C`��'C'.q��-y 1-1 **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 02119062 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY TAILOR TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND No.22839 = B C L L 10.0 P S F HC-ENG E J R(W P F ALPINE BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PODLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE �� STATE OF TOT.L D. 4 2.0 P S F S E O N - 1514 CONNECTORS ARE MADE OF 2DGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO � EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER *' DRAWINGS 1fi0 A-Z. THE SEAT ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �i��1�,�� F �• ; D U R,FAC. 1.2 5 FROM K P Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THISHaines City,FL ��` �� FI,Certificate OCAuthor178tio#567 ANSI/TPI FOR COMPONENT995N SECTION 2. BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER API' �9/j-�I}�/mw,%,`� SPACING 24.0" (80370- 5' C/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 9.43 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 BCDL=2.5 PSF DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 11-0-6 R=107 U=180 7 (— 3-3-5 8-1-2 R=69 U=180 W2X4(Al) IF 1-6-D —LF 5-0-12 _I �5-0-0 Over 3 Supports R=335 U=217 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d QTY:2 FL/-/3/-/F/-/- Scale =.375" Ft. *B RACRINGNG*REFERR TOES HIB-901U IR(HANDLINGE INSTALLIINGA AND BRACING) BIS HED BY TPI INSTALLING PLATE TC LL 20.0 PSF REF R151--78133 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO \\�\,111t1it��'' PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED \\\ �E RLL!p w-, T C D L 7.0 P S F DATE 04/29/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �� IFf•'•�4, ''i '*IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �� • •� C'9J':L i B C D L 5.0 P S F D R W HCUSR151 02119063 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO fn• ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND No.22839 BC LL 10.0 P S F HC-ENG E J R/W P F BRACING OFF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PR UV ISIO NS OF NDS (NATIONAL DESIGN • _ SPECIFICATON PUBLISHED By THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STAYS OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 42.0 P S F S E Q N - 1517 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 �� •F P � D U R.FAC. 1.25 FROM KP Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS v(((/��X'yOR'GO �, Maines City,FL 33$¢4 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER '� '�RRp cAG\\%\- S P ACING 24.0" FLCertificateofAuthorization#567 ANSI/TPI 1 -1995 SECTION 2. Q rC (80370- 3' C/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 8.85 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 BCDL=2.5 PSF DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 9-10-6 7 F- R=42 R=42 U=180 2-1-5 8-1-2 R=34 U=180 W2X4(A1) IE 1-6-0 SIE 3-0-12� 3-0-0 Over 3 Supports R=267 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 QTY:2 FL/-/3/-/E/-/- Scale =.375" Ft. ""WARNING"" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND i�ltt ultra T C L L 20.0 P S F R E F R151--78134 BRACING. REFER TO H18 91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE \\G INSTITUTE, 583 D'ONOFR IO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO o``�F-R P '11,,� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `♦��` t'`;�LjCq�j1A ' TC D L 7.0 P S F DATE 04/29/02 STRUCTURAL PANELS, BOTTOM CM ORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. !Y' Y-Y _IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ��: BC DL 5, PSF DRW HCUSR151 02119064 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 o.22839 BC LL 10.0 P S F HC-ENG E J R/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN _ SPECIFICATION PUBLISHED 8Y THE AMERICAN FOREST AND PAPER ASSOCIATION) NO TPI. ALPINE STATE OF CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO •�`S T 0 T.L D. 42.0 P S F S E Q N - 1 520 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 i/j �••':,�OfitQP'�LL•/�` OUR.FAC. 1 2 5 FROM K P Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR TME TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS ��r'\� w�,\`�, `♦♦, Haines City,F1. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER G�� FL Certificate ofAathor1zatt#567 ANSI/TPI 1-1995 SECTION 2. Apr �9'irj Itt\\6\`♦ SPACING 24.0" (80370- 1' C/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N 120 MPH WIND, 8.26 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. R=106 U=180 gh 8 8-6 0-11-5 R=18 U=180 W2X4(Al) I�1-6-o ,J' 0-121 1-0-0 Over 3upports R=289 U=238 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d QTY:2 FL/-/3/-/E/-/- Scale =.375" Ft. —RACING WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 1 5 1--78135 BI NST ITUTE,RE 583 DFER aONOBR91 DR HANDUITE 200ING T AMAD NSON NOW BR AC537191 POBORSSAPE TY PR ACTICE S(TRU PR I OR ATE TO ��o`' 'E R P),1�.,, STUCEREOTORARM I G PANEL SFUBOTTOMICTIONSCHORDUNLESHALLLOT HERWHAVESA PROPERLYIC DATTACHEDORIIGIDACEILING PROPERLY ATT ACHfD ` L�Cq�A�/,,' TC DL 7. PSF DATE 04/29/02 _1 MPORTANT11 FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �� V F B C D L 5.0 P S F D R W HCUSR151 02119065 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 TROSSES. THIS UES 16 CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN '`��•22839 O g C L L 10.0 P S F HC-ENG E J R/W P F SPECIFICATION POBLISHED BY THE AM Eft IC AN FOREST AND PAPER ASSOCIATION] AND TPI. ALPINE - STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO i TOT.L D. 42.0 P S F S E Q N - 1523 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •� P i R DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��i C� ��R�O�•g/ D U R.FAC 1 2 5 FROM K P Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUI TABIL[TY AND USE OF THIS [�� 1LCertiinesCi Utlio13384 �$(] ANSI(TPNT1F0995NSECT10NCp AR BUILDING IS TME RESPONSIBILITY OF TME BUILDING DESIGNER, PER Apr �q� O;,�t��``, SPACING 24.0" ASCE 7-98: 120 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, 1 = 1.00, EXPOSURE C 2X4 BRACE (1) 1X4 "L" BRACE " (1) 2X4 "L" BRACE • (2) 2X4 'I" BRACE "" (1) 2X6 '1" BRACE " (2) 2X6 'T," 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 H n 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 1 #3 3' 6" 5' 5" 5' 5" 7' 2" 7' 2" 8' 9" 8' 9" 11' 1" �9' " 13' 9" 13' 9" GROUP A: HF STUD 3' 6" 5' 4" 5' 4" 7' 1" 7' 1" 8' 9" 8' 9" 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" " 12' 11" 12' 11" 1 2 STANDARD 42 STUD 1 3' 11" 6' 3" 6' 8" 7' 4" 7' 11" 8' 9" 9' 6" 11' 7" 12' 6" 13' 9" 14' 0" 3 STUD1 #3 STANDARD sP #2 3' 10" 1 6' 3" 6' B" 7' 4" 7' 11" 8' 9" 9' 6" 11' 7" 12' 6" 1 13' 9" 14' 0" 3 3' 8" 5' 6" 5' 6" 7' 4" 7' 4" 8' 9" 9' 3" 11' 5" 11' 5" 1 13' 9" 14' 0" DOUGLAS FIR-LARCH SOUTHERN PINE d C\l DFL STUD 3' 8" 5' 6" 5' 6" 7' 3" 7' 3" 8' 9" 9' 3" 11' 3" 11' 3" 13' 9" 14' O" 3 3 STANDARD 3' 7" 4' 9" 4' 9" 6' 3" 6' 3" 8' 5" 8' 5" 9' 9" 9' 9" 13' 2" 13' 2"9 STUD S STANDARD STA D RD SpF, 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- #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 o STANDARD 4' 0" 5' 8" 5' 8" 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" HEN-FIR 1 & BrR s P #2 4' 5" 7' 1" 7' 8" 8' 5" 9' 1" 10' 1" 10' 10" 13' 3" 14' 0" 14' 0" 14' 0" 1 w C� #3 4' 3" 6' 9" 6' 9" 8' 5" 8' 11" 10' 1" 10' 7" 13' 3" 13' 11" 14' 0" 14' 0" c 1 DFL STUD 4' 3" 6' 9" 6' 9" 8' 5" 1 8' 10" 10' 1" 10 7" 13' 3" 13' 9" 1-4 0" 14' 0" SOUTHERN PINE DOUGLAS FIR-LARCH STANDARD 4' 1" 5' 10" 5' 10" 7' 8" 1 7' 8" 10' 1" 10' 3" 11' 11" 11' 11" 140" 14' 0" LL� 1 2 4' 7" 7' 10" 8' 1" 9' 3" 9' 6" ]1' 1" 11' 5" 14' 0" 14' 0" 14' 0" 14' 0" 2 z SPF W3 4' 5" 7' 8" 7' 8" 9' 3" 9' 3" 11' 1" 11' 1" 14' 0" 14' 0" 14' 0" 14' 0" �•J H F STUD 4' 5" 7' 7" 7' 7" 9' 3" 9' 3" 11' 1" 11' 1" 14' 0" 14' 0" 14' 0" 14' 0" ® STANDARD 4' 5" 6' 7" 6' 7" 8' B" 8' B" 11' 1" 11' 1" 13' 5" 13' 5" 14' 0" 14' 0" x1 5' 0" 7' 10" 8' 5" 9' 3" 10' 0" 11' l" 11' 11" 14' 0" 14' 0" 14' O" 14' 0" GABLE TRUSS DETAIL NOTES: Q s #2 4' 10" 7' 10" 8' 5" 9' 3" 10' 0" it' 1" it' it" 14' 0" 14' 0" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA Is L/240, #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 r 1 DFL STUD 4' 8" 7' 9" 7' 9" 9' 3" 9' 9" 11' 1" 11' 1 14' 0" 14' 0" 14' 0" 14' 0" CONTINUOUS BEARING (5 PSF TC DEAD LOAD). STANDARD 4' 7" 6' 8" 6' 8" 8' 10" 8' 10" 11 1" 11 5" 13' 9" 13' 9" 14' 0" 14' 0" GABLE END SUPPORTS LOAD FROM 4' 0" SYMU OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" ABOPLYWOOD OVERHANG. + ATTACH EACH 'L" BRACE WITH 10d NAILS. GABLE TRUSS 2X4 #2N OR BETTER * FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C. T_ T + IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. DIAGONAL BRACE OPTION: DIAGONAL LENGTH MAY BE 18" * **FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C. VERTICDOUBLED WHEN DIAGONAL + IN 18" END ZONES AND 6" 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'. 2X4 SP OR DF-L STUD GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE OR #3, SPF #1/#2, N-F 42 18" * LESS THAN 4' 0" 1X4 OR 2X3 VERTICAL LENGTH SHOWN OR BETTER DIAGONAL + + + GREATER THAN 4' 0", BUT 2X4 IN TABLE ABOVE. BRACE; SINGLE ORA Fl LESS THAN 11' 6" DOUBLE CUT (AS SHOWN) GREATER THAN 11' 6" 2.5X4 AT UPPER END. CONTINUOUS BEARIN 'I + REFER TO COMMON TRUSS DESIGN FOR S II{lull` 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, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHEDi�i111111111".6. REF ASCE7-98-GAB1201 BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRID DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE (UNCTIONS. UNLESS OTHERWISE INDICATED, ,�� ' �;•, ODATE 09/10/01 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL `� '�•• �� HAVE A PROPERLY ATTACHED RIGID CEILING. DRWG A12015EC0901 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE , F, ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 7ALPINE N n 3 -ENG DESIGANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP]; FABRICATING, O.22539 , HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE STATE OF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA " TOT. LD. 60 PSF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF ALPINE ENGINEEREDPRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 'i��F(ij�'�i,�';COR�O?'•� ,� POMPANO BEACH,FLORIDA DRAWINGS OA-Z. THF SEAL ON SDRAWING INDICATES ACCEPTANCE D NAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT DESIGNSHOWN. ��/C• REDENr'� �� SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THEApr 29 '0�211N/HliliiMAX. SPACING 24.0 RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 2X6 "T" GABLE DE2X4 �I" TAIL GABLE VERTICAL PLATE SIZES RMEMBERING ABOUT + FOR LET-IN VERTICALS VERTICAL LENGTH PLATE IF PLATES REINFORCING i 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 11' 6" 2.5X4 2.5X8 +Q 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: 2X4 2X4 "L" BRACE, GROUP A, OBTAINED FROM THE GABLE VERTICAL + 2X44 2X8 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 % + 15 FT 2x6 40 7 50 % 110 MPH 2x4 10 % 10 7 30 FT 2x6 50 % 50 % IBI IBI 100 MPH 2x4 10 % 10 7 15 FT 2x6 30 % 50 7. Rq 100 MPH 2x4 10 7 10 7 rl 30 FT 2x6 40 % 40 % + + PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. 90 MPH 2x4 20 % 10 715 FT 2x6 20 % 40 7 RIGID SHEATHING ATTACH EACH "T" REINFORCING MEMBER WITH 90 MPH 2x4 10 % 10 7 HAND DRIVEN NAILS: 30 FT 2x6 30 % 50 7 4 TOE NAILS 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP 80 MPH 2x4 10 % 20 % AND BOTTOM CHORD. 15 FT 2x6 10 % 30 % T• GUN DRIVEN NAILS - 0.131" X 3": 80 MPH 2x4 20 7 10 % REINFORCING TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. 30 FT 2x6 20 % 40 7 MEMBER THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE 70 MPH 2x4 0 % 20 % OR SBCCI WIND LOAD. 15 FT 2x6 0 7 20 % GABLE TOENAILS ASCE 7-93 GABLE DETAIL DRAWINGS 70 MPH 2x4 10 7 20 % TRUSS SPACED AT Al1015EN0699, A10015EN0699, A09015EN0699, A08015EN0699, A07015EN0699 30 FT 2x6 10 7. 30 7. 4" O.C. A11030EN0699, A10030EN0699, A0903OENO699, A08030EN0699, A07030EN0699 EXAMPLE: ASCE 7-98 GABLE DETAIL DRAWINGS ASCE WIND SPEED = 100 MPH A13015ECO901, A12015ECO901, A11015ECO901, A10015ECO901, A08515ECO901 MEAN ROOF HEIGHT = 30 FT A1303OECO901, A12030ECO901, A11030ECO901, A10030ECO901, A08530ECO901 GABLE VERTICAL = 24" O.C. SP #3 SBCCI GABLE DETAIL DRAWINGS "T" REINFORCING MEMBER SIZE = 2X4 511015EN0699, S10015ENO699, S09015EN0699, S08015EN0699, 507015EN0699 '"T" BRACE INCREASE (FROM ABOVE) = 10% = 1.10 S11030EN0699, S10030ENO699, S09030EN0699, S0803OEN0699, S07030EN0699 (1) 2X4 "L" BRACE LENGTH = 6' 7" 4 TOE iAILS MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI 1.10 x 6' 7" = 7' 3" CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. 'PHIS DRAWING REPLACES DRAWINGS GAB98117 876,719 & HC26294035 ■.WARNINGw- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, �1111i1 1111 INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED ,%%% p 1/I REF LET—IN VERT BY TPI (TRUSS PLATE INSTITUTE, 583 TONOFRIO DR, SUITE FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. 2 00UNLESSI SONOTHERWISE INDICATED, Q • • / �.�. 1�.,/j. DATE 10/24/01 TDP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRWG GBLLETIN1001 .-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 TPI; OR FABRICATING, 2839 —ENG DLJ/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH STATE OF 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 EACH FACE OF ��.A'� P.. �X TOT. LD. 60 PSF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �i�Cj••.OR%q•• POMPANO BEACH,FLORIDA DRAWINGS ENGINEERING ORESPONSIBILITY SEAL SOLELY THIS FORDRAWING TRUSSCATES COMPONENTACCEPTANCE DESIGN SHOWN. THE ��/'s//-R?Ep '11UR. FAC. ANY RESPONISIBILIT YDOFSTHEOFBU[L DINGDMDO IGNER,OPER ANY ANSI T ANSI/TPI 11f-A1995 USECTIONI 2 THE APr °y 01111111111` MAX SPACING 24.0" 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. T—BRACT APPLY TO EITHER SIDE OF' WEB OR NARROW FACE L—BRACE ATTACH WITH 16d NAILS AT 6" O.C. 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. zz THIS DRAWING REPLACES DRAWING 579,640 ■•WARNING-x TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL PSF REF CLB SUBST. INSTALLING AND BRACING. REFER T❑ HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED \\�f,f,11]�� BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR \\ 41 SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, ��\\\ P F � DL PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL \ P\'• i ;• �� j HAVE A PROPERLY ATTACHED RIGID CEILING. ��• �•9 DL PSF DRWG BRCLBSUB0699 ■*IMPORTANT-x 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 TPI; DR FABRICATING, .2839 C 9,L PSF —ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH .7 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE STATE SOT' LD. PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA OF ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF 'v ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER � '• .c p„ POMPANO BEACH,FLORIDA DRAWINGS I60 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ��►�••��R�� FAC. ENGINEERING RET ONSI ILITY ❑OSTHO BUILDIOG COMPONENT ,OR RNY PARTICULAR BUILDING IS SHOWN..THE THE 11>lll`�REDEN6� �pACING 1 . DO NOT CUT OR ALTER TRUSSES, UNLESS APPROVED BY TRUSS OFFICE j ---_+ 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER { 4. APPROVED BY : APPROVAL DATE: 7' DEL. DATE 7/12 PITCH 18 " OH SO/CUT JOB : BO370 CUSTOMER : BESTCON INC . LOC : LOT E -227 ATLANTIC BCH . DES I-GNER : KEN .. PARKER.. 3' N 33'8"B 23'3"B F----18'2"E 7' Ch N ❑ ❑ O p ❑ HC LL LL LL LL LL LL L 7' e (D N ♦ i — --- ` I B - -- -- I I ♦ B2 ♦ B1 9 R2 R1 m f---16'4" 5'8 +---12'3"8 0 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 i Application Number . . . . . 03-00026982 Date 9 -63 Property Address . . . . . . 1237 MAIN ST Application description . . . TREE PERMIT Property Zoning . . . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 0 Owner Contractor ------- ----- ---- ------- - ----------- - ------------ BESTCON, INC. 1484 LAUREL WAY ATLANTIC BEACH FL 32233 (9 04) 246-3747 - ----------- - ------- ------- ------- --- ------ --- ---- ---- ---------------------- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 9/26/03 Valuation . . . . 0 7------------- --------------- - ----------------- -------------------------- Special Notes and Comments REMOVE 49" OF OAK, 45" OF PINE AND 22 " OF HARDWOOD TO BE MITIGATED WITH 22" OF OAK ON SITE, 3 " OF OAK TO BE PLANTED, 21" OF HARDWOOD ON SITE, AND 13" OF PINE TO BE PLANTED. Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL MINUTES OF TREE CONSERVATION BOARD May 22,2002 A regular meeting of the Tree Conservation Board was held Wednesday,May 22,2002,in the City Hall Conference Room. Present were Joan McCloud,Barbara Mears,William Permenter,Maureen Shaughnessy, Building Official Don Ford and Susan Dunham. 1. Call to Order The meeting was called to order at 7:07 p.m. 2. Recoenition of Visitors None. 3. Approval of Minutes of Meeting of April 24,2002 A motion was made by Board Member Shaughnessy,seconded by Board Member Permenter and unanimously carried to approve the Minutes of the Tree Conservation Board meeting of April 24, 2002. 4. Old Business None. 5. New Business A. Tree Removal Applications: 1) Lot 3,Block 227, Section H: Mr. Paul Nichols of Bestcon,Inc.,introduced himself. He advised the Board that he would like to remove the trees in the driveway,which he failed to indicate on the survey. Mr.Nichols outlined the trees he would like to use for mitigation and requested that he be allowed to make up the deficiency by either planting trees or paying into the Tree Fund. A motion was made by Board Member Shaughnessy,seconded by Board Member Permenter and unanimously carried to approve the application and to direct the Building Official to issue a permit for the removal of 39" of oak and 10" of pine to be mitigated either on site or by payment into the Tree Fund. , 2) Lot 5, Block 227, Section H: Mr. Paul Nichols advised the Board of corrections to the survey. A motion was made by Board Member Shaughnessy,seconded by Board Member Permenter and unanimously carried to approve the application and to direct the Building Official to issue a permit for the removal of 22" of magnolia and 34" of oak,to be mitigated on site with 11" of hardwood and 17" of oak. )+Ir.Nichols advised the Board of the trees he would like to use for mitigation and requested that he be allowed to plant additional trees to meet the mitigation requirements. A motion was made by Board Member Permenter,seconded by Board Member Shaughnessy and unanimously carried to approve the application and to direct the Building Official to issue a permit for the removal of 49" of oak,45" of pine and 22" of hardwood to be mitigated with 22" of oak on site,3" of oak to be planted,21"of hardwood on site,and 13" of pine to be planted. m CITY OF ATLANTIC BEACH RE I F`RE'E REMOVE APPLICATION , ` All applications must be submitted with seven J71copies and received by 5 PM oil'the)f�xi�J�: ;a j i U 1 ciays 'or to the scheduled meeting in order to be placed on the agenda. - � - i INCOMPLETE APPLICATIONS OR ACK:,URATELY D SITES WILL NOT BE PROCESSED. 1 fAPPLICANT NA ADDRESS TELEPHONE 2. ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL-SITE 3. REASON FOR PROPOSED TREE REMOYAL: f - 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? ❑ YES Cl NO ❑ NOT SURF 5. PROPERTY ZONING: �`R.ESIl)ENTLAL ❑ COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: SPECIES DIAMETER DIAMETER MITIGATION NTERI EXTERIOR zlv- a" Vrr - Zj a . � q * Diameter at Breast Height(D.B.H.) is measured at 4.5 feet above grave. To accurately determine diameter,measure the trunk circumference and dMde by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as mewured immediately above the forks. I j y � Y OF ATLANTIC BEACH TRJEE REMOVAL APPLICATION All applications must be submitted with seyen 7 copies and r ceived by 5 PM on the Friday to 1 11 U) ciays prior to the scheduled meetingin order to be placed on the agenda. *INCOMPLETE APPLICATIONS OR TNAccURATELX LARKED SI'Z'ES WML NOT BE PROCESSED. IAPPLICANT NAME ADDRESS TELEPHONE 2. .ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: 4. HAS--THIS SITE BEEN TO THE TREE BOARD BEFORE? ❑,YES ❑ NOT SURE 5.PROPERTY ZONING: I]-ZESIDENTLA L 13 COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: SPECIES DUMETER DIAMETER LIGATION INURIOR EXTERIOR dr��t r ✓� ,fir,4 3 * Diameter at Breast Height(D.R.R.)is measured at 4.5 feet above grade. To accurate_ -3etermiae { diameter, measure the trunk circumference and di-sdde by 3.14. Diameter of m iti ed trees is determined by adding together the diameter of each trunk as measured immediately above the forks. x See a-aached diagram for determination of interior and exterior zones, 7. SITE PLAN/TREE SURYEY 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 or more. d) Tree species and sizes. e) Trees to be removed should be clearly marked with an")C". f) Trees to be preserved on-site for mitigation must be marked with brackets g) Location,size and species of any proposed new replacement trees marked with a circle "O" h) Location of utilities and easements as applicable. I) Location of trees to be preserved on-site with barricading noted. 8. ON-SITE REQUIREMENTS: a) All trees identified for removal NNFUS I'be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with�� flagging, paint or tape. c) The front property comers must be marked by stakes or paint indicating the Lot 9. INCOMPLETE APPLICATIONS Off; NACCURATELY MARKED SITES NVILL NOT BE-PROCESSED. I HEREBY AGREE TO COYTLY 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. Ayplicant's Signature Date Owner's Signature Date CITY USE ONLY- /&A Tree Conservation Board Chairperson Date FROM :CLARSON & ASSOCIATES FAX NO. :904 396 2633 May. 10 2002 09:04AM P2 s MAP SHOWING PLOT PLAN OF LOT 6, BLOCK 227, AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECOM03 OF OUVAL nOuNTY. FLORIDA. FOR: BESTCON. INC, BEARING REFLKtnsoE: 1,401"22'00"w FOR THE EASTERLY R/W LINE FOR MAIN STRF-ET. Tree Removal Approved as Noted gY ° _ pate. 022' D�. S L o C K 2 2 8 BLOCK 198 L O T 5 ( L O T 6 L O T 1 TREETS m S01 "22'00"'E 1 TRUNK SIZE SHOWN 1I THUS: (18"J 0.8 50.00' ' Q 4 OAK (Le e'n4. --X—�C'r rs (LB 4438) SWEET GUM TW�lN(,1$") MAGNOLIA a T�(e,--26 ' titittsr .s r BAY B L O C'. K .. zo sA�.. .-WATIR . 22 -- 0 •r- � -�ML) OLIVE O O 0 7-1 • �y�� '• 2 PERSIMMON 0 OL '0 0 w PINE a C2-.3".a"a- (� ^3.5'OCTUPLE(48"JO ('_J' A 7.5' 3.8' 3:1 � Qo 4 J LLJ ® -) Z.V a U to �28 ) _ ..� 00 tj C9 19 n' o C0 co Y- �..2 _ 1 p 7. 00 �f^ zVJ V) (6"} 14 Li ^ (lb � 6") 270-00' N01 "22'00:"W OH ��j OH p}!— 1-UTILITY ^ rota MAIN STREET (50' RIGHT OF WA-T) NDIEi THE LOT SVRVE)ED HEREON APPCARS TO u[ Nmm FLOOD -- IQNV. "X" AS SCALFO FROIA THE FLOOD INSURANCE RATE MAPS- COMMUNITY PANEL NO 12Qp95 - OMD DATED 4-17-89. 1 .� DATE MAY 9 . 2Opa, *�.-;�'IPREPAREO BY-SCALE:_ir = 20' GS . FIELD ROOK �24 FACES Ei4- r,8 %90qFES1r0P,4AL LAND SURVEYORS A 10.21 _TPSE3 NALGO AVENUr, Received Time-may 10 ..10 2 0 A M JACKSONVILLE, FL., 32207