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614 Paradise Ln (vault) A JOB ADDRESS (0 I LA MrCLC'L� C1t TYPE WORKI VL� O� M PROPERTY OWNER BCS-tCOrl , �✓��- ZME MOVE i2� �v�30(4'� coNTRAcroR r3c5 -�o 1 =f - rmEmom 3a PERMIT NUAR" 2'� DATE INSPECTIONS• FOOTING v' SLAB r' TIE BEAM LIlVTEL NAn.,INNG/S��BAT871VG FRAAdMV covER UP '7 LvsUmmm 5 0 FJN4L BUILDLVG - ao- )�- CERTIFICATE OF ocCUPA1VCY g- ate- �-~ ELECIVC4L PERMIT# o ��oq ' MSPEMOM ROUGE FINAL �r e ► � ZZ� 4- 2-t� U MECHAMCAL PERMIT# INSPECTIONS ROUGE 07! FINAL PLUABUNG PERMM a g'o g'-[ INSPECTIONS ROUGS/l7NDER S'ZAB TOPOVT r7 civ WAT f---1 0 NOM.- BUILDING, PLA NNINGAND ZONING INSPECTION DEPAR TMENT CITY OFATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: -62 Building Contractor Building Permit Number: Address : / Ck_ / J Lecal Description: - Al 4Cr Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Lowest Floor Elevation : recruired as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire /V Public Works a�`� g ` �; ? � ." --p -L Planning Building r� - `-1 - 1-- _Tr - e s/--� CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: i I I I. Address: 6 14 PARADiSE COURT Owner: BESCN !NC . ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY !� �PermitN i�auiYiuer: �..::✓v;ir Date: 9/23/2002 i ON Poat in a eonepic-txous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCi!lPANrY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: r 14—1 .AF-, Or-- US.DOIU RT `'^� rg t^. t! l a �. caner: BESTC � v €N C. i' ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: � Date: 9/23/2002 i DON C. FORD, C.B.O. Pc)st iii a conspicuous space Harris, Patricia From: Kosoy, Robert Sent: Tuesday, October 08, 2002 12:00 PM To: Harris, Patricia Cc: Showman, Lisa; Nodine, Phil; Schlueter, Jennifer; Ford, Don Subject: 614 Paradise Ct. Follow Up Flag: Follow up Due By: Tuesday, November 12, 2002 5:00 PM Flag Status: Flagged Pat, C.O. for 614 Paradise Ct. may be issued now that our concerns have been addressed in a letter dated 10/2/02 from Paul Nichols, stating that all of our requirements will be complied with within 30-45 days. Bob 1 FLOODPLAIN DEVELOPMENT INFORMATION r Location:: f ! a ^ Type of Development: Flood Zone: v � Required Lowest Floor Elevation: D If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Date Applicant's Signature Department Use: Required Lowest Floor Elevation 5 As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Representative Sep-18, 2002 3:50PM BESTCON, Inc. No-7816 P. 3 ROM :CLARSON & RSSOCIATES FAX NO. :904 396 2633 Sep. 18 2002 10:26W P1 MAP SHOWING BOUNDARY SURVEY OF LOT 16 AS SHOWN ON MAP OF PARADISE COVE AS RECORDED IN PLAT BOOK 53, PAGES 82 THROUGH 02A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: >3 STCON TXrd- BEARII/O REFERENCE BEA(WIG SHOWN ON RMT—OF—WAY UNE H ON IS THE SAME AS SHOWN 0 THE A80VE MENTIDNFD PLAT. NOTE ELEVAIVN6 ARE SHOWN 114U6r 12.9A AND REFER TO N>Y"AL OEODETIC VERTICAL DATI (o/qpAlAlj, a �$� •35.39P•E SCH�Q9.37"� 'a� � � ''' —�_A_�EASEMlIT 4. R-317,00,DSLTqt 8J i 1-',_ t 1 s t: 4 111 - - TWj LL &SIDEti1VAW VINOSCgpE yyNN :�t,-.. ^ Y M60DEN IENfAI LK �..TC. 3,7r EASEMENT 3FENCE~ CK4:5 0 _ rA •Y x E H R H H � F� c6 7.4' 1 4 •, N w .+a Pin .r ' N N ova°z a (t! 0 1 STORY \ANYL s be 0 SIDING DWELLING 1 0 W m�fr w is 0 CJ kd G4 0 0 O 04EJ FL EL.03-12) N O • ❑ N J 0 Fa • 00 J `,,PptCN rw' 2D.1' W ,�dWiaRcrc ;`1 . alrvc 11�f t S89-36'14••W 50.00' KESTNER ROAD (50' RIGHT OF WAY) FINAL SURVEY: 6-17-2002 NOTE: FOUND ALL IRONS. 1 HEREBY CERVY THAT THIS SURVEY.PERFORMED UNDER MY RESPONSIBLE MRECYION MEETS THE LGEC MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE MATH CHAPTER 61G17-6, FLORIDA o SET in'RON DR 1704 ADNINISTRA-TIVF CCMF(PURSUANT Tp SFC.TION 472.0YJ7. FLORIDA STATUTES)_ AND FURTHER CERTIFY THAT : FOUND 1 2 '!HERE ARF NO M98LE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN, FOUNDp N nCEN'IRAL A�IOLE blQjE THE LOT SURVEYED HEREON AWCARS TO us,MTNIN FLOOD CLARMIN ANO AS.WATE% INC. L LENOTi M"IM FROM 1HE A.000 INSURANCL MTC 1544 NALUU AVL.,JAONSDNUu�Ft--D2207 01 b/ NVAIUK CU MAP$COMMUNITY PANEL.IFR 72�iH- DDO1D _DATED 4-17-M. FPTT POINT W PINT(PONTW OF FF WARMTAK*DJC CURW Fcc FOMNT OF COMPOUND CURVE WRW_'(Ml •f R�• ROW-of-WAT LXN7Vkm SCALE _, If m 20' DIM OFRC,AL FMEcOROS PLUME RE i VEYOR NO.2361.FLORIDA Caro CLAY(aYNTrTUm FIELD BOOK 524 PAGE 62� SE A. HILL =0 aI T UUW"elctnc c e i v e d T 11 a ,S e P.18.—11 4 -I—NOT v-D vay"OUT EAeossr-D SURVEYOR'S SEAL -x-x-FIDICE TN TNs TD ooRaW nm Harris, Patricia From: Deming, James Sent: Tuesday, September 24, 2002 9:13 AM To: Harris, Patricia Subject: 614 paradise court pat, this address is on hold per bob kosoy, until all drainage issues have been addressed. Id 1 (( 79-3 f > f CITY OF 1 it ti # U4^40 /3 P�C.K-�/fi'f/ift�(i *s Office of Building Official EQUEST FOR INSPECTION Permit No. cccivev ress a0c y Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday b~I QAM Inspection Made P.M. Inspector F 101 Certificate of Occ r P ( �L� Date b "� 7 � �-� � � �� 371VI CITY OF �, a -�t� � � 53 Office of Building Officla SEP i QUEST FOR INSPE O My 33 Date Permit No, Time A.M. Recei P.M. Jo Address Locality Owner's i` _ Name ��--Co-nt-ra ILDIN ' CONCRETE �ELELTRiC _ �—�61ECRQ1d�CAL ra mg ❑ Footing ❑ Rough Wiring 0 Rough ❑ it ond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Inspection Made r PM, Inspector Final Inspectio C ate of Occup Date — MWAVOPOWAN CITY OF 4&4.V& 13P.4CK-0;&UJ4 Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Received PM c _—,Lob Address Locality . Owner' Contractee r Name BUILDIN CONCRETE ELECTRICAL BING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewers -.Fire Place ❑ Pre Fab READY FOR INSPECTIO �C-1�— A.M. Mon. Tues. Wed. Thur.. Friday P.M. Inspection Made P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date ��l)��,� //CITY OF Yq&4^4'c !3wcA-Official Office of Building /� REQUEST FOR INSPECTION Date d 4 2- Permit No. Time M. Received Job Addressocality Owner's � jj � Name t:��rJ"7-) Contractor BUILDING ONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Foo rn ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Rooting ❑ Slab , Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab REA INSPECTION Mon. Tues. Friday P. r �h4 Inspection Made t/JY P.M. 7 Inspector _� Final Inspection ❑ ✓`d] Certificate of Occupancy ❑ Date //CITY OF CN /SP.GbCA-074w* Office of Building Official REQUEST FOR INSPECT Date � � "'� Permit No. Time A.M. Received P.M. l = .� .+ Job Address Locality Owner's �f + Name Jam- Contractor �� ` -Iey� BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION :AM. Mon. lues. Thurs.Wed. Friday Inspection Made 6 k 0-1, PM. Inspector _ Final Inspection ❑ Certificate of Occupancy❑ Date 1't CZL�S1 VA-ZX9s-4_ CITY OF 4&4M& Be ,01%-491OU44 Office of Building Official REQUEST FOR INSPECTION Gf c- Date fF �( �/� °� Permit No. ` `� e Time A.M. Received P.M. Job Add*s Locality Owner's Name Contractor - 1 Q' BUILDING CONCRETE ELE ^��-pp �� PLUM ING MECHANICAL Framing ❑ Footing C(1 �rin�____O'� Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole O Top Out ❑ Heating Insulation ❑ Lintel ❑ Fina1 ❑ Sewer ❑ Fire Place ❑ L / f'r-V Pre Fab READY FOR INSP 10 A.M. Mon. Tues. Wed. Thurs.�~ Friday P.M. Inspection Made -P.M, Inspector it Final Inspection ❑ Certificate of Occupancy ❑ Date /11 " /��/`� ��,�� /CITY OF ? '2- 4&444-0 fY+Lt444.0 13 Vfticial Office of Buildi REQUEST FOR INSPECTION Date Permit No. Time A.M. Received P.M. Y-&-CU 15 - C Job Address Locality Owner'sC �'.�✓! ) ( c Name —S-+( 1 Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Rough Wiring ❑ Rough Air Cond. & ❑ Re Roofi Sla 11 Temp Pole 11Top Out El Heating Insulatio P ALinI D ❑ Final C]11 11 Fire Place ❑ READY FOR INSPECTION Mon. MAY 210-M � We Inspectio Macnj V PM. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date NOTICE TO: Water Department FROM: Building Department DATE: 10 --I- oz __--_----- 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 A dress ERU Number q - --- � -- -------------------- ------------- --------------------------- -------------------- ------------- --------------------------- -------------------- ------------- --------------------------- ------------------- ------------- --------------------------- -------------------- Sincerely, Pat Harris Building Department WATER IMPACT FEE WORKSHEET ADDRESS: �o ( t� p�q vZ dt V Ls E. DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 Bathroom group consisting.of water closet, lavatory, 6 L bidet, and bathtub or shower Bathtub (With or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 Drinking fountain I cg: N A.c F_2 1/2 Floor drains 2 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or t dishwasher 2 Laundry tray (1 or 2 compartments) 2 Lavatory 1 Shower compartment, domestic 2 Z— Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink(circular or multiple) each set of faucets 2 Water closet, flushometer tank, public or private 4 Water closet, private installation 4 Water closet,public installation 6 TOTAL NUMBER OF UNITS = 93 - MULTIPLIED 3 -MULTIPLIED x 20 TOTAL$ 7 0 @,Y .30 City of Atlantic Beach• 800 Seminole Road• Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 FAX (904)247-5805 http://www/ei.atlantic-beach.fl.us PERMIT APPLICATION FOR REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION OF SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION DATE APPLICANT ADDRESS c2' O Sou-TH BF9 CH 10A-�A'I`;' �A"X . HONE: �'�4 -2ii�. 3 N 7 ADDRESS WHERE WORK IS TO BE PERFORMED I PROPERTY APPRAISER'S REAL ESTATE NUMBER ZONING DISTRICT CONTRACTOR ! 1641OLSf�L-�S/��1�� STATE LICENSE NUMBER �X- 223(b ADDRESS ,�,,a2y#0 ,56u7,/ &-ACH AtaJ� -;1OX U�fiC1{ PHONE CITY .1C,[t_kon r/. &&3Q STATE FL ZIP FAX / 7 o2Y . -71�2 DESCRIBE PROPOSED USE AND WORK TO BE DONE PRESENT USE OF LAND OR BUILDING(S) A VALUATION OF PROPOSED CONSTRUCTIO ST Is this an addition? Ak If yes,what are the dimensions of the added space: feet�by A11A feet Will the added area be heated and cooled? Y S New electrical or increase in service? TG s New plumbing fixtures? \1L5_R,� New fireplace? (J New heating/air conditioning? Is approval or Homeowner's Association or other private entity required? 0 es- If yes,please submit with this application. PROCEDURE: (In order to expedite issuance of permits,please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone: (904)247-5834 STEP 3. Please submit Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone: (904)247-5826 01/02/02 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address e�' /' y al l-e'f olsx- C 'T-� S E (-t Date G/_Z `�� _ O 2-- Heated Square Footage / �Z3 _@ $ per sq ft = $ 5 ag, /Shed 3 �@ $ per sq ft = $ 0 ip Carport/Porch � per sq ft = $ L DeckA OP' per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ 3 y °S q6 o $ yea Total Valuation 1st $ 16' 000b0 3c5-3 Iff t0S $ f �1' Remainin4 Value $-� per thousand or portion thereof TOTAL BUILDING FEE $ 5 S _ + 1/2 Filing Fee $ ( 1 ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE WATER IMPACT FEE SEWER IMPACT FEE $ 7 WATER METER/TAP $ CAPITAL IMPROVEMENT $ 3 2_gf SEWER TAP $ (f, � RADON (HRS) .0050 $ ?7_ 2V , 3X SECTION H PAVING ( ) $ C2'.r HYDRAULIC SHARES $ 6 CROSS CONNECTION $ 470-) SURCHARGE .0050 $ OTHER $ o GRAND TOTAL DUE $ 3 Y J tf ADDITIONAL PERMITS OR FEES: Mechanical ,; Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247.5877 "ERiIIT" 1FOI �►' Address: 614 PARADISE C4 RT Permit Number: 24650 ATLANTIC BEACH, FL 32233 Permit Type: IRRIGATIONISPRINKLER Township: Range: Book: 53 Class of Work: NEW (S),`16 Block: Section: Proposed Use: SINGLE FAMILY Subdivision: PARADISE COVE Square feet: Parcel Number: Est.Value: Improv. Cost: Name: BESTCON INC. Date Issued: 8/15/2002 2440 SOUTH BEACH PARKWAY Total Fees: 25.00 KSONVILLE BEACH, FL 32250 Amount Paid: 25.00 `f 3747 Date Paid: 8/15/2002 -. Work Desc: LAWN PRI t _. a . 25.00NEU � H2O MANAGEMENT, INC � . r a � ♦,'is NOTICE- SPECTiOt� T BE_REQUESTED AT LEAST 24 HOURS [OR TO IN EGTION BUILDING MATERIAL, BISH AND IS FROM THS CWONORK CTST N E PLACED 1 UBLIC SPACE,AND MUST BE CLEARED UP A ,HAULED EITHER �� N SULT IN THE "FAILURE TO COMPLY HE NS .8 I S94 PROPERTY OWNER PAYING ISSUED ACCORDING TO APPROVED PLANS WH THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. i Oper: CHERYLE Type: OC Drawer. 1 D1aate: P8/16/02 UILDIHG Receipt no: 81792 0 ATLANTIC BEACH BUILDING DEPT. 00 614 PARADISE 1568 $50,00 CK CHECKS llm d4tq-, 8/16/02 Time: 14:55:46 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION:— OWNER OF PROPERTY: TELEPHONE NO. PLUMBING CONTRACTOR CONTRACTOR' S ADDRESS: 7 I �- 2 v0� /!'7�d?p 'fS+��e�� 3 2-04Q, STATE LICENSE NUMBER: _, fS—? TELEPHONE: 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 TOTAL FIXTURES: x $3. 50 + $15. 00 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: -- ----------------------------------------- INSTALLATION ----- ----------------------------------INSTALLATION OF PLUMBING AND FIXTURES MUST BE ?TIE THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. t' � CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247 58 6"' " City of Atlantic Beach Building and Zoning Aug.20. 2002 11 :27AM BESTCON, Inc- No-6971 P 1/3 3167-2013.Or.J ®WIT D Jwc�.FL 6 August 20, 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 Cerbficate of Occupancy, and the approval and completion of the job. Y truly, y APPROVED Dynamic Electric, Inc. CITY. OF ATLANTIC BEACH BUILDING OFFICE Re: 16 Paradise Cove Bye �- Residence; Fobes Address: 614 paradise Court Permit #: 23958 CITY OFiNo '/l AS 01-1 �4&4ft -0 ate-!icial2q 09 Office of Building REQUEST FOR INSPDate . 3 Time A.M. Received P.M. 06(,16 j S-C cf Job Addre s Locality Owner's S�' Name ctor DING CONCRETE ECTR AL MBIN ICAL Framing 11 Footing 1:1iring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Tues. Wed. Thurs. Friday i-A-a A.M. Inspection Made PM. Inspector 4� Final Inspection ❑ / Certificate of Occupancy❑ ur Date _ a CITY OF ��urttc �eac� - ��uda 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE (904) 247-5800 FAX (904) 247-5805 SUNCOM 852-5800 DATE 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. ADR SS R Please call me at 904-247-5826 if you have any questions. Sincerely, (a, ATLANTIC/,446P BUILDING DEPARTMENT CITY OF JUN n Q yty Office of Building Official .�R QUEST FOR INSPECTION C - (�� We Permit No. ime leceived P.M. /171 '1 Job Address Lo < )wn ' lame Contractor WILDIN CONCRETE ELECTRICAL PLUMBING MECHANICAL '?aming,' ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ le Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating mulati n ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY INSPECTION on. Tue Thurs. Friday-4 kpm ispection Made � pM. ispector Final Inspection ❑ Certificate of Occupancy❑ Date f3CITY OF /t _ _ o ~�✓�� y`VK��//wdUc PacA--T Office of Building Official REQUEST FOR INSPECTION`S � Date Permit No. 2A k4 J1 `� Time A.M. Received P.M. Job Locality 1 � Owner'sD� Name ��-S�� Contractor f 7 IA BUILDING CONCRETE ELECTRICAL PLUMBING MECH Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating i Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place t� READY FOR INSPECTION Pre Fab Mon. Tues. t 07 Wed. Thurs. Friday ``�(} V A.M, Inspection Made !_ P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date ��l/ CITY OF ` ,.�/� 1Q+�14a4-c Beaa t-�&1�4 Office of Building Official ] REQUEST FOR INSPECTION c i 'r � Permit No. " A.M. eived 'Fl.M. (r)l , s07— Job Locality (� ie s e ' �` C Contractor 'LDING CONCRETE ELECTRICAL PLUMBING MECHANICAL ning ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Goofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating lation ' Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ �. Pre Fab READY FOR INSPECTION Tues. O Wed, Thurs, Friday P.M. A A.M. ection Made r� [, P.M. ector Final Inspection ❑ Certificate of Occupancy❑ Date CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 1I 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 __- LOCATION iNFpRMATiON-- ___.-- PERMIT t14F RMATlON_ _ __ - Address: 614 PARADISE.COURT Permit Number. 24409 j ATLANTIC BEACH, FL 32233 Permit Type: FIREPLACE I{{ Township: Range: Book: 53 Class of Work, NEW I Lot(s):1, Block: Section: I Proposed Use: SINGLE FAMILY i Subdivision: PARADISE COVE Square Feet: Parcel Number_ l Est. Value: _- OWN_ER INFORMAtlO1V _ Improv. Cost } - Name: BES7CON INC. Cate Issued: 7/09/2002 Address: 2440 SOUTH .BEACH PARKWAY I Total Fees: ' 35.00 jl JACKSONVILLE BEACH, >+L 32250 Amount Paid: 35.005-3747 246-3747 -- T(00 )-- T Date Paid — 7/09/2(302 Phone- . -- Work Desc:. INSTALL FIREPLACE .— ---- -�--- --- - - i _ _^��T _ -_APPLICATION.FEES F-- - - _ CONTRACTQR �) _— -'i.,., 35:00 FIRST CHOICE SUPPLY INC. Wk ." � ' �y. ;,Y ,1 �'"'�'" "� y °'�^.L °�t:.a...x�,�r.•:�-t+�d� N�`+�;'.� '� .��, h- sK' Jill 7 ��ry�i��s'is7b� ^§ y""^,. tom'- .,a- " t�• 1 � .. 'fir s 73' 4 Will 'L ._-- __ - - --- — _. _*�}'"��el.�.�M1 ° kK�S µ y,'"k'. -` ".�,,•c "�'3�-cy. "'�k `�_v'�+.' ��-1.5�, r"r� G '. B' L k `TM P tr a 4 x ti 755 1 f � ., D 4g �,? -. � i. c `"�&wr �"v� a"x,.-""' �fur Y S �"�qtr �'�+ �'4.k" "��.�� `s`�'� � f'`"�L;. .�. �r Y�y"'y'y'+� •��'° _S,r,••'�, _04A, �*`i�• r'S-�''*^�f �j s...�».•.•.«.*..' -' .5' r S,� sv `.. `t 7n �+" f 5 4-P '` v . - /,+Yga"v"", y&,' W" 'W ° .w.` 'ks..- :,,+ w •.. '.`.�^k� w„ x: .l...y-p ;•• 'xu.a — ..,- w N TEDT_�[ � I ' � -- N Sp W. C f AND BUILD'NG MATE IMS ` k f E MUST BE CLEARS, 4 -- ---- `r �� "FAILURE TO CC� E j PROPERTY OWNS ' --- i x TO J CT REVOCATION I ISSUED ACCORDING TOA E f FOR VIOLATION.OF APPL{CA II Y3 Z I Oper: .CHERYLIT Type: 0C Drawer' 1 ' Date: 7/10102 01. .Receipt no: 71829 �.- ur3 ! -- 14 PERMITS-NILDING- 1 535.:02 ATLANTIC BEACH BUILDING DEP 00100003221000 514.PARADISE.CT CK CHECKS 2354 535.00 - . is BUILDING AND ZONING INSPECTION DIVISION CIN OF ATLANTIC BEACH • A'tyANfle e�aCNe&wMee•asss APPLICATION FOR MECHANICAL PERMIT BALLdN Rumuft IMPORTANT--Applicant to complete oil Hams in SeC+ions I,N, Ili, and IV, IOCAdif�N Elnd AJdnur 1 L( �! OF I.Nnett 4 sh&thi E&t a �LFa,4JC V4�^ And '�' pi1 C f�Z• AUILDINtd s.edNdrr. r"vLo-0 ii-G' cQv e- "-r / 11. IDENTIFICATION—To be tomplefed by all eppliconis. in eentider&fiee&fNip Q�wn fe, d.fn[fNt eel rt delfrlb&d I.IN&&ben d&r&mfer-e Ne.eay tar&&It Nrfan $ d w Ii in&eeenitaee wIN,the tte.t4ol PMe&&.d 4N<[s.11en..hlth .n.Nn h....f tnd M.esvd&e<.rirh$Ne COY of J.slMmflln wifi"aw and agaderdr of•oad.peelke NN&d Ihrr&M. Nerr of'Ae.N.ekd 5 � C&ehttfat 666*.'.ifale►1 t I c` - S hlnfn MGMof w O.ntr SZLa.�/ M/errinnitet AE&M /✓ Arehtf..f w EnO1M&r W. WNRA61WORWAVON A. TTM of NeaNe,(eal. r[OTw[R G•NeT•Y(Tlaw tBNG 7�� Q, EIsah1& Trfr■/YILCtwfiM/!T[t 7C CI ties—Q. LF 0 Neront O Gm el Ufailr IF Tits,f:IVt wYM[rZ!1 Olq CT{OM o� G °p tqD POW? p OaNsr..specify iv.—WWNI MICAL E1pUIPWRO TO N INVAUAC NATUafr Op WCAK lro"We+ lid of aveo n wa ON 6A of this haw) Rasidenital tk R C•mrna OI&I C 111w O awe O Aft-ee d 0 G.MYI 0 Ikr *"Now WIding G Alr GeMNebr{t p Regie► O C 0wa O 'uu&uno bending p see! Ryelern: Mswk Th OW"s- O Rep+asement of OXMIRp system Metbrwro tepeebw e.f.nr, -/I New Intralla1Me INo syelem orwkusy Inelalledl ❑ Uanelen or•dd en to eRlellnp•ralem O other—Rp•atty Q Gefbq been Gprdh 1� q pre OdA11ent 14e06et at bee�lr_ �] deeelr q W all Q Eealtfer„ Ieealbr) nus WACA bo[OWM VN a+LY (�.flaeeYe�seflra. I&vmLe.l IReeew«+l D. T•�...—�,. Imrerhai . E.nr.rie p tldlrel Reaw+te rwr C Rslkre f&"r Appro.ed 1y ,,. O•l•. p Offs.—'fresh r&Wt JIM tAW ALL SWIP14 M ACEI CONDMOMO ANp RMPR'S =A'nC"E:Q$J&YXMa XtaeAarwlTs DaaaeAHaa srsa.l Xussw Har•tssuen (�eeajr = IWA7QSG•PMAW,190A S1,PE MACU Xtaeaf•r freta aaseeaeN++ Trw1 N4nMr fttru4epswtvr ' fie`r�`iv1� "�'�ir 17 N TANq Elver xWasd Dat SI App-,k& r.0=0 9 ""ad TAT:d OET2282b0618:01 Sb8S-�-b2 :WOZId 062:til; 3002-ZT-100 CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24332 Address: 614 PARADISE COURT Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 53 Proposed Use: SINGLE FAMILY Lot(s):16 Biock: Section: Square Feet: Subdivision: PARADISE COVE Est:Value: tuber: Improv. Cost: ER INFORMATION �� Date Issued: 6/24/200 ,` N INC. Total Fees: ; , � H BEACH PARKWAY Amount Paid: E BEACH, FL 32250 �... T .Y ,vA{, F x Date Paid: ti - Work Desc: 1N ~, - CONSES MCGOVVAN'S H fl Itik , n` 4„j,w >,rf 47.00 A `6' tel, !.y, Esa� 1 . ry t �`k "' ^NT `&^' •a'4”W>V',��rr zf'� 4 ,?a "r... ,.,�4 RROML. 7 , NOTICE- IN y,, # O INSPECTION , e. �. ;.£ •'q vT c ue.. r+ t.�., qtr ', a x�,n';.,. , BUILDING MATERIAL, RUBBI y. CEDAN PUBLIC SPACE, AND MUST BE CLEARED UP AND HA "FAILURE TO COMPLY WITH THE C WA�WCAN 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. 6 MM b Rio�t�pt so: �� 14 pow1g-1101LA3N6 1 SO." A TIC BEACH BUILDING DEPT.-- 634 M 24794 Tum 6**; 6rAM Tito: 16:19:26 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT—Applicant to complete all items i ections I II,III, and IV. I. Street Address: r LOCATION OF Intersecting St�ee�t�s:Be een And l.(_: BUILDING Sub-division I� mradka 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 h ein. Name of Mechanical V Contractors Contractor Print *AlbIke/ D Master Name OwnofProperty Pks Ottr IJ 1 ml�S 3 2 .j Signature of Owner �j Signature of Or Authorized Agent —10 ' ct or Engineer III. GENERAL INFORMATION A. T of heating fuel: B. Electric IS OTHER CONSTRUCTION BEING DONE ON THIS ❑ Gas: _LP Natural _Central Utility BUILDING OR SITE? ❑ Oil —T , ❑ Other—Specify IF YES,GIVE NUMBER OF CO STRUCTION PERMIT IV. MECHANICAL EQUIPMENT TO BE URE 01 WORK INSTALLED LY�ar residential or _ Commercial S New Building (Provide complete list of components of this form) ❑ Existing Building LIV Heat _Space _Recessed Centra Floor ❑ Replacement of existing system f�Air Conditioning: Room en New Installation(No system previously installed) Duct System: Material c s ❑ Extension or add-on to existing system Maximum capacity c ❑ Other- Specify C3 Refrigeration ❑ Cooling tower: Capacity gpm o ❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY ❑ Elevator: _ ManliB_Escalator (Number) ❑ Gasoline pumps (Number) (Received) ❑ Tanks (Number) Remarks Elntain LPG coers (Number) ❑ Unfired pressure vessel ❑ Boilers Permit Approved by Date ❑ Other—Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Num r Units ,��D^^escr1iP��tio� 1 Number anu ctur �'a ci rovm ff � C k MIC C j (Tons) Agency g l� 2• rJ HEATING—FURNACES,BOILERS,FIREPLACES - — + ,, Number Units n .� hDaescri tion °�I Number anu cturer Capacity Approviu kkJ l �, OjbT 1— BTU) A enc 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 —PERMIT it _Aermit Wu4j — LOCA _ _-INFORMATION Permit Type: BUILDING Address 6f4PARADISE COURT Class -- of Work: NEW ATLANTIC BEACH, FL 32233 'I Proposed Township:Use: SINGLE FAMILY Lot(s):16 Range: Book: 53 Square Feet: Block: Section: Est. Value: Subdivision: PARADISE COVE i Improv. Cost: 134,538.00 -Parcel Number: Date Issued: 4126/2002 OWNER_jNF6FtMAfION Total Fees: 3,04518I Name: BESTCON INC. Amount Paid: 3,045.18 Address: 2440 SOUTH BEACH PARKWAY Date Paid: 4/26/2002 JACKSONVILLE BEACH, FL 32250 Work --,-,,-,-Phone: (904)246-3747 ONSTRU_GT_NE�W_f407?AiP8 - RADON 1532 - SeHG1912 __ 0N T, RACTQ APPLICATION _FE E 863.00 1"Z: 470.00 r 1,250.00 Nb 85.00 ....... 7.24 0.38 325. 00 35.00 0 8.60 0.96 4-111 105 7-P A NOTICE Tt -Al-LE3,;-, Pki f -F-SA- - A, TION BUILDING MATERIX - MUST BE CLEARE SPACE, AND *0 .......... go-N "FAILURE TO COM N- SNS vff --LAW _FN PROPERTY OWNER C THE ISSUED ACCORDING TO APP FOR VIOLATION OF APPLICABL Ir SUBJECT TO REVOCATION CATION T 0 r: CIMIA ype: 0C Drww: I -Pe 54128 9jt,: 4/U/02 01 MWA no: A NTIC BEACH YUILD-I-N-G- 14 p W. In-IMILD116 1 $10.00 -CK CM 1674 WW data; 41SM Tim: 16:29:35 i o � r • .1 1 • loom1 • 1 . • •1 1 -� �`-C••�.-fit � •^m�F. .:�,.+ �_ "7'r�a."�":x .s.�-�.'r, .,,�,C.-,r '� oEv��r � �- _ :� �,» x�' _�,�° `.' s� �''y7�`� j�-.' �fi�3,� •fix' -' Not _�� tz..az�_ .-�._.�az-`t-.,c,.rF=_�a _.��-,-�'..��-r. �s'�:��.rt F.,..Fm. :.w;�•e..-L�r� _��k.'�, � � -�,- • '----- v..z --:,._--c...w.��.i�:s-t�sr.�e...�.:oi-�e..,�i[ti:-�• cr'.w-.�4 ; � :�" � • / • ^�� a � ��rz yam.: � r�fil�•,'�� • • • Mei?M L. CITY OF ATLANTIC BEACH PP ION FOR PLUMBING PXRMIT Bldg. Permit# , JOB LOCATION: OWNER OF PROPERTY: BUILDING CONTRACTOR: PLUMBING CONTRACTOR Don Harris Plumbing, Ca. 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 SXOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS 'URINALS DISPOSALS 2-) CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER / TOTAL FIXTURE COUNT: X $3.50 + $15.00 = $ �� 0 • ------------------------------------------------------ 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 PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: (p /°� /�9/sk L"'�` J 6� OWNER: 13f--J T c O [ 1. Determine Occupancy Classification of the structure. Select occupancy classification — 3 which most accurately fits the use of the Building. (Chapter 63) [✓f 2. Determine actual physical properties of building. a. Determine building area each floor. (Area definition Chapter 132) [✓jam b. Determine grade elevation for building. (Grade definition Chapter 132) C. Determine building height in feet above grade. (Height definition Chapter 132) ( d. Determine building height in stories. (Story definition Chapter 62) e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter 132) [� f. Determine percent of exterior openings per floor. [..]� 3. Determine minimum Type of Construction necessary to accommodate proposed structure. (Chapter 136) [ a. Determine maximum allowable heights and floor areas for Types of Construction [ and Occupancy classification. (Table B500) b. Check allowable height and area increases permitted. (Chapter 135) [ +� 4. Check detailed Occupancy requirements. (Chapter 64) [ 5. Check detailed Construction requirements [+� a. Fire Protection of Structural Members(Chapter B6 &Table 8600) (✓]� b. Fire Protection Requirements(Chapter B7 and Table 8700) [� C. Means of Egress Requirements(Chapter 610) [ ] d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) [- 6. Review design as related to standards. (Chapters B16-B26) 7. Check other requirements as necessary. [ ] a. Construction projecting into public property(chapter B32) [ ] b. Elevators and conveying systems(Chapter B30) [ ]� C. Sprinklers, standpipes and alarm systems(Chapter 139) �y1 d. Use of combustible materials on the interior(Chapter 138) e. Roofs and roof structures (Chapter B15) 1+1 f. Light,ventilation and sanitation (Chapter B12) ( l g. Other Z S d CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By_ < Don C. Ford, Buildin Official don/sb.1 Anr.25. 2002 1:58PM BESTCON, Inc, No.3693 P. 2 FROM :CLARSON & RSSOCIATES FRX NO. :904 396 2633 Apr. 25 2002 12:25PM P2 OF LOT 1 S AS MAP SHOWING MAP OF LOT PA ARISE COVE SHOWN ON AS RECORDED IN PLAT BOOK 83, PAVES 82 & 82A OF l"C dMENT PUBUC REWRUS Cr WIAL COUNTY, FI CRIDA. FOR! BE$TCON, INC. ON THE ABOW MEN 110N D"T. p CE: KARING SH ON RIONT-CP WAY UNE NtRICN IS THE SAME A PARADISE COURT {®O' RIGHT Op WAY JEA 7. Sal*3S.,39„E S83.01'37"E 3' �MENT.,, �7A Lf'1 MC 1 S.S5' 34.6$ R-317.00- 1-r18.$6' y� DELTAs,2"51.87' 1d' p PRIVATE un,OSCAAE�J1 �`��+�,_ C► .�.. &SIDEWALK"MENT w n w yEyy)END; 7.5' 15,0 Lo OAK TwN OAK PATIOCq MAONOUA N1Ril.[ 4w w MYRTLE M1 Iw. mwu wrR r 0 d N00 fM PEAR 0�� •+ L? N N o 4 $" N Pa+" -� Q a Q J 0 CAM~ Z 15.0 7.s� Q bN zAt is' I wn ad T.d . t6,. q � b 89'3 `14"W 50. O' KESTNER ROAD (50' RIGHT OF WAY) TYPE "6" DRAINAGE NOTE_ THE LOT SM"NEOWN APPIAR9 TO UE WITHIN FLOOD zom IC wL SCALED RM TE FLOM 1lf1IRANOE PAIR PREPARED BY. mAP-%COU14INTY PANEL NO, , Dori-00MV DA,ED 4-.17-59. CZ.&MOlf ANo A980MUTZ13, INC. PROFVESIONAL LAND SURVEYORS SURVEYED _ MARCH 6_ 2002. 1843 NALDO AVENUE, SCALE:,!" JACMEONVA.M FL, 31207 Received Time_Asr.25— 1.42P FKOM :CLARSON & ASSOCIATES FAX N0. :904 396 2633 Mar. 06 2002 03:25PM P2 I MAP SHOWING PICOT PLAN OF LOT 16 AS OWN ON MAP OF PARADISE CCPV AS RECORDED IN PLAT BOOK 53, PAGES 82 & 82A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, tLORIDR. FOR: SESTCON, INC. BEARING REFERENCE BEARING SHOWN UN i21GF1T—of—bvAY uN[ H6R60N IS VE RAME AS SHOW ON THE ABOVE MENTIONED PLAT, PARAD, iE (60" RiGNr OF W IIS r� 7.$' JRA EASEWNT� 77 03 "3 st e�•®� �3�'7" O s� 8c lo'Sp IVATE LANDSCAPE S EWAC.K EAgEMENT - 2U'$kl d 2f") 00 n' J ``fD Ee ® OAK (o7.8 18.0 C rMN OAK PATIO 7RIPLE OAK r 7.5' MAGNOLIA ®,0' N t�tSSnR 71� rt MYRTLE U' tmi,i uYRTLE U4 vi TVAN PEAR (D ® SWEE1 OUN ® t� Z in (3 a� p PINE ® ❑ l] 0 PALM fe CAMPHOR 0 iL 4 J 15.0' 7.5' LANAI o b N p � S8 �Depsrbmnt City Atia iach 189 p and Z ® %W69 compliance with applicable n utsd eian and ethar FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1623 Builder: SESTCON Address: Lot: Id,' Sub. PARAMSE, Plat- Permitting Office: City, State: Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New — 12. Cooling systems 2. Single family or multi-family Single family — a. Central Unit Cap:36.0 kBtu/hr 3. Number of units,if multi-family I — SEER. 10.00 4. Number of Bedrooms 3 b.N/A 5. Is this a worst case? Yes 6. Conditioned floor area(112) 1523 ft2 c. N/A 7. Glass area&type a. Clear-single pane 0.0 W — 13. Heating systems b. Clear-double pane 190.0 ft2 - a. Electric Heat Pump Cap:42.0 kBw/hr c. Tint/other SHGC-single pane 0.0 112 — HSPF:7.20 d. Tint/other SHGC-double pane 0.0 112 b. N/A 8. Floor types a. Slab-On-Grade Edge Insulation R=0.0,186.0(p)ft c. N/A b.N/A c. N/A i 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons a. Frame,Wood,Exterior R=11.0, 1052.0 ft2 EF:0.90 b.Frame,Wood,Adjacent R=11.0,246.0 t12 b.N/A c. N/A d. N/A c. Conservation credits e. N/A (BR-Heat recovery,Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0,1555.0 112 15, HVAC credits b.Under Attic R=19.0, 108.0 W (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, i 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc, AH:Garage Sup.R=6.0, 150.0 ft MZ-C-Multizone cooling, b.N/A MZ-H-Multizone heating) 'i Total as-built points: 23808 PASS Glass/Floor Area: 0.12 Total base points: 24072 i I hereby certify that the plans and specifications covered Review of the plans and by this calculation are in compliance with the FloridaS specifications covered by this 0 Energy Code. calculation indicates compliance ! i with the Florida Energy Code. PREPARED BY: 61LBERTMILLER— Before construction is completed DATE: this building will be inspected for I hereby certify that this building;as designed,is in compliance with Section 553.908 Florida Statutes. compliance'Wuh4u�.Flo�rid�,pE rgy-Code. OW NE ?" BUILDING OFFICIAL: DATE: DATE: EnergyGaugedD(Version: FLR3PB v3.11) FORM 60OA-' 001 SUMMERLL Residential Whole Building Performance Method A - Details ADDRESS: Lot: 10, Slab: PARADISE, Plat: , , , PERMIT#: GLASS TYPES BASE AS-BUILT .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF= Points 18 1523.0 20.24 5548.6 Double,Clear W 1.3 10.0 36.0 36.99 0.99 1314.9 Double,Clear W 10.0 7.0 6.0 36.99 0.46 101.4 Double,Clear W 1.3 6.0 36.0 36.99 0.93 1242.6 Double,Clear N 1.3 4.0 16.0 19.22 0.90 276.8 Double,Clear N 1.3 2.0 8.0 19.22 0.78 119.6. Double,Clear N 1.3 6.0 16.0 19.22 0.95 292.5 Double,Clear E 1.3 7.0 40.0 40.22 0.96 1537.2 Double,Clear S 1.3 6.0 24.0 34.50 0.89 733.6 Double,Clear S 1.3 3.0 8.0 34.50 0.69 191.1 As-Built Total: 190.0 5809.8 MALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 246.0 0.70 172.2 Frame,Wood,Exterior 11.0 1052.0 1.70 1788.4 Exterior 1052.0 1.70 1788.4 Frame,Wood,Adjacent 11.0 246.0 0.70 172.2 Base Total: 1298.0 1960.6 As-Built Total: 1298.0 1960.6 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 17.8 2.40 42.7 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Insulated 17.8 1.60 28.5 Base Total: 37.8 164.7 As-Built Total: 37.8 110.5 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM= Paints Under Attic 1523.0 1.73 2634.8 Under Attic 30.0 1555.0 1.73)(1.00 2690.2 Under Attic 19.0 108.0 2.34 X 1.00 252.7 Base Total: 1523.0 2634.8 As-Built Total: 1663.0 2942.9 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 186.0(p) -37.0 -6882.0 Slab-On-Grade Edge Insulation 0.0 186.0(p -41.20 -7663.2 Raised 0.0 0.00 0.0 r Base Total' -6882.0 As-Built Total: 186.0 -7663.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 1523.0 10.21 15549.8 1523.0 10.21 15549.8 EnergyGauge®DCA Form 600A-2001 EnergyGauge®/ResFREE'2001 FLR3PB v3.11 FORM 600A-2001 SUMMERCALCULATIONS Residential Whoie EuHding Performance Method A - Details ADDRESS: Last: 10, Sub: PARADISE, Plat: , , , PERMIT#: BASE AS-BUILT Summer Base Points: 16976.6 Summer As-Built Points: 18710.4 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 18710.4 1.000 (1.090 x 1.147 x 1.00) 0.341 1.000 7983.8 16976.6 0.4266 6096.4 18710.4 1.00 1.260 0.341 1.000 7963.6 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR3PB v3.11 FORM 600,x?-2061 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 10, Sub: PARADISE, Plat: , , , PERMIT#: BASE AS-BUILT t GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF= Points .18 1523.0 11.77 3226.6 Double,Clear W 1.3 10.0 36.0 10.77 1.00 388.9 Double,Clear W 10.0 7.0 6.0 10.77 1.20 77.5 Double,Clear W 1.3 6.0 36.0 10.77 1.02 394.5 Double,Clear N 1.3 4.0 16.0 14.30 1.00 229.9 Double,Clear N 1.3 2.0 8.0 14.30 1.01 115.9 Double,Clear N 1.3 6.0 16.0 14.30 1.00 229.2 Double,Clear E 1.3 7.0 40.0 9.09 1.02 371.1 Double,Clear S 1.3 6.0 24.0 4.03 1.08 104.8 Double,Clear S 1.3 3.0 8.0 4.03 1.50 48.5 As-Built Total: 190.0 1960.5 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 246.0 3.60 885.6 Frame,Wood,Exterior 11.0 1052.0 3.70 3892.4 Exterior 1052.0 3.70 3892.4 Frame,Wood,Adjacent 11.0 246.0 3.60 885.6 Base Total: 1298.0 4778.0 As-Built Total: 1298.0 4778.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 17.8 11.50 204.7 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Insulated 17.8 8.00 142.4 Base Total: 37.8 450.7 As-Built Total: 37.8 310.4 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1523.0 2.05 3122.1 Under Attic 30.0 1555.0 2.05 X 1.00 3187.8 Under Attic 19.0 108.0 2.70 X 1.00 291.6 Base Total: 1523.0 3122.1 As-Built Total: 1663.0 3479.4 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 186.0(p) 8.9 1655.4 I Slab-On-Grade Edge Insulation 0.0 186.0(p 18.80 3496.8 Raised 0.0 0.00 0.0 4 Base Total: 1655.4 As-Built Total: 186.0 3496.8 I INFILTRATION Area X BWPM = Points Area WPM = Points 1523.0 -0.59 -398.6 1523.0 -0.59 -898.6 ; EnergyGauge®DCA Form GOOA-2001 EnergyGaugeO/ResFREE'2001 FLR3PB 0.11 FORM 60OA-2001 WINTER CALCULATIONS Residential Whoie Bualding Performance Method A - Details ADDRESS: Lot: 10, Saab: PARADISE, Plat: , , , PERMIT#: BASE AS-BUILT `inter Base Points: 12334.3 Winter As-Built Points: 13126.5 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) 13126.5 1.000 (1.069 x 1.169 x 1.00) 0.474 1.000 7769.0 12334.3 0.6274 7733.5 13126.6 1.00 1.250 0.474 1.000 7769.0 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 PLR3PB v3.11 FORM 600A-2001 WATER1N CODE CONIPUA STAT S Residential Whole Building Performance Method A - Details ADDRESS: Lot: 10, Sub: PARADISE, Flat: , , , 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 i Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 8095 5739 8238 24072 7984 7789 8055 23808 Er-.% a f-% e% �yoy SSB ST��FC`:+ Npri ry? sa'.�a �O � a » r yob WE' EnergyGaugeT"' CCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR3PB v3.11 FORM 60OA-2001 Code ComplAance Che/dost Residential Whole Buandung Performance Method A - Details ADDRESS: Lot: 10, Sub: PARADISE, Plat: , , , PERMIT#: 6A-23 INPILTRATI®N REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/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 comers;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. _ Multi-story Houses 606.1.ABC.1.2.5 !Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606A.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 SECTION REQUIREMENTS CHECK Water Heaters 1 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as 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 efficient 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 Se arate readilyaccessible 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. i Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001-FLR3PB v3.11 IBJ /" N ERG, ;:t_� PER, OMA LEVEL (EPL) DISPLAY JAY R ESTEVIATED ENERGY PERFORMANCE SCONE* _ 32.6 The higher the score,the more efficient the home. , Lot: 10, Sub: PARADISE, Plat: , , , 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:36.0 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) 1523 W c. N/A 7. Glass area&type _ a. Clear-single pane 0.0 ft' - 13. Heating systems b. Clear-double pane 190.0 ft2 - a. Electric.Heat Pump Cap:42.0 kBtu/hr _ c. Tint/other SHGC-single pane 0.0 ft2 _ HSPF:7.20 _ d. Tint/other SHGC-double pane 0.0 ft2 b. N/A 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0, 136.0(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=11.0,1052.0 ft2 _ EF:0.90 _ b. Frame,Wood,Adjacent R=11.0,246.0 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=30.0,1555.0 ft2 _ 15. HVAC credits _ b. Under Attic R=19.0, 108.0 112 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup:Unc, Ret:Unc. AH:Garage Sup.R=6.0, 150.0 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) TVE$T in this home before final ' spection.Otherwise,a new EPL Display Card will be completed �� 80ti+ based on installed C e c pli t features. / �Builder Signature: w,, L4( Date: �'I b Address of New Home: POLAnCj"L(�!LCity/FL Zip: *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 EPAIDOE EnergyStar'7Mdesignation), your home may qualify for energy efficiency mortgage(EEM)incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.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 x3.11) Residential System Sizing Calculation Summary Project Title: Class 3 Rating 1526 Registration No. 0 Climate: North Location for weather data: Jacksonville - Defaults: Latitude(30) Temp Range(M) Humidity 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 heatina load calculation 26381 Btuh Total cooling load calculation 27095 Btuh Submitted heating capacity 30000 Btuh Submitted cooling capacity 30000 Btuh Submitted as%of calculated 113.7 % Submitted as% of calculated 110.7 % WINTER CALCULATIONS Winter Heating Load for 1526 sqft) Load component Load Ductu5%) Window total 218 sqft 6017 Btuh V%ndowa(23%) Wall total 1198 sqft 3782 Btuh IMM.(27%) Door total 38 sqft 524 Btuh Ceiling total 1644 sqft 2203 Btuh Floor total 176 ft 5421 Btuh Infiltration 172 cfm 7179 Btuh Subtotal 25125 Btuh Doors(2%) VVaWl 4%) Duct loss 1256 Btuh Flcwa(21%) TOTAL HEAT LOSS 1 26381 Btuh SUMMER CALCULATIONS Summer Cooling Load for 1526 sqft) Load component Load- Window oadWindow total 218 sqft 6932 Btuh Ldent HernOl(4%) Wall total 1198 sqft 2274 Btuh Door total 38 sqft 400 Btuh LeterdInf®.(20%) V*Idows(ze%) Ceiling total 1644 sqft 2475 Btuh Floor total 0 Btuh Infiltration 160 cfm 3350 Btuh Internal gain 3300 Btuh Int.()ein(+2%) �,„g60%) Subtotal(sensible) 18732 Btuh Duct ets(7%) Duct gain 1873 Btuh Dvv�sc8%) Total sensible gain 20605 BtuhDows('%) InfN.(1296) Latent gain(infiltration) 5340 Btuh Latent gain(internal) 1150 Btuh The sizing method used was EnergyG�auuge®System Sizing. Total latent gain 6490 Btuh PREPARED BY: /Y TOTAL HEAT GAIN 1 27095 Btuh DATE: EnergyGauge® FLR3PA 203 A. LOUIS J. GABRIEL, P.E. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 3 1 311 2002 Re:Wind Loading Requirements For Loi I(* etVPJUr, COVcf A+,L ic- UsJw F4,,- 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 wind speeds of 100 mph and concluded that the building structure will satisfy the wind loading requirements of section 1606 of the 2001- FBC as long as sheets # T thru #4 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 sheathingwill provide adequate lateral resistance and will relieve the ceiling oists 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. Sincerely Louis . Gabriel, P.E. WIND FORCES STRUCTURAL ANALYSIS FOR LST' 16 P1490M%SE 00V E, AndtA*(`L UACO, 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. MARCH, 2002 S/31,/oz- Date Sheet 601, E of 7 L4 16 PC, -T%e u e- tim s Po (.lu%,,-,,� 5 truc tLLY4 L q ttr� 3 &uA4w4A s�� FLo o r RooF TYI, SSeS 4 F1aor IYWSle1 � YL64MIOE�4 FramI-A (see yj cQu „ 0-% arc.h� tu.r 5��s FOA Fact. wal.�: . _ See S Cln a l� C � � �fczW ALAl o 'fax to Stem •�AJrJJ :— ��2 A 3 6 boLL's (Z X18 0 - •� Peret-�. n VY%LesS V40teJ p k�Lp-vWise 5 �riy+� v�)G,�p YeH► �orGer�rr�t: 0 1 49 RO,Q OV4 AS 0•c• a*4R at- coi fn 'rl 100 4. A06 Lt�tN� g CtIN.�.ti+'c�.rlit (A);rc 'A =.-j b(c 0-c. ITIA AM L" 5 ``pyoy t,. Uvilcss vldte-J o bt~e^r�►;s e AOOC iS �' ROW a Yep► TIACLi �Oddxac � Po fates � 00erviev+.3s) :- �0611..ff of RpniS• Peci"e-�ey— Sheet Z. of DATE: i Loi i (�J L�j 5 p'ca Z� 1,L C> N�t^ 3 Se L tAS�, 5 tY�tJtckl/�- LG9) 6 d M c'XPosw�C - j �S /�► � IrM►POAPAU Factor, I= 1• o e W ujtopne_ �t�bris r�i� F to1.1 w. a t rt, 1 ta. In a COK fUf*VWn --,&D �o v,ns�• FY�e o,r i�c t -7/IG µlc. P a/,U Q g.,rbe.lo 8LE,606,A �t SDS WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS FASTENER FASTENER SPACING(in.)I.2 TYPE Panel Span 5 2 It 2 ft<Panel Span 4 It<Panel Span 6 ft<Panel Span <4ft <61`1 <eft 2 1/2#6 wood Screw3 16 16 12 9 21/2#8 wood Screws3 16 16 16 12 Double-Headed Nails4 12 6 4 3 SI:1 ine1FF25.4 mm 1 foot=305 mm Notes: 1. This table is based 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 woad structural panel. 3. Where screws are attached to masonry or masonry/stucco•they shall be attached using vibration-resistant anchors having a minimum withdrawal capac- ity of 490 lb(2180 kN). 4. Nails shall be lod common or 12d box double-headed nails. c d P e0w% em goo F 51AtAo� C c,ow�y G'h�,,�l, . c�� Co S.44, r�� Mow. u4 WA4fVt)aQ iur % J CVV"Mw\ N•-,- r S p4ze �o PAMAI N�Q 62. ibs lbs RAt* v !__ IDATE. Sheet_ of i P 2 �o C w:�+ ��.t-2o ) ! 35 1 -- 340 pQ,� Z Z (Yt�►�, V+�It�� S tfryp "s fr?r oo , c1� ?. 0 �r�v� - r2�s � �v �� /Z•C��S 33Z PAF .�. 3 yvr a k- stez L o-C. C 7ej eYavi •w = Oorsg 0,33 ) /5 y+_ pr 3 q � .t��C ��Q �►:�,i 6>> � c i �. Yc., r e3 �� w� 4t 5 PwA-i U�t (00 ,0-c- 11(�?C I / � ��Odi : = C v-3 f 1 C2o�DaD� � !•33) f� � t!��{� ��F � LJF Y u•vr.tc� 'is"►- t7 f kC. // 4Lfw•Temsl o% U� '/z+A36 SOU =or 0-- AIA Fes►-, � �e55e. r- i O . 1/46 �� o ew&�w L o~l f �m 15ooPsi F4 = 3G000 P'•, h6 _ 0.2 Ap -f Q6 --� ALLtrJ Te-.+t , l _ 2190 16s { n o r 19'9 O A31 cu—'l j2 X��$ Mick ro(�►�4 Steel fi36 WQsh�rs... ar�ur�Q F ks .Cs -F6-L (u ooJ)= 400 . i—�:�. . -fb-=-��.qq.0�� .z)�n)Ci.%4�-X51).= 545 PS; -�}r�aQlr. •):C9oo)LI33) = 532Qbi 5gS�si = Kz.,o(.L, MurN�,wt (o-9'f) Co.'rs�C�S)C Sq�)C!.!1)=�1a�ib•-1��b =M/S =`)a i 0,ov 2G F--W` /5299L(27oo0)(133) 'L17 �l S�d,av" NJ O'A Am(,�ur goLts c, 314 A i,luw a�,le Tv►►��:r" '/Zy� AL , 4v--bG c u k c rpt Ft - IA4o 16f (se-p– above) AUUW C ole S'nepir a-vv 1/z..+ AIC 6o ffi = 350 `I F,•;., Ab �Sst°r or 0-11 86 F� 5haar= 35o`�/C15oo'(a•Z) - 1957 Ibs c ,r Co•►2�fo•Z)c 36,000) = '$•6� Ibs Sheet of DATE: - do _ Lob- 6) ob- J) L001 Crl e-({"1 �LY Building,simple diaphragm:A building which complies 4 3 4 LONGITUDINAL with all of the following conditions: 1. enclosed building, 4E 3 2. mean roof height,h,less than or equal to 60 ft(18 m), 4E�� I D 3. mean roof height,h, does not exceed least horizon- ROW 2 -?aiE°R tal dimension, ANGLE 4. building has an approximately symmetrical cross END section, ZONE 5. building has no expansion joints or structural sepa- 1 LONGITUDINAL ' rations within the building, 1ELONGITUDuvAL a 20 6. wind loads are transmitted through floor and roof 'E diaphragms to the vertical lateral-force-resisting ....... systems,and WINDDIRECTION 7. if the building has moment-resisting frames, roof RANGE slopes do not exceed 30%. FIGURE 160&2b MAIN WIND FORCE LOADING DIAGRAM WRDWARD ROOF WINDWARDROOF �.1 1ROOF LEEWARD ROOF LEEwARO OO C . _ S C Ln Ln W TRANSVERSE ELEVATION LONGITUDINAL ELEVATION FIGURE 16002m APPLICATION OF MAIN WIND FORCE RESISTING SYSTEM LOADS FOR SIMPLE DIAPHRAGM BUILDINGS TABLE 1606.2D HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS Mean Exposuro Roof Height B C D 15 1.00 1.21 1.47 20 1.00 1.29 1.55 25 1.00 1.35 1.61 30 1.00 1.40 1.66 35 1.05 1.45 1.70 40 1.09 1.49 1.74 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1,84 60 1.22 1.62 1.87 Nae:All table values shall be adjusted for other exposures and heights by multiplying by the above coefficients. tw4''I U'r nurnmutuuunnutuluunwuwnuuunmunnunluutunwtuutNnl►►tuutuueuunntauunnmuuuunnuwuauuuuun►nnuuenuueuumuuuunuouuuuunnnauuuuuuuuuuruuuuuuietu►►utun►► or TABLE 1606.2A -4 0 MAIN WIND FORCE RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN m Exposure B r- m Horizontal loadsz Vertical Loads(pat) Max,Horizontal Wall Loads4(psf) in Windward End Zone Interior Zone End Zone Interior Zone Overhang Zone Wind Roof Velocity Load angle Windward Leeward Windward Leeward End Interior (mph) Direction (degrees) Wail Roof3 Wall 1:10013 Roof Roof Roof Root Zone Zona 1E 4E 1 4 90 Transverse 0-5 .7 1 8.5 .0 - 5.4 -8. -10.7 -6.8 .21.6 - 6.9 10.0 -7.5 7.2 -5.8 0 7. 1 -2. -15. -10.7 -10. -8.1 1 -21.6 -16.9 12.0 lA0.1 1 8.8 1 -7.5 30< e .9 11.6 1 T 5.6 1 -8.8 1 4.8 -7.5 1 -5.1 -5.8 11.0 -8.1 9.1 -6.8 Longitudinal All angles 12.8 -6.7 8.5 -4.0 •15.4 -8.8 1 -10.7 -6.8 -21.6 -16.9 10.0 -7.5 72 -5.8 100 Transverse 0-5 15.9 -8.2 10. .9 -10.8 -8.4 -26.7 -20.9 12. -9.3 8.8 -7.2 20 22,0 -5.8 1 - 9.1 1 -13.3 1 -13. -10.1 -26.7 -20.9 15.0 -12.5 1 10.8 -9.3 30 < le17.8 1 12.2 14.2 9.8 6.9 1 -10.8 1 5.9 -9.3 -6.3 1 -72 13.0 -10.1 1 11.3 -8.4 Longitudinal All Angles 15.9 -8.2 10.5 -4.9 -19.1 -10.8 -13.3 -8.4 -26.7 -20.9 12.0 -9.3 8.8 -7.2 110 Transverse 0-.5 19. -10.0 12.7 -5.9 - 3. -13.1 J6.0 -10.1- -32.3 -25.3 15.0 -11.3 10.7 -8.7 20 26.6 -7.0 17.7 3.9 -18.0 - 6.0 -12.2 -32.3 -25.3 18. -15.1 1 13.1 -11.3 30 < angle N 45 21.6 14.8 172 11.8 i 8.3 -13.1 7.2 -11.3 4.6 -8.7 J6.Q -12.2 13.7 -10.1 Longitudinal All Angles 192 -10.0 12.7 -5.9 -23.1 -13.1 48.0 -10.1 -32.3 -25.3 15.0 -11.3 10.7 -8.7 120 Transverse 0-5 22.8 -11.9 15. -7.0 - 7. -15.6 -19.1 -12.1 -38.4 -30.1 17. -13.4 12.7 -10.3 20 31.6 -8.3 21.1 .6 -?,7.4 -1 -19.1 -14.5 -38. -30.1 22. -18.0 1 .6 -13.4 30 < an le< 45 25.7 17.6 20.4 14.0 -1 .6 .6 -13.4 -9.0 -10.3 9.0 -145 16.2 - 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 37.1 -9.8 24.7 -5.4 -32.2 -22.4 -22.4 -17.0 -45.1 -35.3 25.0 -21.1 18.3 -15.7 30 < an le 45 30.1 20.6 24.0 16.5 11.6 -18.3 10.0 -15.7 -10.6 -12.1 22.0 -17.0 1 19.1 -14.2 Longitudinal All Angles 26.8 -13.9 17.8 -8.2 -32.2 48.3 -22.4 -142 -45.1 35.3 20.0 -15.7 14.9 -12.1 140 Transverse 0-5 31.1 -16.1 20.6 -9.6 7.3 -212 6.0 -16.4 -52.3 -40.9 24.0 -18.2 17.3 -14.0 -n 20 43.0 -11.4 28.7 -6.3 -37.3 -26.0 - 6.0 -19.7 -52.3 -40.9 9. -24.5 21.2 -18.2 r- 30 < an le 45 35.0 3.9 27.8 1 .1 13. -21.2 11.7 -1 -12.3 -14.0 26.0 -19.7 22.1 -16.4 Longitudinal All Angles 31.1 -16.1 20.6 -9.6 -37.3 1 -21.2 -26.0 -16.4 -52.3 -40.9 24.0 -18.2 17.3 -14.0 0 n 150 Transverse 0-' 5 35. -18.5 23.7 -11.0 -42.9 -24.4 -29. -18.9 -60.0 -47.0 27.0 -20,9 19.9 -16.1 m c 20 -4.4 - 3.0 3 .9 -7.2 . - 9.8 - 9.8 -22.6 -60.0 -47.0 34.0 -28.1 24.4 -20.9 r, 30 < an le 45 0.1 27. 31.9 22.0 15. -24.4 13.4 -20.9 -14.1 -16.1' 30.0 -22.6 25.4 •18.8 g Longitudinal All Angles 35.7 -18.5 23.7 -11.0 -42.9 -24.4 -29.8 -18.9 -60.0 -47,0 27.0 -20.9 19.9 •16.1 Z O o For SI: 1 ft2=0.0929 m2. I mph=0.447 nils, I degree of angle=0.01745 rad,I psf=47.88 Me. m Notes: r Pressures for roof angles from 5 to 20 degrees shall be interpolated from the table. 2 Pressures are the sum of the windward and leeward pressures and shall be applied to the windward elevation of the building in accordance with Figure 1606.2(c). W 3 if pressure is less than 0,use 0. C 4 Pressures shall be applied in accordance with Figure 1606.2(b). v Z iaw bot 5 h eRnr Wo�.Q,�.5 A -br F'rs t o oA/o r s ua FLoorS ; 1 ® 1r1�1A� ��i i' ►L i V�1.� V t1 VG'r\� l C�+l tt� {l�.�tw� t • GI W LL N 0. ., t-L-ta.%.J Roor 6Uz" r4A Lo cqbi®-v d.tsi�titatts "t�Cteriolr'" W0.11� W1.�le `I� o�Fsi�>Aatzi " 171�tnvY• �.J�LI w i QW, C 1. a See &" toLL& �lon � • or'�' :_ � ►dt � :� 0 - U W�i�• as ist S�C-OV- C. it 16 it ��dyw•vy1'�,'�tt3Y► . 0 ►C WALL p �l�t 11tj O o� {pOY:F bg `� .. _ __.rOY two►-IA�I�_�...Or WALL PLat,c �et ht �'ov. 0,Ae 5to c�� wa its E4ec.U4 Yoo &Aeos4 to PreULkfe = C"M�rz`— , ) apple 12" PfeSSu.rC- aln Too F((CfPUc,,6Lt W'Ae,, fovr- P1t- . i s yn0re -7 p',0% Adtal vxezLr Per R To tcj skcs r Fv-rce Y. ( t�f` ) Ua e S tc or (W) (a1-75�' ) + (0Y) (-�Y) cw ( etdo Stu �. •• a �� -Tor G 1"S*" oY. c--P- �Y-e5sitf+�► C W e,'�S = Cd •T �)� , rD� Over tuCvtw�q Vrtc.:vt�.� .- C��C�►i')(D• C-�n)z.�.C$Y)(- r�(w'�( — (W&-U wei_ 0"O .or two 5ta r c-- � GLl-,&or loo Lt :5 Pe slfw► C ri . For -A Leri a-r woA I 4U ow. BOLI s'he^v-= $ (e0 lbs C Lll*Xs .lavt 4444 It u T sive+ = l4Ao lbs c it n 1t ►t� ®S e S ea��inMcci to u9i cQ C U tm } vhteSS Y%oted O YAerwise- lbs cZ' 'j2_`f-AS$I 1�. /�.wA 11 r'{ (!..'_.i l.L Aw, :1, '' i.� � �. d �.amt w.. Mn.� r •..,1 •�I vY' Date Sheet { 3 �o Z L. Gob rye�,.� P• �o I ' r.Ot7 C- C)LT7I I VI zle- ' /- = act'LwLQ slkcar 5 = bat,t spacL.� Fv- ajuowAuc.. slecc.T Pe--' ba Lt F0,c �XCe��J� Wim ! —� S Ir 5o i•vttet%'OY We s —� 5 = (I .33) (1350/0 r) a z� ro c400se- 4 -u �Quw�i or "c' _ 2 v ) WU be C�OSw, ' " Frv� cwt�, 5�vwr ��w. o c o icer aoP S uc.Q. CLS 1050, H T T Z 2 . tc. C h t"W-n l t ST A 3 • eta C F lour to Floor Jo-dotbms 1 See rexC S6& FAY S�ea-.r- w -)Js ►aao,-+ al 51 eek � Sear C4cC -&- tfu'vls . #Tc)r G.. -rz_ fajiltre »mode OF At-titisim I LOU: t S h ► c3� F�wu C Lear 7�c. bolt- + n V �, W t �Q p cA,t a-Z-,P -� 5o te- P LAZc w r U Yie�dr ' to S tip Y O F� For a C ( e- Te T D Y G il O�A d.uq..� C--P� .�- 2�( a tJ0.6uric ZV = 190a Ihi C Zxq per, =PPZ syph Z\/ = Z200 lbs C z x P<< #Z 2Y = 2 �) 0 0 11--)1 C 1 CIL, n Z 5 y ) DATE) ---------- --------------______----- E -- - 1 MOPE ` \ ) 7Mheb ' N ' 1 v II ; K,FJDEPY8F9Ka041'; i 1 Tro°e \. . ro1 uncatkODiEN ctaaG C",r ntcglp✓G { tet;"GOKq•I�1' —_.___.—_i-._ '� 1 �, �.`"� j 1 I ANAi $LOPE 1 GREAT ROOM 1 ` K)fL1Tt BJW 1 1; ROOT PffCH f5':12 UttE55 �e OTI€ MSE NOTED. ILA / N ' ' astir T�TuromeG �1 .1 PLIMTER{QRPSTG�SARE -------------- T --- — -{ Rc\ \ ,\ i 1 vrtnrcEy Lam, GARAGE 1 \ ! 1 pant�nw ' b FIAT/ I 1 I I I \ I roue ) i i lis � i 'MASTER EDAM 1— ———— — ��••�p i(/�•�N N\/U�/Il BRAT V PLAY i K+mae mm BEDROOM FMAMC1 I } Q { CA7FQxxLeuG srcvm ( ( I 4 I % C&MVAULT1RN M BTLAT I ( 1 FtM' I I SIB i - _--------------------_._---------------_-------------ob -- ---------_- ------- O LWM AREA a I ROOF PLAN I!PAGE BUILD SES SCALE: 1/4"= 1 FOOT ! 4 v a �" t �`t•� �� a - �,'`� �� 133 �• � �, , �,� � �� '. 1710 u L �oN Ta 1.3v '� CH IS ' © MOO* SH „f IS ALWAYS EQUAL 'To AT PAtJ THE SCREWS � . EDGES ASO pT S THE MA�EX'i T WALLS.. � �p(jRT5 FEl4t SUPPORT Q 9Fs 1KtER D PA` EL W � ' Ata4 AT 12I Es j�. . et3 AT s OWNER:Fobes Lot16 Paradise Cove SPECIFICATIONS BUILDER: BESTCON, Inc. DATE:4/16/2002 CONSTRUCTION .DOB ADDRESS: Lot 16 Paradise Cove 614Paradise Court Atlantic Beach, FL All Items may not apply.(Mark those either"In Allowance,""Owner Choice,"Not Applicable-"N/A"or None. 1. FOUNDATION: FOOTING-Concrete Mix or PSI: NA Slump: NA Width: NIA Depth: N/A Reinforcing: NIA 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: NIA Depth: N/A Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A Spacing: N/A Keyway: NIA FOUNDATION WALL-Material: N/A If Concrete Block-Size: N/A Concrete Mix or PSI: N/A Slump: NIA 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 NIA Reinforcing: N/A Number: N/A Spacing: N/A PILINGS-Material: N/A Size: N/A Spacing: N/A Depth: N/A NIA 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: NIA 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: NIA Spacing: N/A Termite Protection: N/A GIRDERS-Material: N/A Size: N/A Span: N/A COLUMNS-Material: N/A Size: N/A Spacing: NIA BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 322SO CRC-022365 904 246-3747 • Fax 904 246-7126 Page 1 OWNER:Fobes Loll Paradise Cove 2. FLAT CONCRETE: BASEMENT FLOOR-Concrete Mix or PSI: No Basement Slump: NIA Thickness: N/A Reinforcing: N/A Fill: N/A Vapor Barrier: NIA 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: T 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: '/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. BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 2 OWNER:Fobes Lot16 Paradise Cove Framing Materials: Sill Insulation: Foam Termite Shield: N/A I 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: CERTAINTEED Cedar Impressions(front)&Mainstreet Size: Varies (Sides&Rear) 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 Grade& Size Spacing Greatest Span Each Species Size Sill Plate #2 SYP Pressure Treated 2x4 N/A N/A Box Sill/Rim Joist N/A N/A N/A N/A 1st Floor-Floor Joists N/A N/A N/A N/A 2nd Floor-Floor Joists N/A 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 Beads Parkway•3acksonville Beach • FL- 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 3 OWNER:Fobes Lot16 Paradise Cove Exterior Trim Material/Grade or Species Thickness Size Fascia Board Vinyl Soffit Vinyl Siding Corners Vinyl standard corner post Garage Door Trim Vinyl wrapped 2x8 PT Window Trim 3-1/2"vinyl decorative trim Door Trim 3-1/2"vinyl decorative trim Rake Board Vinyl Exterior Beams Vinyl Exterior Posts Vinyl Flashing Material:#26 galvanized steel Windows: Aluminum Doors: None Off Ridge Vents: Galvanized steel Soffit Vents: Vinyl Gable Vents: None 4.WINDOWS: Manufacturer/Style: KINCO MARK 50 Material: Aluminum Insulated Glass: 5/8" Screens: Fiberglass Storms: N/A Grilles: Muntins on all windows and sliding glass doors Shutters: N/A 5. ROOFING: Shingles Material: TAMKO Fiberglass Grade: 20 year Fungus Resistant Weight/Thickness/Size: Spacing: Nails: 1-1/4"galvanized Felt: 15# Size/Weight: 36"x 15# Nails: 1-1/4"galvanized Roof Edging: 6"pre-painted galvanized steel Step Shingle Flashing: 5"x 5"galvanized Chimney Flashing: N/A Chimney Counter Flashing: N/A Valley Flashing: 26#x 18"galvanized Roof Fans/Vents: 6' steel off-ridge BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 4 OWNER:Fobes Lotl6 Paradise Cove 6. STAIRS: LOCATION JACKS TREADS RISERS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A NIA 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 NIA N/A 2nd Floor N/A N/A N/A N/A NIA N/A 7. EXTERIOR DOORS: (including Storm Doors) Door Brand/Model/Material Size Thickness Hardware Front Generic 6-Panel Metal T-0" 1-314 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 5 OWNER:Fobes Lot16 Paradise Cove 8. INSULATION: Location Material Thickness 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 Wor Material Style Size 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 NIA Door Knobs KWIKSET-Antique Brass Dorian Varies Door Stops Generic-Antique Brass Spring or Hinge Varies Chair Rail N/A Crown Mold N/A Beauty Mold N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 6 OWNER:Fobes Lot16 Paradise Cove 10. INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALL/PLASTER Room Material Thickness Method of No. of Coats Installation Walls Ceilings ALL WALLS Sheetrock /2, Nailed, Screwed and 3 Glued ALL CEILINGS Sheetrock w/Popcorn or +/2 "Ceiling Nailed 3 Knockdown Texture Finish-Walls: Smooth Finish-Ceilings: Popcorn or Knockdown Texture Other: 1 /2"water resistant sheetrock as second layers in wet area. TABLE 2 PANELING Room Manufacturer Thickness Direct to Stud Full Wall or Material/Style or Over " High N/A TABLE 3 SPECIAL MOLDINGS Room Type Material Size Other: BESTCON,INC. 2440 South Beach Parkway•Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 7 OWNER:Fobes Lot16 Paradise Cove 11. CABINETS, VANITIES, COUNTERTOPS, BOOKCASES: LOCATION MANUFACTURER STYLE TOP BACKSPLASH HARDWARE WOR MATERIAL Kitchen Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Master Bath Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Guest Bath Bath#1 Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Bath#2 Other: 12. MASONRY: MORTAR MIX: N/A FACE BRICK/STONE, Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A Joint: NIA 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 STUCCO MIX: Masonry Finish: Textured Thickness:5/8" No. of Coats: 3 Mortar Color/Painted: Per Color Sheet Metal Lath: w/felt Other: Stucco at foundation only BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach - FL -32250 CRC-022365 904 246-3747 - Fax 904 246-7126 Page 8 OWNER:Fobes Lotl6 Paradise Cove 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 Number 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: NIA Electronic Air Cleaner Brand Name, &Model: N/A Baseboard Heat Brand Name, Model &Numbers: N/A Stove Vent: N/A Dryer Vent: 4" metal Bath Vents: 3"diameter aluminum Flue Cap: N/A Other: Bath vents in Hall Bath ONLY BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 9 OWNER:Fobes Lot16 Paradise Cove 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 %11 House to Water Heater CPVC SCD40 Glue 3/" House to Bathrooms CPVC SCD40 Glue 3/<"TO 1/2" House to Kitchen Sink CPVC SCD40 Glue 3/<"TO 1/2" House to Refrigerator CPVC SCD40 Glue %"TO 1/2" House to Dishwasher CPVC SCD40 Glue 3/,<"TO %2" House to Ice Maker N/A Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 10 OWNER:Fobes Lot16 Paradise Cove Gas Supply Material Joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A Bathroom-Fixtures Description-Brand Name, Model Number, etc. Master Bath Guest Bath Bath#1 Bath#2 Water Closet STERLING STERLING Elongated Elongated Toilet Seat Church Church Shower LASCO 3442 Tub STERLING 2660 Acrylic Feature Tub Faucet& Control Lever DELTA D- DELTA D- 2710LHP/H62/A6 1448LHP/H71/ 2WH A72WH Shower Faucet&Control DELTA D- 1324LHP/H71/A7 2WH Lavatory Faucet&Control DELTA D- DELTA D- 2521 LHP/H22/A2 2521 LHP/H22/ 2WH A22WH Lavatory BRIGGS China BRIGGS China Feature Tub OCOV-60 Location, Type& Number of Exterior Water Faucets: 1 @ front corner, 1 @ rear middle Location, Type &Number of Water Stops/Shutoffs: @ all lavatories, sinks, &toilet. Main shutoff @ hose bib on front of house Location, Soft Water: 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:Fobes Lot16 Paradise Cove Fixture Description-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 Other: 15. ELECTRICAL: Service as per specifications from Power Company-Overhead: N/A Underground: 150 amp Panel Box Manufacturer&Size: 150 amp Square D No. of 14/2 Circuits: 5 No. of 12/2 Circuits: 5 No. of Power Circuits: 10 What wire is Copper: Everything except service conductors What wire is Aluminum: Service entrance conductor Conduit Material: PVC Brand Name-Switches: Levington Receptacles: Levington Cover Plates: Levington Maximum Number of Outlets per Circuit 14/2 with ground: 9 12/2 with ground: 5 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 12 OWNER:Fobes Lot16 Paradise Cove 220 High Voltage Wiring Detail: Item Wire Size Breaker Size Individual Circuit Quantity Stove #8 copper 50 amp Yes Oven #8 copper 50 amp Yes Dryer # 10 copper 30 amp Yes Water Heater # 10 copper 30 amp Yes Furnace Air Cond./Heat Pump #8 copper 40 amp Yes Baseboard Heat Recept./Outlet-Other 14/2 15 amp No Temporary Service E-- 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 13 OWNER:Fobes Lot16 Paradise Cove 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 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 14 OWNER:Fobes Lot16 Paradise Cove 110 Voltage Wiring Detail (continued): Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Garage Door Opener 15 amp 14/2 Cl 1 1 Garage 15 amp #14 CU 1 1 1 Storage Room Unfinished Basement Attic Bath Fan/Lights 15 amp #14 CU 1 Garbage Disposal 20 amp #12/2 CU 1 Hood/Fan OR 15 amp #14/2 CU Microwave 20 amp #12/2 CU 1 Dishwasher 20 amp #12/2 CU 1 Ceiling Fan Pre-wire 15 amp #14/2 CU 2 2 Exterior Lighting 15 amp #14/2 CU 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: Item 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(O/H) Recess with open trim 2 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach - FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 15 OWNER:Fobes Lot16 Paradise Cove 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 16 OWNER:Fobes Lot16 Paradise Cove 18. CERAMIC TILE: LOCATION FLOOR WALLS BACKSPLASH TUB/SHOWER OTHER COUNTERTOP Kitchen/Nook VINYL Master Bath VINYL Owner's Choice To T-0"AFF Guest Bath Bath#1 VINYL Owner's Choice To T-0"AFF Bath#2 Foyer C/TILE Laundry VINYL Method of Installation: Floors: Thin set over under underlayment Walls: Thin set over 1 /2" MR Sheetrock Grout: Owners' Choice Other: 19. SPECIAL EQUIPMENT: (Not Included Elsewhere) Garage Door Opener Brand Name& Model: Pre-wire ONLY Attic Fan Brand Name&Model: N/A Skylight Brand Name&Model: N/A 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: BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 17 OWNER:Fobes Lotl6 Paradise Cove 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. 22.ALLOWANCES: ITEM Manufacturer and Model/Style INSTALLATION DATE (Tentative) Wallpaper, Materials, &Labor N/A N/A Floor Coverings - Carpet Portico- Monte Carlo, N/A Fascination or Illumination Floor Coverings -Vinyl Armstrong -Memories N/A Range MAYTAG CRE 9400CE N/A Dishwasher MAYTAG DWU7402 N/A Hood vent MAYTAG H 304RA N/A Disposal MAYTAG L20 N/A Garbage Compactor, Refrigerator NIA N/A Cabinets, Vanities, Countertops, Bookcases See Above N/A Electrical Fixtures Other Than Above N/A N/A Mirrors, Shower Doors, Bath Hardware, Medicine Cabinets Lee-Rowan &Omni N/A Landscaping: Shrubs, Seeding, Seed Bed Preparation, See Above N/A Fertilizing & Labor N/A N/A N/A 23. PORCHES, DECKS, GREENHOUSE: N/A 24. MISCELLANEOUS: N/A BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 18 02-A4-0074 NOTICE OF COMMENCEMENT ` O% Book 10403 pag* 1731 To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with section 713.13 of Florida Statutes, the �1 '>i�000Q�77148 following information is stated in this NOTICE OF pA 117 1 COMMENCEMENT. Fibd i RK*rdW WORM 11:03136 N dlll Run C1EAl( CIRCUIT COURT Description of Property: via COSY MW PUN ! WV Lot 16, PARADISE COVE, according to the Plat thereof, as recorded i ! 1.00 00 Book 53, Pages 82 and 82A, of the current Public Records of Duval ! 1.00 Florida. lot 16 Paradise Cove, Jacksonville, FL General description of improvements: single family dwelling J 1 ` b p _ ��r' Owner Bestcon ny Inc Qb Address 2440 SouthBeach Parkway Jax Beach, F132250 Owner's interest in site of the improvement Fee simple Title holder(if other than Name Address Contractor Bestcon Inc Address 2440 SouthBeach Parkway Jax, Beach, _F1 32250 _ Surety(if any) Address Amount of bond$ Name and address of any person making a loan for the construction of the improvements. Name Amsouth Bank Address_.10245 Centurion Parkway 2nd,•Fl Jacksonville, Florida 32256 Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name Address In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 [2] [b], Florida Statutes. (Fill in at Owner's option). Name Venture Title Agency, Ltd., Lh Address 4315 Pablo Oaks Court, JacksonvijZ.0, _FL_32224 Bes jSTATE OF _4 B _ COUNTY OF Duval Owner Paul W. Bestcon, Inc. , President The foregoing instrument was acknowledged, sw rn to and subscribed before me t is 2002 � �} , )�� Ntnlih ' Un14th rla..of March hv�l�L�X. W� _� PAGE 1 Date: 03/14/2002 MANNING BUILDING SUPPLY LOG # : B0197 TRUSS DIVISION JOB # : - JACKSONVILLE talesman: JOHN FERGUSON Pitch: 7/12 Customer: BESTCON HOMES Job Name: PLAN 1523 " Address : 2440 South Beach Parkway Address : LOT 16 PARADISE COVE Jacksonville Bch,FL. 32250 Designer: KEN �sr ------------------------------------------------------------------------------- Left Right Qtyi Span I O.H. I O.H. I Description -------------------------------------------------------------------------------- 1 20 ' 116" 0 ' Al 4 20 ' 116" 0 ' A2 1 15 ' 3"8 116" 0 ' A3 1 35 11611 11611 B1 1 35 ' 116" 116" B2 1 35 ' 11611 1 ' 611 B3 RAISED ` 1 35 ' 11611 116" B5 SEAMS 1 35 ' 116" 116" B6 7 35 ' 1 ' 6" 1 ' 6" B7 4 35 ' 116" 116" B8 4 35 ' 1' 6" 116" B9 1 35 ' 116" 1 ' 6" Cl 1 35 ' 1' 6" 116" C2 1 11' 2' 2 ' D1 2-PLY 3 11' 1' 6" 0 ' D2 1 11' 0 ' 0 ' E1 2 11' 0 ' 0 ' E2 1 18 ' 116" 0 ' F2 1 18' 116" 0 ' F3 1 18 ' 1 ' 6" 0 ' F4 2 5 ' 6" 1' 6" 0 ' G1 4 7 ' 116" 0 ' Hl 00 1 9 ' 10" 1 211' 7 0 ' 9 ' 10 TRAY H/J 4 7 ' 116" 0 ' 7 ' TRAY E/J 2 5 ' 1 ' 6" 0 ' 5 ' TRAY C/J 2 3 ' 116" 0 ' 3 ' TRAY C/J 2 1' 116" 0 ' l' TRAY C/J 2 4' 8"8 211"7 0 ' 4 ' 8"8 H/J Fl 4 3 ' 116" 0 ' 3 ' C/J F1 4 l' 1 ' 6" 0 ' 1 ' C/J F1 ** Hardware Roof ** 10 HUS26 1-ply Truss Hanger ----------------------------------------------------------------------- 46 - Trusses 10 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 21 - Jacks 0 - # of Beams 0 - # of Rim Board --------------------- 67 - Total Trusses , f I I 1,1 r-� 52'4"8 I 8' M TO Cl THEN 24 "THRU Cl TO R3 7' --_; I I � m 00 co M M N o o � i I I to I I I H1 /ri i i -- - -- I I � I I I I I I I I I o N N W N LL LL CE j I G1 I I I 1 5'6' -+ 64' DO 1 APPROVED CUT OR ALTERUSS TRUSSES, UNLESS MANNING BLDG . SUPPLIES FICE 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 7112 PITCH 18 "OH SO/CUT b. NO BACKCHARGES ALLOWED, UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER APPROVED BY JOB : BO 197 CUSTOMER : BESTCON INC . APPROVAL DATE: LOC = LOT 16 PARADISE COVE DEL . DATE : DES I GNER = KEN PARKER A l: HARDWARE SCHEDULE REACTIONS PLATE OR TRUSS OR MARK PRODUCT CODE FLOOR ROOF UPLIFT HEADER JOIST NOTES A HUS 26 2785 3325 155 (14) 16d (6) 10d X 1.5 TRUSS B HUS 28 3380 3585 200 (22) 16d (8) 10d X 1.5 TRUSS C HGUS 28-2 6245 7810 265 (36) 16d (20) 10d X 1.5 2 PLY TRUSS D HGUS 28-3 6245 7810 265 (36) 16d (12) 16d X 1.5 3 PLY TRUSS E SUL/R 26 80 1000 765 (6) 16d (6) 10 d X 1.5 TRUSS F SUL/R 210 133 1660 125 (16) 16d (10) 10d X 1.5 TRUSS G SUR/L 310 186 1785 72 (14) 16d (6) 10d X 1.5 I-JOIST H SUR/L 314 239 1795 96 (18) 16d (8) 10d X 1.5 I-JOIST I SUR/L 410 1860 2330 127 (16) 16d (10) 16d SYS 42 J LSSU 210 960 1200 62 (10) 10d (7) 10d X 1.5 TRUSS K LSSUH 310 1385 1050 99 (14) 16d (12) 10d X 1.5 1-JOIST L TBS 2-24 (4) 10d X 1.5 TRUSS BRACING M THJA 26 219 2740 134 (16) 16d (5) 10d+(7) 10d HIP JACK N THA 422 363 4145 155 (22) 16d (6) 10d X 1.5 SYS 42 O IUT 312 136 1200 24 (14) 10d (2) 10d X 1.5 I-JOIST P IUT 312-2 185 2320 905 (16) 16 (6) 10d DBL I-JOIST Q MIT 316 240 (12) 10d X 1.5 (2) 10d X 1.5 I-JOIST R HU 11 2185 2270 92 (22)16d (6)10d X 1.5 1 PLY LVL S HGUS 48 5472 6840 583 (36) 16d (24) 16 d 2 PLY LVL T HGUS 412 9535 11335 478 (56) 16d (36) 16 d 2 PLY LVL U HGUS 412 L 8512 10640 875 (56)16d (36) 16 d 2 PLY LVL V HGUS 412 R 8512 10640 875 (56) 16d (36) 16 d 2 PLY LVL W HUC 412 6102 68011 310 (56) 16d (36) 16 d 2 PLY LVL X HGUS 5.25/12 9535 1133 478 (56) 16d (36) 16 d 3 PLY LVL Y HGUS 7.25/12 9535 9665 478 (56) 16d (36) 16 d 4 PLY LVL Z H16S NA NA 160 (10) 10d (2) 10 d TRUSS AA H16 NA NA 160 (10) 10d (2)10 d TRUSS BB H16-2 NA NA 160 (10) 10d (2) 10 d 2 PLY TRUSS CC MTS 12 NA NA 1001 (7)10d EA. SIDE NONE TRUSS DD HTS 20 NA NA 1450(10)10d EA. SIDE NONE 2 PLY TRUSS EE MSTA 36 1995 213 (26) 10d TRUSS FF MGT N N 420 (22) 10d PLUS GG GG PHD 5 N N 4500 14 SDS 1/4X3 ADD FF HH 12 BRITE COM 11 1-3/8 TRUSS NAIL JJ 3/4 X 023 BANDIN KK SNAP ON SEALS Face Mount Hangers - Plated lr*uss Products Fasteners Doug-Fir Larch/So.Pine Spru Heelce Pine Fir Model Min. FastenersAllowable Loads Allowable Loads No. Height Carrying Carried Uplift Floor Snow Const Uplift Floor Snow Const HUS26 with Reduced Heel Height Member Member (133) (100) (115) (125) (133) (1 00) (115) (125) 31/2 6-16d 4-16d 1135 1265 1455 1580 925 1050 1210 1315 HUS26 31/2 10-16d 4-16d 1135 1800 2070 2245 925 1510 1735 0 45X6 14-16d 6-16d 1550 2565 2950 3205 1390 2155 2480 2540 4. � 4 ;ppppppp Model Min. Dimensions Fasteners No. Heel Ga Carrying Carried "° p�pppp°j Height W H B Member Member +w °pp°pp°p SINGLE 2x SIZES Ipp°ppp4 °° LUS24 2y6 18 1X6 3y 1% 4-1Od 2-1Od 0 LUS26 4y, 19,/6 4% 1% 4-1Od 4-10d HUS26 45/16 16 1% 5y 3 14-16d 6-16d Typical HUS p 01 HGUS26 4y 12 1% 5X6 5 20-16d 8-16d Installation HGUS28 5y2 12 1% 7X6 5 36-16d 10-16d with Reduced ✓lfs, LUS28 4X6 18 1tib 65/ 1% 6-1Od 4-10d Heel Height }sem d HUS28 6y 16 1% 7 3 22-16d 8-16d LUS210 4y 18 1% 7+X6 1/ 8-10d 4-1Od HU5210 8% 16 1% 9 3 30-16d 10-16d Doug Fir-Larch Allowable Loads I Southern Pine Allowable Loads Spruce Pine Fir Allowable Loads Model Avg Uplift' Uplift' floor Snow Const Uplift' Uplift' Floor Snaw Const Uplltt' UpUtt� Floor Snow Co t No. Ult (133) (160) (11 0) (115) (125) (133) (160) (100) (115) (125) (133) (160) (100) (115) (125 SINGLE 2x SIZES LUS24 3850 465 490 640 735 800 490 490 690 795 865 390 465 540 625 675 LUS26 5167 930 1115 830 955 1040 1010 1165 900 1035 1125 780 935 700 805 875 HUS26 13000 1550 1550 2565 2950 3205 1550 1550 2785 3200 3325 1390 1550 2155 2475 2540 HGUS26 14178 1425 1425 3755 3905 3905 1425 1425 3905 3905 3905 1425 1425 3185 3585 3585 HGUS28 16188 1755 1755 5055 5055 5055 1755 1755 5055 5055 5055 1755 1755 4030 4155 4215 LUS28 6066 930 1115 1055 1210 1320 1010 1165 1140 1310 1425 780 935 890 1025 1115 HUS28 13167 2000 2000 3585 3700 3775 2000_ 2000 3380 3505 3585 111 2000 2580 2680 2745 LUS210 7750 930 1115 1275 1470 1595 1010 1165 1380 1590 1725 780 935 1085 1245 1355 HUS210 18833 2845 3000 3775 3920 4020 3000 3000 3585 3745 3853 2320 2780 2745 2870 2955 Avg Doug Fir-Larch/Seuthem Pine Spruce-Pine-Fir Model MI°' Dimensions Fasteners Allowable Loads Allowable Loads Heel Ga i 1 1 , No. Height W H B Carrying Carried Ult UpliftUplift Floor Snow Conat Uplift Uplift Fioor Snow Const Member Member (133) (160) (100) (115) (125) (133) (160) (100) (115) (125) DOUBLE 2x SIZES LUS24-2 2X6 18 3y 3y6 2 1 4-16d 2-16d 53031 565 565 765 880 960 465 555 640 735 800 ' LUS26-2 4% 18 3% 42/6 2 4-16d 4-16d 6076 j 1140 1165 1000 1150 1250 925 1115 820 945 1025 HHUS26-2 4% 14 3y6 5 3 14-16d 6-16d 14667 1550 1550 2580 2965 3225 1395 1550 2165 2490 2710 HGUS26-2 4y 12 3% 5W. 4 20-16d 8-16d 14667 2000 2000 3755 4320 4695 1865 2000 3185 3660 3980 LUS28-2 4% 18 3y6 7 2 6-16d 4-16d 7750 1140 1165 1265 1455 1585 925 1115 1050 1210 1315 1 HHUS28-2 6y2 14 3ya 67% 3 22-16d 8-16d 19850 2000 2000 3885 4465 4856, 1860 2000 3275 3765 4095 HGUS28-2 5y 12 3% 7X6 4 36-16d 10-16d 25180 2650 2650 6245 7185 7810 2330 2650 5335 6070 6150 LUS210-2 67X6 18 3y6 9 2 8-16d 6-16d 10907 1550 1550 1765 2030 2210 1390 1550 1465 1680 1830 n HHUS210-2 8, 14 3X6 8y, 3 30-16d 10-16d 22167 2855 3000 5190 5900 5900 2330 2795 4385 4795 4875 HGUS210-2 7y 12 3% 9)(. 4 46-16d 12-16d 28333 3415 3665 7890 8110 6225 2795 3355 6110 6260 6360 TRIPLE 2x SIZES o HGUS26-3 4y 12 4+6/18 4y2 4 20-16d 8-16d 14667 2000 2000 3755 4320 4695 1865 2000 3185 3660 3980 HGUS28-3 5�/, 12 416 7y 4 36-16d 10-16d 25180 2650 2650 6245 7185 7810 2330 2650 5335 6135 6665 HGUS210-3 7+y16 12 4+9f6 9y6 4 46-16d 12-16d 28333 3415 3665 7890 8665 8665 2795 3355 6745 7755 8430 HHUS210-3 8y 14 41X6 9 3 30-16d 10-16d 22167 2855 3430 5190 T 5900 5900 2330 1 2795 4385 1 90401 5480 2 QUADRUPLE 2x SIZES oads HHUS210-4 BY 14 6 81 3 30-16d 10-16d 22167 2855 3430 5190 5900 5900 2330 2795 4385 5040 5480 I.Uplift been y y6 /, have been 4x SIZES increased 33% LUS46 49e 18 3% 1 4% 2 4-16d 4-16d 60761 1140 11651 1000 1 1150 12501 925 1 1115 1 820 1 9451 1025 and 60%for HGUS46 42X6 12 3% 1 4% 4 20-16d 8-16d P14667 2275 2735 3755 4320 4695 1865 2000 3185 3660 3980 earthquake or HHUS46 4X6 14 3% 5y6 3 14-16d 6-16d 1550 1550 2580 2965 3225 1395 1550 2165 2490 2710 wind loading with no further LUS48 4% 18 3% 6% 2 6-16d 4-16d 1140 1165 1265 1455 1585 925 1115 1050 1210 1315 ncreaseallowed. HUS48 6y6 14 3X6 7 2 6.16d 6.16d 1550 1550 1505 1730 1885 1315 1550 1240 1425 1550 Reduce by 33%HHUS48 6y2 14 3� 7 3 122-16d 8-16d 2000) 2000 38851 4465] 4855 1860 2000 3275 3765 4095 and 60%for HGUS48 51X6 12 3% 7y,6 4 !36-16d 10-16d 25180 2650 j 2650 6245 1 7185 7810 2330 2550 5335 j 6135 6665 normal loading LUS410 6y, 18 3% 83; 2 8-16d 6-16d 10906 1550 1550 1765 2030 2210 1390 1550 1465 1680 1830 as in cantilever HHUS410 8� 14 35/6 9 3 30-16d 10-16d 22167 2855 3430 5190 5900 5900 2330 2795 4385 5040 5480 construction. HGUS410 71X6 12 3% 9 4 46-16d 12-16d 28333 3415 3665 7890 8665 8665 2795 3355 6745 7110 7210 HGUS412 9% 12 3% ' 101,(6 4 56-16d 14-16d 35000 3985 4780 9365 10305 10440 3260 3910 7130 7305 7425 HGUS414 116 12 3% 121/,6 4 66-16d 16-16d 350001 4555 5000 F1 1 10525 10660 3725 4470 7295 7500 7635 101 1 (BO197- 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 BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 WEBS 2x4 SP #3 PSF. SPECIAL LOADS ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 0.00 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TC From 114 PLF at 0.00 to 114 PLF at 20.00 BC From 4 PLF at -1.65 to 4 PLF at 0.00 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE BC From 30 PLF at 0.00 to 30 PLF at 20.00 ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. W4X4 7 1— � 7 W3X3% W 3 X 3 W5X8= W5X8 �8-1-2 [_I-6-0� L 10-0-0 10-0-0 fF 20-0-0 Over Continuous Support R=146 PLF U=64 PLF W=20-0-0 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5j QTY:I 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--2 5 1 4 5 BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED NY TPI (TRUSS PLATE _ INSTITUTE, 583 D'ONOFR10 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 1� "' TC DL 7.0 P S F DATE 03/15/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED v' B C D L 5.O P S F D R W HCD$RISI D2D74021 PROD Uf,7S, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAiI URF TO X�� A BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND ;> •••• •••'F ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN = GC LL 10.0 P S F HC-ENG MAC/MM A SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO #�?� i V TOT.L D. 42.0 P S F S E O N - 18119 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERDAWL NGS I s �I E SPONSl8160ITY SOLELYTFORSTHEEAL TRUSSON IC0 PONENI DESIONS DRAWING TES SHOWNCEPT4THE SUINCE OF TABILITYIAND USENAL Alpine Engineered Products,Inc. RS 7V��'-.A�,,(l1Ht0 = O U R FAC 1 2 5 FROM K E N . . . ElatneS(ttY,FL 338Q4 COMPONENT FOR ANY PARTICULAR BQILDING iS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Mar 11R �\ SPACING S E E ABOVE FL Certificate ofAuthorization#567 ANSI/TPI 1-1995 SECTION 2. I I (80197- - A2) 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 BOT CHORD 2x6 SP #2 N ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 WEBS 2x4 SP #3 PSF. SPECIAL LOADS ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 20.00 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BC From 4 PLF at -1.65 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 5.57 BC From 90 PLF at 5.57 to 90 PLF at 14.62 BC From 30 PLF at 14.62 to 30 PLF at 20.00 W4X4 W1.5X4 III W1.5X4 III 7 F— 7 6.8 1-2 W3X5(A1) = W3X5= W3X5 = W3X5(Al) L,I-6-0j L, 10-0-0 _I 10-0-0 _I LE 20-0-0 Over 2 Supports J R=1205 U=531 W=3.5" R=1109 U=488 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD i9 .5d_ QTY:!+ FL/-/3/-/E/-/- Scale =.3125° Ft. `*WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND �i T C L L 2 0.0 P S F R E F R 1 5 1--25146 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE - INSTITUTE, 583 D'ONGFR10 DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ~M' T C D L 7.0 P S F DATE 03/15/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED y STRUCTURAL PANELS, BO7T OM CHORD SN ALL HAVE A PROPERLY ATTACHED RI610 CEILING. �`�....�� T "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED `; ��Fic'• � 9 C DI 5.0 P S F D R W HCUSR151 02074022 PRODUCTS, INC„ SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 4,t BUILD TME TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND j - • �•, C L L 10.0 P S F HC-ENG MAC/MMA ALPINE GRACING OF TRUSSES, HIS DESIGN CONFUR MS WITH APPLICABLE PR OY ISIONS OF NDS (NATIONAL DESIGN = f t j , SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT.L D. 42.0 P S F S E O N - 18116 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 2'�7�.. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER W—' y w�, (may -�- QRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �_��:�� D(�(�•F A C 1.25 FROM K E N AlPllle E'11gineered Product$,IIIc. RE'PON SID[LIT'f SOLELY FOR THE TA U55 COMPONENT DESIGN SHOWN. THE SU[TAB IF ITV AND USE OF THIS )r'••,- ++•,"• �� IlflllleS City,FL 33&44 COMPONENT FOR ANY PARTICULAR BUILDING IS TME RESPONSIBILITf OF THE BUILDING DESIGNER, PER Mar r �p.�. SPACING S E E ABOVE FL Certificate of Authorization#567 ANSIJTP1 1-1995 SECTION 2. — (80197- - A3) 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 BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 WEBS 2x4 SP #3 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. #1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. W5X5= W3X5= W5X5 W3X6% 7 F-- Li 4-5-5 W5X7 W3X8= W3X8= W3X3 —� 4.61 8-1-2 W3X6(A5R) 1� 1-6-0 3J 7-0-0 _I_ 8-3-8 I 5-6-0 T 9-9-8 �I fE 15-3-8 Over 2 Supports— J R=1231 U=667 W=3.5" R=1423 U=726 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.54 QTYFL/-/3/-/E/-/- Scale =.375" Ft. **WARNING*` TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R151--25147 BRACING. REFER T(' HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO .w,y 1 C D L 7.0 P S F DATE 03/15/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. *IMPORTANT** FURNISH A COPY OF THIS UESI GN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED V •.�/ BC DL 5.Q PSF DRW HCUSR151 D2D74024 _IMP S, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEV[AT ION FROM THIS DESIGN; ANY FAILURE TO Ff' n�� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND 8(` L L 10.Q P S F H C-E N 6 MAC/MMA 7ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NUS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAI STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO .p;� ^^CC TOT.L D 42.0 P S F S E Q N - 18120 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS Df.SIGN, POSITION CONNECTORS PER T. .K — p. gRAWINGS 160 A-Z. THE SEAL ON THIS DR ANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING e.!>'_'• aC1 p,�'.,r� [1UR.FAC. 1.25 FROM KEN AI me En ineered Products,Inc.lnC. RESPONSIBILITY SOL ELti FOR THE TRUSS fOMPONENT DE S[GN SHOWN ME SUIT AB IL[TY ANU USE ER THIS t (s Fificat City,FL 33 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, FEft (�a S P A C I NG S E E ABOVE FL CertificateoYAuthorization#567 ANSI7TPI 1-1995 sec1TDN z. (80197- - 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, NOT BOT CHORD 2x4 SP #2 N :133 2x6 SP #2 N: LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. SPECIAL LOADS ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 36.65 (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE BC From 4 PLF at -1.65 to 4 PEE at 0.00 OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. BC From 30 PLF at 0.00 to 30 PLF at 20.88 BC From 90 PLF at 20.88 to 90 PLF at 30.42 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BC From 30 PLF at 30.42 to 30 PLF at 35.00 BC From 4 PLF at 35.00 to 4 PLF at 36.65 SHIM ALL SUPPORTS TO SOLID BEARING. W5X7= W1.5X4 III W3X5= W5X5 W3X5 W1.5X4 III 7 r— (A) —I 7 W3X5= 2-0-0 J 4.61 -L 1Lj 8-1-2 W5X5= M B3 W3X5(A1) W5X5= 143X5 = W3X5= W3X5(Al) W5X9(R) III 11-6-ol� ,I ±JO - 15-1-12 9-0-0 _I_ 17-0-0 _I_ 9-0-0 I 5-6-0 T 29-6-0 LE 35-0-0 Over 3 Supports J IR=707 U=351 W=3.5" R=1755 U=617 W=3.5" R=1233 U=433 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 1.9,.4 0FY: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 8 1 5 1--25148 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'GNOFRIO R. SUITE 200, MADISON, WI 53719), fOR SAFETY PRACTICES PRIOR TO yr,-.rw~MW PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IIOFCATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ^,` T C. D L 7.0 P S F D A T E 03/15/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V�� j/�t **IMPORTANT*-` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED � � F • BC DL 5.0 PSF DRW HCUSR151 02074025 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 ��e C L L 1 0+0 P S F H C-ENG MAC/MMA 7ALPINE BRACING Of TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN f : ' Ifo. _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 CR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 42.0 P S F S E Q N - 18114 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DE S[ON, POSITION CONNECIORS PER 4�>A _ j DRAW INGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PR UFESSIONAL ENGINEERING :�I-(lam'+. ,ON,� 7 D U R.FAC. 1.2 5 FROM K E N Alpine E'11gI11CCrCd PC0dl1Ct$,Inc. RESPONSIBILITY SOLELY' FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITAB LLITY AND OSE OF THIS U Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a r� �Nr''� SPACING S E E ABOVE FL Certificate of Authorization#567 ANSI7TPI 1 1995 SECTION 2. �.+ (BO197- - B2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N :B3 2x6 SP #2 N: LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 :W5 2x4 SP #2 N: TCDL=3.5 PSF, WIND BCDL=2.5 PSF. SPECIAL LOADS ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. --(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 36.65 (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE BC From 4 PLF at -1.65 to 4 PLF at 0.00 OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. BC From 30 PLF at 0.00 to 30 PLF at 19.85 BC From 90 PLF at 19.85 to 90 PLF at 29.12 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BC From 30 PLF at 29.12 to 30 PLF at 35.00 BC From 4 PLF at 35.00 to 4 PLF at 36.65 SHIM ALL SUPPORTS TO SOLID BEARING. W5X7 = W1.5X4 III W3X5= W5X5 W3X5 4- W1.5X4 III W5 7 r (A) 7 W3X5= 2-0-0 J 4.61 8-1-2 W5X5 W3X5 = 63Z W3X5 W3X5(AI) W5X5 = W3X5(Al) W5X9(R) III 11-6-DI_ _I 1-� 15-1-12 I 11-0-0 I 13-0-0 _1_ 1.1-0-0 _I 1 5-6-0 1 29-6-0 35-0-0 Over 3 Supports j R=703 U=369 W=3.5" R=1787 U=628 W=3.5" R=1189 U=427 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) S).5d OTY:l FL 3 E - Scale =.1875" Ft. **WARNING"` TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND -^ ^� T C L L 20.0 P S F R E F R151-25149 BRACING. REFER TO PTO 91 (HANDLING INSTALLING ANU BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONO FRIG I) ' SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRI OR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `1 e� T C D L 7.O P S F DATE 03/15/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G' ? IMP,)RTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED +Z1Hk• � BC DL 5.0 PSF DRW HCUSR151 02074030 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO C�P � - U BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ; CIC LL 10.0 P S F HC-ENG MAC/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN = SPECIFICATION PUBLISHED HY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AI.PINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR GALV. STEEL. EXCEPT AS NOTED. APPLY CGNNECTORS TO i �, ` TOT.L D 42.0 P S F S E A N - 18112 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 4 /�` •� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING aVi1 • `'�ORt�Q:= „�' D U R.FAC. 1.25 F ROM K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILIIY AND USE OF THIS 7• •} TlainesCity,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Ma,YI 'f 'r'`7�Q{:� SPACING SEE ABOVE FL Certificate of Authorization#567 AN9IITPI 1-)995 SECTION 2. (BO197- - B3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N :B3 2x6 SP #2 N: LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 :W6, W9, W10 2x4 SP #2 N: TCDL=3.5 PSF, WIND BCDL=2.5 PSF. SPECIAL LOADS ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 36.65 (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE BC From 4 PLF at -1.65 to 4 PLF at 0.00 OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. BC From 30 PLF at 0.00 to 30 PLF at 18.31 BC From 90 PLF at 18.31 to 90 PLF at 28.41 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BC From 30 PLF at 28.41 to 30 PLF at 35.00 BC From 4 PLF at 35.00 to 4 PLF at 36.65 SHIM ALL SUPPORTS TO SOLID BEARING. W3X6 W1.5X4 III W5X5= W5X5 W1.5X4 III W3X5 W6 W1.5X4 III 7 r- A) (A) 1 7 W10 W9 W3X8= 2-0-0 4.61 18-1-2 145X5= M 63 W3X5(Al) -- W5X5 = WN6= W3X5= W3X5 Al W5X9(R) III 11 0 I_ 15-1-12 13-0-0 _I_ 9-0-0 I 13-0-0 �I I� 5-6-0 29-6-0 fE 35-0-0 Over 3 Supports J R=700 U=390 W=3.5" R=1853 U=651 W=3.5" R=1176 U=442 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.55 OTY:1 FL/-/3/-/E/-/- Scale "WARNING`* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND -~4—` �C L L 20,0 P S F R E F R151-25150 BRACING. REFER TO HIS 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INST I TOTE, 583 D'ON0 FRIO DR., SUITE 200, MADISON, W1 53719), FOR SAFETY PRACTICES PRIOR TO .....rr T C D L 7.0 P S F DATE 03/15/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ` *`IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED .�`F' (� g C D L 5.0 P S F D R W HCUSR151 02074034 PRODUCTS, INC. SHALL N0T BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AN FAILURE TO �'•�•••••'�'•SP ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND i ' I L 10.0 P S F HC-ENG MAC/MMA BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN d * = 7 = DD SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE I D •D P S F S E O N - 18110 CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Sj: t:4 1 .L D. 4 2 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 G�'••.+•Z pR�pP;' D U R.FAC. 1.25 FROM K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS s� Haines CITy,FL 11144 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a r � � F SPACING S E E ABOVE FLCer[ificateofAuthorization#567 ANSI/TPI 1 1995 SECTION 2. (B0197 B4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15,00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N :B3 2x6 SP #2 N: LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 :W5, W6, W7 2x4 SP #2 N: TCDL=3.5 PSF, WIND BCDL=2.5 PSF. SPECIAL LOADS ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 36.65 (B) lx4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE BC From 4 PLF at -1.65 to 4 PLF at 0.00 OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. BC From 30 PLF at 0.00 to 30 PLF at 20.00 BC From 90 PLF at 20.00 to 90 PLF at 29.35 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BC From 30 PLF at 29.35 to 30 PLF at 35.00 BC From 4 PLF at 35.00 to 4 PLF at 36.65 (A) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES & GRADE OR BETTER. ATTACH WITH 10d NAILS @ 6" OC. SHIM ALL SUPPORTS TO SOLID BEARING. W6X6 W5X7 W3X5% W3X5 0� W5 W7 7 r (B) 7 WH5% (A) W1.5X4 III W6 W3X5 = 2-0-0 J 4.61 1 1 8-1-2 W3X5(Al) W5X5= 145X5= W3X6 = 63 W3X5= W3X5(A1) W5X9(R) III 116-01E 15-1-12 1 15-0-0 _I_ 5-0-0 _1_ 15-0-0 _I CE 5-6-0 29-6-0 �E 35-0-0 Over 3 Supports j R=692 U=408 W=3.5" R=1803 U=638 W=3.5" R=1188 U=455 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d QTY 1 FL 3 E Scale —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND Y L L 20.0 P S F R E F R151--25151 BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SB3 D'ONOFft30 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �~� - T C D L 7,O P S F DATE 0 3/1 5/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ``, STRUCTURAL PANELS, HOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. J�,...••"•' 'pT' "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �yF� P/(, DL 5.0 PSF DRW HCUSR151 02074086 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO = �1 1� { BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND t. C, .L 1 O.0 P S F HC-ENG MAC/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS HITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ' t t N SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF By ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO -P�4 �r1 O?•L D• 42•0 P S F S E O N - 18108 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER iir.�•,; j• a D U R.FAC. 1 2 5 FROM K E N DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �j� �• R1a�•''it'W ' Alpine Engineered Products,Inc. RESPONS[B ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF IH IS 3 Haines City FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a r �I W7' � I SPACING S E E ABOVE FL Certificate of Authorization#567 ANSIiTPT 1-1995 SECTION 2. (60197- - B5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN HGT• ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N :B3 2x6 SP #2 N: LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #2 N :W1, W2, W3, W4, W11 2x4 SP #3: TCDL=3.5 PSF, WIND BCDL=2.5 PSF. SPECIAL LOADS ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 36.65 (C) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE BC From 4 PLF at -1.65 to 4 PLF at 0.00 OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. BC From 30 PLF at 0.00 to 30 PLF at 18.00 BC From 90 PLF at 18.00 to 90 PLF at 28.69 (B) 2x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE BC From 30 PLF at 28.69 to 30 PLF at 35.00 OR BETTER. ATTACH WITH 16d NAILS @ 6" OC. BC From 4 PLF at 35.00 to 4 PLF at 36.65 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. (A) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES & GRADE OR BETTER. ATTACH WITH 10d NAILS @ 6" OC. W5X5= 5X4 III SHIM ALL SUPPORTS TO SOLID BEARING. Wl. W5X5 C W3X5 W3X5 0 7 r- W4 -( 7 W5X5 W5X5 (A) (C) (C) W2 W3 W1 W11 W3X5= 2 0-0 B J 4.61 -L 8-1-2 W5X5= B3 W3X5(Al) W5X5= W5X8= W3X5 = W3X5(A1) W3X5 I1 6-01E _I 0� 16-5-8 1 L, 17-0-0 II D I_ 17-0-0 _5501 5-6-0 T 10-8-15 T� 18-9-1 35-0-0 Over 3 Supports R=727 U=417 W=3.5" R=1982 U=701 W=4.95" R=1055 U=437 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5 _;QTY-? FL 3 E - Scale =.1875" Ft. "WARNING*" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND 'T L. L L 2 0,0 P S F R E F R151-25152 BRACING. REFER TO HIM 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONO FR IO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C DI_ 7.0 P S F DATE 03/15/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. d`�A]`�` *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI NEEftED v1' '•f / BC! DL 5.0 P S F D R W HCUSR151 02074098 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO , �� 1Q�,••�j p BUILD TME TRUSSFS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND `• •, f ,U L L 10.0 P S F HC-ENG MAC/MMA A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN * ,l SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE [ CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO L ;�'. �.. ,� i OT.LD. 42.0 PSF S E Q N - 18106 EACH FA OF TRU 55. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTDRS PER ?:�1.�• w� D U R.FAC. 1.25 F R 0 M K E N DRAWINGS 160 A-Z. THE SEAL ON TH75 DRAWING INDICATES ACCEPTANCE DF PROFESSIONAL ENGINEERING /I, At 6RtQP�• Q R Alpine Engineered Products,Iuc. RE SPoesIBIL ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITA8IL ITY AND USE OF THIS t 2P 'M. (y� Ilatn's City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M d rk FN SPACING S E E ABOVE FL Certificate ofAuthori]ation#567 ANSI/TPI 1-1995 SECTION 2. �'��4 JA' 1 _ .'I (80197- - 86) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N :B3 2x6 SP #1 Dense: LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 :W4, W6, W7, W8 2x4 SP #2 N: TCDL=3.5 PSF, WIND BCDL=2.5 PSF. SPECIAL LOADS ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 36.65 (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE BC From 4 PLF at -1.65 to 4 PLF at 0.00 OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. BC From 30 PLF at 0.00 to 30 PLF at 18.72 BC From 90 PLF at 18.72 to 90 PLF at 28.96 (B) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES & BC From 30 PLF at 28.96 to 30 PLF at 35.00 GRADE OR BETTER. ATTACH WITH 10d NAILS @ 6" OC. BC From 4 PLF at 35.00 to 4 PLF at 36.65 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W5X5= SHIM ALL SUPPORTS TO SOLID BEARING. W1 .5X4 III Wl.5X4 III WH5 (A) W6 7 r— (A) 7 W5X5% (B) W5X5 W4 (A) W8 1,17 4.61 W3X8= 2-0-0 —' � 8-1-2 145X5 W5X5= 83 W3X5 W3X5(Al) W5X5 = W3X5(A1) W3X5 1 6-0 1 6 0 �� 18-4-0 J I_ 17-6-0 I 17-6-0 _I r 5-6-0 T 29-6-0 LE 35-0-0 Over 3 Supports IR=806 U=444 W=3.5" R=2020 U=717 W=4.95" R=911 U=428 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19,5U OTY: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--25153 BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 111 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �yfA�yMr T C D L 7.0 P S F DATE 0 3/1 5/0 2 PEREORMI NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED I�' 1. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. J t� n **'IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t Nr l'C Dl. 5.0 PSF DRW HCUSR151 02074036 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO (L�••••`•ql•. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND V F DC L L 10.0 P S F FIC-ENG MAC/MMA 7A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ND' (NATIONAL DESIGN t! SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE i i CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ;j5 /1C (�jc T 0 .L D. 4 2.0 P S F S E Q N - 18104 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �(�i O t, DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��f�•; 1�R�� ^ D U R FAC. 1 2 5 FROM ICE N Alpine Engineered Products,Inc. RE SPONSiBIL[TY SQL ELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THIS CC Hames C* FL 33944 OMPONENJ FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M d1` 1 SPACING S E E A B O V E FLCertificateofAuthorizationt1567 ANSIETPI 11995 sECTIQN 2. I I I ' . .; 11 1 (B0197- - B7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MER. TOP CHORD 2x4 SP #2 N :T1 2x4 SP #1 Dense: 120 MPH WIND, 13.08 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #1 Dense LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. FILLER 2x4 SP #2 N ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.51" DUE TO LIVE LOAD AND 0.21" DUE TO DEAD LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. W5X5 W3X5% W 3 X 5 7 r W5X8% (A) (A) 7 W5X8� (A) (A) W 6 X 8 T1 HS412 W3X6- W5X8= 4.61 `— 4.61 A, 8-1-2 W5X12(F1) W1.5X4 III W3X6 Wl.5X4 III W5X9(FI) W1.5X4 III Wl.5X4 III W5X5 W2X4= WI III 1-6-0 L 17-6-0 �_ 17-6-0 �J f 5-6-0 T 24-0-0 35-0-0 Over 2 Supports J R=1561 U=582 W=3.5" R=1561 U=584 W=3.5" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STD .19.5d V Y:7 FL/-/3/-/E/-/- Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0 0 P S F R E F R 1 5 1--25154 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE l• INSTITUTE, 583 D'ON DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ..'M1�NyMr T C D L 7.0 P S F DATE 03/15/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHEDr'` � STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V /� p **IMPORTANT— FURNISH A COPY OF THIS OF GN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •�IF Y ;r EIC DL 5.0 PSF DRW HCUSRISI 02074037 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO V41.1 ••• t� BUILD THE TRUSSES [N CONFORMANCE WITH Tp[; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND _• C L L I O,O P S F H C-ENG MAC/MMA 7ALPINE BRACING OF TRUSSES. THIS DESIGN CUNFURMG WITH APPLICABLE PROVISIONS OF NDS (NATIONAL GE SIGN # SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND P.AP ER ASSOCIATION) AND TEL ALL y7 CONNFC TORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EkCEPT AS NOTED. APPLY CONN ECIORS TO T "� q rD T•L D. 4 2.0 P S F S E Q N - 18005 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ONICA THIS DESIGN, POSITION CONNECTORS PER i(Ir Alpine Engineered Products,L1C. RESPCHS18i DTY SOLELYTFORHE STHI TRUSSICGMPONENT DE OSIGNTSHOWryES CEPTATNE NCE �UTTABILITYOAND USENAL IGFETHIS RS ING �� " a� Z�1► D u R•FAC. 1.25 FROM KEN r.•n�c C� Maines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a r�. LL� S PACING 2 4.0" Fl, CClftFCflfCOfAuthOnzanOn#567 ANSI/TPI _-1995 SECT70N 2. 1 ''I ' (BO197- - B8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T1 2x4 SP #1 Dense: 120 MPH WIND, 13.08 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #1 Dense :B3, B4 2x4 SP #2 N: ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 WEBS 2x4 SP #3 PSF. FILLER 2x4 SP #2 N ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.31" DUE TO LIVE LOAD AND 0.13" DUE TO DEAD LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. W5X5 W3X5 r�� W3X5 W3X5 7 r W 5 X 8% (A) —I 7 W 5 X 5 (A) T1 HS412 B3 J 4.61 W3X6 8 8-1-2 W3X8 W5X12 = 64 W5XI2(F1) l W1.5X4 III WI.5X4 III W1-5X4 111 W1.5X4 III W3X5(Al) W1.5X4 III W5X5= W6X6 W1.5X4 III 11 � L�j L-C 5-6-0 17-6-0 _I_ 17-6-0 18-0-0 1 3-0-0 8-6-0 35-0-0 Over 2 Supports J R=1561 U=582 W=3.5" R=1561 U=583 W=3.5" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STD 19.5d OTY:4 FL 3 E - Scale =.1875" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND fr -- T C L L 20.0 P S F R E F R151-25155 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 D'ONCT IN Dft., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO 1.0 D L 7.Q P S F DATE 0 3/1 5�0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED /" STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V��:••••.,'r/j *'IMPORTANT— FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t►F��• BC DL 5.O PSF DRW HCOSR151 02074039 PRODUCTS, INC. SHALL. NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO '�(r /�•! ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BC LL 10.0 P S F HC-ENG MAC MMA BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 2 f t '�PECIF ICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE �. 7 ,ONNEC TORS ARE MADE OF 20GA ASTM A153 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO p TGT.L D. 42.0 P S F S E Q N - 18009 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OFST G N, POSITION CONNECTORS PER �%�,n-, W DRAWL GS 160 A-Z. THE SEAL ON THIS DRAWING IND7CATI ACCEPTANCE OF PR DFESSIONAL ENGINEERING - �=i5f`.�L• a P d 4 l7 U R.FAC. i :25:::::] F ROM K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS y �� Haines City,FL 33844 OMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M d r SPACING 24.0" FL Certificate of Authorization 8567 NSIYTP7 'F ;ECTIDN 2. �.ti� (BO197- - B9) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense :T2, T3 2x4 SP #2 N: 120 MPH WIND, 13.08 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #1 Dense LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. FILLER 2x4 SP #2 N ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.50" DUE TO LIVE LOAD AND 0.20" DUE TO DEAD LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY BRACE BC ABOVE FILLER AT 24" OC, DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. W5X5 = W3X5 (A) W3X5 T2 T3 7 r (A) 7 W5X8% W5X8 a (A) ;(A) W1.5X4 III W5X8= W3X6 —I 4.61 �4.6 4.61 ` J,_8-1-2 WF1 W1.5X4 III HS412 5X12 ( ) � HS412 - W3X6= W5X12(FI) Ui,�, W30 3= LLJO 11-0-0 24-0-0 17-6-0 _I_ 17-6-0 �{ 5-6-0 T 24-0-0 5-6-0 1 i--' 35-0-0 Over 2 Supports =f I R=1561 U=580 W=3.5" R=1561 U=582 W=3.5" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STD 19.'5d QTY:4 FL/-/3/-/E/-/- Scale =.1875Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND '�IC I I �J n C R F F R 1 5 1--25156 ISRAI-ING. REFER TO HIO 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE L L. L PSF INSTITUTE, 583 5'ONOFRIO (HANDLING 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO r,)tl TC DL 7.0 PSF DATE 03/15/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �`•�� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V p IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED + �'t IFIL•, B C D L 5.0 P S F D R W HCUSR151 02074040 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEY IATION FROM THIS DESIGN; ANY FAILURE TO •� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO + [ • ALPINE BRACING OF TRUSSES. THIS DESIGN CU NFORMS WIT' APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN •f }_* B L L L 1 0.0 P S F HC-ENG MAC/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AN TPI. ALPINE /fit IF¢� TOT.LD D. 4']�0 PSF SEON - 18102 CONNECTORS ARE MADE OF 2CGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO _ 3! :!r O L L EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER t ^�^• (�A •�/ DRAWINGS 16 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PR OFE SSIONA! ENGINEERING 16 3�F� R,^,r�� OUR.FAC. I.2 5 FROM K E N Alpine Engineered Products,Inc. RESP NS1811,0T`,[ SGLELY FOR THE TRUSS COMPONENT DESIGN SHONN. HE SUIT ABILITY AND USE OF THIS ', Haines City,FL 33814 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER - ��'��" SPACING 2 4,0" FL Certificate of Authorization#567 ANSIiTPt I-19 5 SE 2. Ma`, .,,y,,...wo I 1 . .; 1 (60197- - 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 BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 WEBS 2x4 SP #3 :W4, W5, W6 2x4 SP #2 N: PSF. SPECIAL LOADS ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. ------(LUMBER DUR.FAC.=1,25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 5.80 (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE TC From 114 PLF at 5.80 to 114 PLF at 26.00 OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. TC From 54 PLF at 26.00 to 54 PLF at 36.65 BC From 4 PLF at -1.65 to 4 PLF at 0.00 SHIM ALL SUPPORTS TO SOLID BEARING. BC From 30 PLF at 0.00 to 30 PLF at 35.00 BC From 4 PLF at 35.00 to 4 PLF at 36.65 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W5X5 = W3X5 0� W 3 X 3 WH5% W5 W 3 X 5 W3X5% W30 (A) (A) T2 W5X9(R) 0 W3X8 W4 (A) W6 W5X8= —' 4.61 4.61 ` J 4.61 4.61 ` 8-1-2 W5X5 = W5X7 W5X5= W3X8= W5X5= W5X5 W3X5(A1) IE6�1_ 10-10-4 ��E 6-3-8 1, 17-6-0 _�_ 17-6-0 5-6-0 T 5-2-8 10-1-0 T 5-2-8 T 5-2-8 T 3 9 8 fE 35-0-0 Over 4 Supports R=325 U=229 W=3.5" R=1587 U=558 W=3.5" R=876 U=346 W=3.5" R=1547 U=544 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD _ 19.Sd QTY FL/-/3/-/E/-/- Scale —" ARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R 1 5 1--25157 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ON0I DR., SUITE 200, MAD15ON, WI 53719), FOR SAFETY PRACTICES PRIOR TO - `��'w -�C D L 7,O P S F O A T E 03/15/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TGP CHORD SHALL HAVE PROPERLY ATTACHED �L.1. �� STRUr_TER AL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ,*IMPORTANT*' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Jj '(IFI 8 C D L TJ,0 PSF D R W HCUSR151 02074210 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 i i B C L L 1 O,0 P S F HC-ENG MA C MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OF FEN * _ NCL •# / SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) .AND TPI. ALPINE i 9= r CONNECTORS ARE MADE OF 2OGA ASTM A658 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO i u� uj' s(� TOT.L O. 42.0 P S F S E Q N - 18029 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER • ��/ �DUR.FAC�. 1.25DRAWINGS 16G A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCEOf PROFESStONAL ENGINEERING -�ir':'r�C OptOP'�ti FROM KEN Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TME SUITABILITY AND USE OF THIS 4Raines City,Fl. 33844 COMPONENTFDR ANY P.AR 7I CUI AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING Df SIGNER, PER • PACING SEE A80VE FL Certificate ofAudiorizationli567 ANSI/TPI 1 19e5 SECTION 2. Mar'#+$,,, ,,. (80197- C2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 13.08 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 WEBS 2x4 SP #3 :W4, W5, W6, W7 2x4 SP #2 N: PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. DEFLECTION MEETS L1360 LIVE AND L/240 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. f� W5X5 W3X5 W 3 X 5 W5 W3X5 7 r � 7 W5X5 (A) (A) W7 W W5X5 W6 J 4.61 4.61 `— J 4.61 4.61 W3X5(Al) W5X5 W5X7 = W5X5= W3X8 = W5X5= W5X5= W3X5(Al) _ L 6 10-10-4 6-3-8 11 IF 17-6-0 I 17-6-0 J 5-6-0 - 5-2-8 i 10-1-0 1 5-2-8 1 5-2-8 1 3-9-8 �— 35-0-0 Over 4 Supports j R=319 U=222 W=3.5" R=985 U=353 W=3.5" R=731 U=340 W=3.5" R=1087 U=338 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19_54 Q'[Y:I FL/-/3/-/E/-/- Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND ^^^ T C L L 2 Q.Q P S F R E F R 1 5 1--25158 BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 IT '''RIO UR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED —900 T(. DL 7.0 P S F DATE 03/15/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V�• TA p *'IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED . = rF+ ,'TB C OL 5.0 P S F D R W HCUSR151 02074047 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE EOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES ]N CONFORMANCE WITH TPI, OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND Z `� g C L L 10.0 P S F H C-ENG MAC/MMA ALPINE BRACING OF TRUSSES THIS DESIGN CONF UR MS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN f =t SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE i CONNECTORS ARE MADE OF 20GA ASTM AS5 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO L b: FQ TOT.L D. 42.0 P S F S E A N - 18032 EACH FACE OF TRUSS, AND UNLESS OTHERNISE LOCATED ON TH[S DESIGN, POSITION CONNECTORS PER ' 0 .• U U R.FAC. 1.25 FROM K E N DRAWINGS 160 A 2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROfESSIONAt ENGINEERIMG G•�' •� Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS � 1�(`[Y (_ HanestClty,FL 33944 LOMPONE NT FOR ANY PARTICULAR BUILOLNG IS THE 81 TY OF THE BUILDING DESIGNER, PER {�a r�l l,R V SPACING 2 4.0" FL Certificate of Authorization#567 ANSI/TPI I-1995 SECTION 2. "'ib .4„y, _.. - 1 (BO197- - D1 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_nalls) 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 -2.15 to 54 PLF at 0.00 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS TC From 114 PLF at 0.00 to 114 PLF at 11.00 IN EACH ROW TO AVOID SPLITTING. TC From 54 PLF at 11.00 to 54 PLF at 13.15 BC From 4 PLF at -2.15 to 4 PLF at 0.00 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. BC From 30 PLF at 0.00 to 30 PLF at 11.00 BC From 4 PLF at 11.00 to 4 PLF at 13.15 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. W4X4 W3X3 W3X3 7 F— � 7 W5X12 W5X5= W5X12 —� 4.61 4.61 1— W3X6; �8 1 2 W3X6 s L-2-0-O----J L-2-0-0----J —i5-6-0 E 5-6-0 rE 11-0-0 Over 2 Supports =� R=912 U=483 W=3.5" R=912 U=483 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d QTl`:1 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--25159 DR ACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 07HERWISE IN)ICATED, 101 CHORD SHALL HAVE PROPERLY ATTACHED r� T C D L 7.0 P S F DATE 03/15/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V ...:e"'� //( pp **IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED � ,e(1F �' B.0 DL 5,0 PSF DRW HCUSR151 02074119 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OA FABRICATING, HANDLING, SHIPPING, INSTALLING ANO j. V • BC ,L 10.0 P S F HC-ENG MAC/MMA ALPINE BRACING OF TR US 5E THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OFSION SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ac F T Q T.L D. 4 2.0 P S F S E A N - 18098 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT A$ NU TED. APPLY CONNECTORS TO x 1�0 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER }('Rk. .�!.G4 DRAWINGS J6D A-2. THE SEAL ON THIS DNAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING "Gf ';�[ ��y7Q D U R.FAC, 1.2 5 FROM K E N 1�plllB E'i1g111CC7C(I piOdllClS,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �' �j",�"•�L..eC' ITa1T1C5 C1Ty,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Mar l�'; r,� SPACING SEE ABOVE FL CertificateoCAu[horization#567 ANSt1TPt T-Ie9s secnQN 2. - (80197- - D2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 9.58 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 WEBS 2x4 SP #3 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W4X4 7 F 7 W5X5 — 4.61 4.61 1— A8-1-2 W2X4(A1) W2X4(Al) L,1-6-0 3J 5-6-0 5-6-0 fF 11-0-0 Over 2 Supports J R=563 U=335 W=3.5" R=453 U=209 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d QTY:3 FL/-/3/-/E/-/- Scale *'WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--25160 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 0 3/1 5/0 2 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. O -f MPORTANT"`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED j1F1 B C D L 5.0 P S F D R W HCUSR151 02014053 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �.�yi9/''+yt{�'� BUILD THE TRUSSES IN CONFORMANCE WITH TP 1; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND -ENG,••••V•• \'a g C L L 1 0.0 P S F H C-ENG MAC/MMA ALPINE BRACING GF TRUSSES THIS DESIGN CONFDRMS WITN APPLICABLE PROP IS[ONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE + ^r .. T O T L D 42.0 P S F S E A N 18100 CONNECTORS ARE MADE OF 20GA ASTM A653 OR40 GAL V. STEEL, EXCEPT AS NOT EO. APPLY CONNECTORS TO '��. lR' EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNEC IOR5 PER Alpine EllgillCCIE(�Pi'O(IUCYS,IIIC. RESPONS[BILAWIN OITY SCUTELY THE FOR SEA LTHE OTRUSSI CCDM PONENT DESI6NT SHO WNCCE PTANHE OF PROF SSSU[TAB IL ITYO AND USENAT INGI Of ER HNGS,/t�oA,QPj,..``� jlUR.FAC. 1.25 FROM IGEN Flalne5 CRy,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 8f (y��-p r SPACING FL Certificate of Authorizationtl567 ANSI/TPI 10199E SECTION 2. ��.FT i�— (80197- E1) 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 BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 WEBS 2x4 SP #3 PSF. SPECIAL LOADS SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 114 PLF at 0.00 to 114 PLF at 11.00 SHIM ALL SUPPORTS TO SOLID BEARING. BC From 30 PLF at 0.00 to 30 PLF at 11.00 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. + MEMBER(S) TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. W4X4 7 7 W5X12 ; W5X12 9-10-13 W3X8 + W5X7(R) III 4.61 I-- W3X80 0-0-4 � �8-9-00-0-4 —J 4.61 + + + + 8-1-2 -3-1-12 ,IE 2-8-8 SIE 3-0-0—� ---5-6-0 5-6-0 IE 11-0-0 Over 5 Supports J R=261 U=180 W=3.5" R=521 U=295 14=3.5" R=178 U=180 W=3.5" R=323 U=180 W=3.5" R=300 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19 Id QTY:1 FL/-/3/-/E/-/- Scale =.375" Ft. ""WARNING'* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R 1 5 1--25161 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE - INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO ,�/ �� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED " G\ YA Ay. TC DL 7.0 P S F DATE 03/15/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V4,,�•• 'r�s'7/ `*CMP OR ANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CO NT RAGTOR. ALPINE ENGINEERED •,l''� �. BC DL 5,O PSF DRW HCUSRI5I 02074213 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO •:.N'L TF BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND + V- 3 C LL 10.0 P S F HC-ENG MAC/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PRO IONS OF NDS (NATIONAL DESIGN ♦ J, SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE /� CONNECTORS ARE MADE OF 206A AS A653 1R4 GAL Y. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO x 13'• OF FQ TUT.L D. 42.0 P S F S E CIN 18044 EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAW NGS 160 A-Z. THE SEAL ON THIS DRAWING INOICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING .�j5i: c'Q{{lO�;••�f O U R.FAC. 1.2 5 FROM IG E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS CUM PONENT DESIGN SHDWN. THE SUITABILITY AND USE OF THIS 1y�f� �•• G Haines City,FL 33844 UMPUNENT FOR ANY PARTICULAR DUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a p +d,� tS1 S PACING S E E A 10 O V E FLCertificateofAuthorintion#567 AN,IfTPI 11995 SECTION 2. wM, ,,, (80197- E2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 10.06 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 BCOL=2.5 WEBS 2x4 SP #3 PSF. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. HANGER = SIMPSON HUS26 OR EQUIVALENT, FILL ALL NAIL HOLES. W04 7 F 7 W5X5 —1 4.61 4.61 1 W2X4(A1) W2X4(A1) –' 5-6-0 }E 5-6-0 IE 11-0-0 Over 2 Supports R=462 U=218 R=462 U=218 r PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d QTY FL/-/3/-/E/-/- Scale `'WARNING'' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R151--25162 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE - f INSTITUTE, 583 D'ONOFR 10 DR., SUITE 200, MADISON, WE 53719), FOR SAFETY PRACTICES PRIOR TO w1vpy PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 P S F DATE 03/15/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, v t�* "`IMPORTANT" FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED \tFf 5.O P D R W HCUSR151 02074138 B C D L S F PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ��'•••* r'�d L� r BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND I �w D L LL 1 .0 PSF F TIC_E N U MAC/MM A ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN t U 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 '9; tom' IE'T 0 T.L D. 42.0 P S F S EON - 18094 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �Nti �•L7 1 D U R FAC 25 FROM ICE N DRAWINGS 160 A-1. THE SEAL ON THIS OR AWING SNDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING sV C Y:' Alpine Engineered Products,Illc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �•ry L" G� FIa117eS Clty,FL 33$44 IQ COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a, `-� p-SwASCYINavin0l" FLCenificateofAuthorizationH567 ANSI/TPI 11995 SECTION 2. 'I - , ' 3 ,; (BO197- - F2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MER. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 9.58 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x6 SP #2 N :B2, B3 2x4 SP #2 N: ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 WEBS 2x4 SP #3 :W4, W6 2x4 SP #2 N: PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W5X7 = W1.5X4 III W5X7 WH5 W 3 X 5 7 F— W4 W6 7 62 W5X7 = B3 —1 4.61 4.61 1 W3X5 W 3 X 5 ji�-.8-1-2 _ W5X7(R) 111 145X7(R) /If W2X4(Al) — 142X4 Al ( ) LE 1-6-0 31 (� 5-6-0 _1_ 7-0-0 I 5-6-0 3-9-8 T 5-2-8 1c 5-2-8 3-9-8 18-0-0 Over 2 Supports R=853 U=362 W=3.5" R=759 U=262 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d 01-Y:l FL/-/3/-/E/-/- Scale =.375" Ft. —WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND � T C L L 20.0 P S F R E F R151--25163 BRACING. REFER TO HIS 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ` INSTITUTE, 583 D'DNOFRIO DR.. SUITE 200, MADI50N, WI 53719), FOR SAFETY PRACTICES PRIOR TO -..rM T C DL 7.0 P S F DATE 03/15/02 PERE ORM{NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTORAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. p **IMPORTANT** FURNISH A COPY OF THIS OF SIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED „S yF� GC DL 5.0 PSF DRW HCUSR151 02074067 PRODUCTS, INf,. SHALL N0T BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY ENGINEERED {! ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING TO _'� .. •• �� R C L L 1 0.0 P S F H C-ENG MAC/MMA BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFIC ATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MAGE OF 20GA ASTM A053 GR40 GALY. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO i��; �` - .F� TOT.L D. 42.0 P S F S E Q N - 18092 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Alpine Englnee7ed Pi0(IUCt9,IllCi. ftESPONSIBDRAWIN I60TA SOLELY Z. FORHE THE TRUSSEA ON COMPONENT DESIGN SHOWNES CEPTATHE SUITABILITYNCE O AND UNAL S OE ER INS. =�/�•c p�� a,:�� - �D R.FAC. 1.25 F R O M K E N Hames C, FL FL 33844 COMPONENT FDR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Iia `�� \ SPACING 2 4.O" FLCertificaleofAuthorizationN567 AIiSI/TPI 1-1v,s SECTION z. � ,, (60197- F3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 10.16 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 WEBS 2x4 SP #3 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W4X4= W4X4= W 3 X 5 % W 3 X 5 �� 7 7 W5X8= --J 4.61 4.61 1 8 1-2 W4X4= W04 W2X4(A1) = W2X4(Al) 16 D J L 7-6-0 _�_ 3-0-0 _I_ 7-6-0 3-9-8 T 5-2-8 T 5-2-8 T 3-9-8 }E 18-0-0 Over 2 Supports R=853 U=370 W=3.5" R=750 L 58 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d OTY:1 FL/-/3/-/E/-/- Scale =.375'' Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R151-25164 BRACING, REFER TD HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 DC, 10 DR., SUITE 200, MADISON, WE 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ,.MM yMr TC DL 7. P S F DATE O3f15/02 w�-*� u�Af/Ay STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "Ct'�•. �� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED • �F SL44.. BC DL 5.0 PSF DRW HCUSRI5I 02074068 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 Z e v LL 10.0 P S F HC-ENG MAC/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN f # SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 3 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ��: F¢ TOT.L D. 42.0 P S F S E Q N - 18090 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 JJ�'l,!�[�R�QA:••� DDR.FAC. 1.25 FROM IGEN Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 4 G(� ITaines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER tea;^ SPACING 2 4.0" FL Certificate of Authorization#567 ANSI/IPI I-19'35 SECTION z. ,•. (BO197- - F4) 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, PART. ENC. BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. W4X4 W3X5 7 1-" 7 W 3 X 5 W5X7 —I 4.61 4.61 L- 8-1-2 W4X4= W4X4= W2X5(Al) W2X5(A1) 1-6-0 3J I, 9-0-0 9-0-0 3-9-8 r 5-2-8 �rE 5-2-8 T 3-9-8 18-0-0 Over 2 Supports —� R=853 U=517 W=3.5" R=750 U=413 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d GTY:1 FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L1 •�0,0 PSF F R E F R151--25165 BRACING. REFER TO MIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE L INSTITUTE, 583 D'ON0 FRIG DR.. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO - PERFORMING THESE FUNCTI0 S. ONE ESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED +1I � '- TC DL 7,0 P S F D A T E 03/15/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. � �• "*IMPORTANT*' FURNISH A COPY OF THI5 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE tiNGINEtftEEt�~*"• �I SC DL 5,O PSF DRW HCU SR151 02074069 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY TAILOR TO A\IF� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SH CPP T NG, INSTALLING AND ��EEE •. =�n C L L 1 0,0 P S F HC-ENG MAC/MMA A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN g ! 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 TU f T 0 T.L D. 42.0 P S F S E 0 N - 18086 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER T�'l•1 O DRAW R AWINGS 160 A-Z. THE SEAL ON THIS OR AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING JS+,/r�0�f�� .(• D U R.FAC. 1 2 5 FROM K E N Alpine Engineered Products,IllC. RESPONSI8 ILITY SOLELY FOR THE TRUSS fpMPONENT DESIGN SHOWN. HE SUI TAD IL IT AND USE OF THIS ��{ IlaimsCity,FL 33844 COMPONENT FOR ANY PARTII.ULAR BUILDING IS THE RESPONSIBILITY OF THE 8UIIDING DESIGNER, PER Mt' W��p L TJ\ SPACING 24.0" FL Certificate of Authorizationtl567 ANSI/TPI 2-1995 SECTION 2. C'VV C (80197- - G1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N SPECIAL LOADS BOT CHORD 2x6 SP #2 N ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) WEBS 2x4 SP #3 TC From 54 PLF at -1.65 to 54 PLF at 5.50 BC From 4 PLF at -1.65 to 4 PLF at 0.00 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, NOT BC From 30 PLF at 0.00 to 30 PLF at 5.50 LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TC 64 LB Conc. Load at 3.37 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. BC 462 LB Conc. Load at 2.06, 4.06 BC -125 LB Conc. Load at 3.37 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W04= W3X3 = 7 T 2-3-15 8-1-2 W3X5 = Wl.5X4 10 W2X4(A1) L< 1-6-0 3J 1_ 3-4-8 _I 2-1-8 ,I �--5-6-0 Over 2 Supports—� R=762 U=641 W=3.5" R=655 U=541 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d 01-Y:2 FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING`* TRUSSES REDIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND `--- T C LL 20.0 P S F R E F R151-25166 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WE 53719), FOR SAFETY PRACTICES PRIOR 70 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �jj<h( TC DL 7.0 P S F DATE 03/15f02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. p **IMPOR.TANT** FURNISH A COPY OF THIS DESIGN To THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '.BC DL 5.0 PSF DRW HCUSR151 02074125 PRODUCTS, INC. SN ALL N0T BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO r�� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 3'�^ ••� t� ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN Z j ji O C L L 1 0.0 P S F HC-ENG MAC/MM A SP ECIFIC.ATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPi. ALPINE j CONNECTOR, ARE MADE OF 20GA AS A653 F4 10 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T.L D. 42.0 P S F S E Q N - 18079 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON TH[S DESIGN, POSITION CONNECTORS PER (��.• P t DRAWINGS 160 A-Z. THE SEAL ON THIS IN INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING /Q• •[ R� .-•�� D U R.FAC. 1.2 5 FROM (C E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS tV / ..•�•p�( Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M if ,,,� S P A C 1I N G 24.0" —FL CertifcateofAuthorization#567 ANSIITPI 1-1995 SECTION 2. '^ e (60197- H1) 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, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2,5 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. HANGER = SIMPSON HU26 OR EQUIVALENT, FILL ALL NAIL HOLES. W1.5X4 III 7 F- 4-5-5 8-1-2 W1.5X4 III W2X4(Al) lF 1 6 0 �I 7-0-0 Over 2 Supports R=413 U=234 W=3.5" R=267 U=200 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 1a.J td QTY: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--25167 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ]NSTITUTE, 583 O'ONRf RIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICIS PRIOR TO C PERFORMING THESE FUNCTIDNS. UNLESS OTHERWISE TNDICATED, 70P CHORD SHALL HAVE PROPERLY ATTACHED j �� - T C D L 7.0 P S F DATE D 3/1 5/O 2 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1` **IMPORTANT** FURNISH A L'OPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F p��+ �Y B C D L 5.0 P S F D RW HCUSR151 02074142 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY pEVIhTION FROM THIS DESIGN; ANY FAILURE TO ',X �t ! BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND j"�', B C LL 10.0 P S F HC-ENG MAC/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN =.♦ j f SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE J +. j TOT.L D. 4 2.0 P S F S E A N - 18096 COHNEC.TORS ARE MADE OF 20GA ASTM A653 GR40 GALN. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TOS A. EACH FACE OF TRUSS, AND UNLESS OTHER WISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER } � 1 P g DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING " �� (•%��a G D U R.FAC. 1.2 5 FROM KEN Alpine Engineered products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS s Haines City,FL 33844 COMPONENT FOR ANY PART[CUL AR OUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Mat^.'+r]_R f,�� SPACING 24.0" FL Certificate of Authorization 0567 All I;TPI 1-1975 SECTION 2. �'T��Sjr�y�. (BO197- - 9'10 TRAY H/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N SPECIAL LOADS BOT CHORD 2X4 SP #2 N ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) WEBS 2x4 SP #3 TC From 54 PLF at -2.17 to 54 PLF at 9.84 BC From 4 PLF at -2.17 to 4 PLF at 0.00 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, BC From 30 PLF at 0.00 to 30 PLF at 9.84 LOCATED ANYWHERE IN ROOF, CAT I1, EXP B, WIND TCDL=3.5 PSF, WIND TC -212 LB Conc. Load at 1.39 BCDL=2.5 PSF. TC 84 LB Conc. Load at 4.22 TC 215 LB Conc. Load at 7.05 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. ** SUPPORT AND CONNECTION TO BE DESIGNED BY OTHERS SHIM ALL SUPPORTS TO SOLID BEARING. THE BUILDING DESIGNER SHALL EVALUATE AND APPROVE LOAD MAGNITUDES and LOCATIONS AS SHOWN ("SPECIAL LOADS".) TRUSS ENGINEER IS NOT RESPONSIBLE FOR LOAD MAGNITUDES AND LOCATIONS. W3X5 f 12-2-5 R=1 U=180 W3X5 2 5-0 4.95 f ** 10-1-2 W5X5 W6X6= R=54* U=494 0-4-5 --I 3.29 W1.5X4 III 8-1-2 W2X4(A1) L-2-I-7 SIE 9-10-13 _I 7-7-13 2-2-4 }E 9-10-1 Over 3 Supports R=495 U=795 W=4.2" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.54 01 Y: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--2 5 1 6 8 BRASING, REFER TO MID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ON0 RID DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO TC C D L 7.0 P S F DATE 03/15/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 1�'•t �� * STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `�{��,..I,'T/' pp c w*IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTR AC70R, ALPINE ENGINEERED % Q�{F�C•:••� p C D L 5.0 P S F D R W HCUSR151 02074143 PRODUCTS, INC. SHALL NOT BE RESPONSIBLFEE OR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO pp ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND f � �� p C L L 10.0 P S F H C-ENG MAC/MMA BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASS OCIAi ION) AND TPI. ALPINE t CONNECT S ARE MADE OF 20GA ASTM AE53 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO S '. O,r( j TOT.L 0. 42.0 P S F S E O N - 17977 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THiS DESIGN, POSITION CONNECTORS PER l�(n` p g DRAWINGS 1b0 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE (IF PROFESSIONAL ENGINEERING �'C�tS':'c�.. �d �� DUR.FAC. 1.25 FROM KEN Alpine En inccred Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SO I TAB ILI TY AND USE OF THIS �y� y• I- IneS City,Fl, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M 8}'�, ir� ^�� SPACING 2 4.0" Fl,Certificate of Althorization#567 ANSI 11 PI 1-1995 SECTION 2. � (B0197- - 7TRAY 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, PART. ENC. BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. W1.5X4 III 12-2-6 R=244 U=245 2-5-5 7 F- 10-1-2 R=23 U=180 W5X5 4.61 ,&-8-1-2 W2X4(A1) IF1 6-0 z.-I 7-0-12 _I 5-6-0 1-6-0 7-0-0 Over 3 Supports--� R=413 U=282 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD _19._5d CITY:4 FL/-/3/-/E/-/- Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151-25169 BRACING. REFER TO HTB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPS (TRUSS PLATE INSTITUTE, 503 D'ONUFR IO GR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO .�•M�� T C D L 7 D P S F DATE 03/15/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHOftO SII ALL HAVE PROPERLY ATTACHED /'�` STRUCTURAL PANELS. BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. v�••t•••vim **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 HCDSR151 02074071 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FUR ANV DEVIATION FROM THIS DESIGN; ANY FAILURE TO V� r�L BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 4 S B C L L 10.0 P S F HC-ENG MAC/MMA ALPINE BRACING Of TRUSSES. THIS DESIGN CONFORMS W[TH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN i b s, tLf SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE F i f� CONNECTORS ARE MADE BF 20GA ASTM Ab53 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS T0. i TOT.L D. 42.0 P S F S E Q N - 17967 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 1^ •j V(. �1•.�(4 DRAWINGS I60 A 2. THE SEAL UN THIS DRAWING INDIL'ATES ACCEPTANCE OF PRUFESSIUNAL ENGINEERING =��'•.••OR`I�;. D U R.FAC. 1.2 5 FROM K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS % Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER [vial- �'g5�_rE SPACING 24.0" FL Certificate of Authorization#567 ANSI/ TPI Hess sE0'ON 2 . 'rn (80197- - 5TRAY 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, PART. ENC. BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 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. 11 0-6 R=107 U=180 7 1-5-10 9-10-13 R69= R=69 U=180 --J 4.61 8-1-2 W2X4(A1) 1-6 0 5-0-12 �I 5-0-0 �-5-0-0 Over 3 Supports R=335 U=248 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d QTY 2 FL/-/3/-/E/-/- Scale "WARNING-* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND �, T C L L 20.0 P S F R E F R 1 5 1--25170 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D-ONOFRIO OR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE fUNCT[ONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED d•' T C D L 7.0 P S F DATE 03/15/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATT AC NEO RIGID CEILING. .�1• � "IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED \�F BC DL 5.0 P S F D R W HCUSR151 02074072 PRODUCTS, INC. SHALL NO1 BE RESPONSIBLE FOR ANY DEVIATION FROM i1IS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND + •V F•1 R C L L 10.0 P S F HC-ENG MAC/MMA 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 2 _ f� T 0 T.L D. 42.0 P S F S E A N - 17970 CONNECTORSOAR E MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 9;• EACH FACE F TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER _ DRAWING$ 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING jr(�••.Ar R,pP.�L� OUR.FAC. 1.25 FR0M KEN Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 'L,{�I� .. Hames City,FL 31144 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER M e, [{�E / SPACING 2 4.0" FLCertitScateofXuthori 'a ..#567 ANS L PI T-199, SEcuoN 2. �•�� x- (60197- - 3' TRAY 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, PART. ENC. BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 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=42 U=180 7 F— +9-10-6 1 0-13 +9-1-10 R=34 U=180 —J 4.61 -,h-8-1-2 W2X4(Al) lF 16-0 3J.,- 3-0-12 -J 3-0-0 3-0-0 Over 3 Supports 11 R=267 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.�d QTY:2 FL 3 E - Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T r L L '� •0 P S F R E F R 1 5 1--2 5 1 7 1 BRACING, REFER TD MIB-91 (HANDLING INSTALLING AND BRACING), PUBLI SOLD BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO UR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHEDT C DI_ 7.0 P S F DATE 03/15/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMFORTA NT"* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED I3 C D L 5 0 P S F D R W HCUSRI5I 02074073 PRODUCTS, [NC. SHALL NUT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �Q�IU•C BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ♦ -, al, L L 1 0, PSF F H C-E N G MAC/MMA 7ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN = j _ SPECIFICATION PUBLISHED BY THE AMERICAN TO AND PAPER ASSOCIATION) AND TPI. ALPINE .TGT•L D• 42.0 P S F S E A N - 17973 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV_ STEEL, EXCEPT AS NOTED_ APPLY CONNECTORS TO L :� nr. { EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER OFF DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��4• D L K.�FAC1.2 5 FR0M KEN Alpine Engineered products,Inc. RESPONSIBILITY SOLELY FOR TME TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THIS �lS°�"`-s. ..•'IIA111eSCity,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING ISTHE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Mdr"'1diO�T ! tSPAC24.0" FL Certificate of Authorization#567 ANS17IPI 1 1995 SECTION 2. (80197- 1TRAY 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, PART. ENC. BLDG, BOT CHORD 2x4 SP #2 N LOCATED 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. 7 F R=-106 U=180 0-8-1 , 8-8-6 � 8-4-6 8-1-2 R=-8 U=180 —1 4.61 W2X4(AI) L<1-6-0 - 11-0-1? FT-0-0-1 1-0-0 Over 3_Supports R=289 U=245 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d_ OT 2 FL/-13Z-/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 R151-25172 BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED 8Y TPI (TRUSS PLATE INSTITUTE, S83 D'ONOFRIO UR., SUITE L00, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED -``,,.�• T C D L 7,O P S F DATE 0 3/1 5/0 2 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. v`L•' �I "IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTft ACTOR. ALPINE ENGINEERED ��F�,�?j� BBV DL 5,0 PSF DRW HCUSR151 02074074 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TD �" 9 p BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND t F,C L L 10.0 P S F HC-ENG MAC/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN Z L SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE t CONNECTORS ARE MADE OF 20GA ASTM As 53 GR&0 GALV. STEEL, EXCEPT AS OIOTED. APPLY CONNECTORS TO OF Q T 0 i.L D. 4 2.0 P S F S E O N - 17975 DRAWING SEACH E IfiO TRUSS, ANOEUNLES E ALSONTTHRSIDR AWINGLOCATED IND IONATE SSACDCEPTANCE OOFTIUN PR OFE 4SNONALOREN6I NEERING PER t�� , t1�d� y�� OUR FAC. 1.2 5 FROM IG E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUI TABU ITY AND USE OF THIS t� � �y SPACING 1 Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a r A' 2 4,0" FL Certificate of Authorization#567 ANSIITPI 11995 SCTION z. H,r._ (80197- - 4'8"8 H/J F1) 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, PART, ENC. BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. HIPJACK SUPPORTS 3-4-0 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 10-0 15 4.95 F R=64 U=180 2-3-10 0-4-5 8-1-2 —T— R=-125 U=180 W2X4(Al) 2-1-7 ,�E 4-7-00-2-4� 4-8-8 Over 4 Supports R=187 U=181 W=4.2" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d O�TY:2 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 R151-25173 BRACING. REFER TO HIB-91 (HANDLING INST ALLIN6 AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ! INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �,�w.�� r` ; PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED TC DL 7.0 P S F DATE 03/15/02 S7R UCTUR AL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V�`••�•..'�G_ **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED QTIFIQw•�'7� BC DL 5.0 PSF DRW HCUSRI5I D2D74I62 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO f'•<y 7ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND e P t tBC [L 10.0 PSF HC ENG MAC MMA BRACING OF TRO SSES. I IS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN Q A � * MAC/ MMA PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 R4 GAL GALV. STEEL, EXCEPT A5 NOTED. APPLY CONNECTORS TO Y'p l 0 T.L D. 4 2.0 P S F S E Q N - 18076 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 74(%- E DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATS ACCEPTANCE OF PROFESSIONAL ENGINEERING .)" .��R1QP•�� `L]L;R.FAC. 1.25 F ROM K F N AIp1118 ErigtllEGiPd PtOd17CtS,Inc. RESPON 51BILiTY SOLELY FOR THE TRll SS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THSS �•y� R p 4 Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a r 17iy�'^�C! � SPACING S E E A B O V E FL Certificate of Authorization#567 ANSIlTPI 1-1995 SECTION 2. (60197- - 3' C/J FI) 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, PART. ENC. BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 9-10-6 7 F— R=42 U=180 2-1-5 8-1-2 R=34 U=180 W2X4(Al) L�: 1-6-0 i;.1, 3-0-12--� 3-0-0 Over 3 SuQports � R=267 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD _ 19.5d QTY:4 FL 3 - E - Scale *WARNING" TRUSSES REQUIRE EXTREME CARE IN FA8R KATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--25174 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53711), FOR SAFETY PRACTICES PRI OR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT ACHED t TC DL 7.0 P S F DATE 03/15/02 STRUCTURAL PANELS, BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID CEILING. p "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDj .•' BC DL 5.0 PSF DRW HCUSR151 02074075 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ■�r�yQ� �j.-.,�j BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTAII.ING AND t J'`.'` �� BC LL 10.0 P S F HC-ENG MAC/MMA ALPINE BRACING OF TRUSSES, IHIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DES16N SPECIFICATION PUBLISHED 8Y THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR 46 GAL4. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ?Q +0 T.L 0. 42.0 P S F S E 0 N - 18053 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER {rn DRANINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 'C!. Qmd�,•� D J R.FAC. 1.2 5 F R 0 M K E N Alpine Engineered Products,Inc, RESPONSIBILITY SOLELY FDR THE TR U11 C0 MPONE NT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS : 4� Rn e (� " Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a1' RED F� SPACING 4 0" FL Certificate of Authorization#567 ANSI)IPI 1 1995 SECTION 2. (60197- - 1C/J 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, PART. ENC. BLDG, BOT CHORD 2x4 SP #2 N LOCATED 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. 7 — R=-106 U=180 � 8-8-6 0-11-5 —L 8-1-2 R=-8 U=180 W2X4(Al) 1-6-0 x-12. 1-0-0 Over 3=S�upports R=289 U=243 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD _ 19.5d IT'Y::4} FL 3 E - Scale =.375" Ft. —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND v ~^ I T C L L 20.0 P S F R E F 8 1 5 1--25175 BRACING. REFER TO HIB (HANDLING(HANDLING INSTALLING AND BRACING), PUBL75HED BY IPI (TRUSS PLATE 11 INSTITUTE, 583 Q'ONGFR IO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ~� TC DL 7.0 P S F DATE 03/15/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ��•.•••• T **IMPORTANT** FURNISH A COPY OF THIS DE5IGN TO TME INSTALLATION CONTRACTOR. ALPINE ENGINEERED V t C -�/ B�` D L 5,Q P S F D R W HGU$RTSI DPD74D76 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEV[ATION FROM THIS DESIGN; ANY FAILURE TOQ\�T A BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANON B C L L 10.0 P S F H C-ENG MAC/MMA BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PR GV ISIONS OF NDS (NATIONAL OFSIGN * l } SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE R CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 'p: �OF I � T O T.LD. 42.0 P S F S E Q N - 18057 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 2i * DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING � �^�•,R�Q qa ty+bD U R.FAC 1.25 F R 0 M K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THIS t S .-'� la City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FLCertificateofAuthorization#567 ANSI)IPI 1-1995 SECTION 2. SPACING 24.0° I . ASCE 7-98: 120 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE (1) 1X4 '7.'" BRACE • (1) 2X4 "L" BRACE ' (2) 2X4 "L"' BRACE " (1) 2X6 "L" BRACE * (2) 2X6 "I," BRACE "• jGABLE VERTICAL NO NG SPECIES GRADE BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B SPF1 2 3' 7" 6' 3" 6' 5" 7' 4" 7' 7" 8' 9" 9' 0" 11' 7" 11' 11" 13' 9" 14 0" BRACING GROUP SPECIES AND GRADES: S P F #3 3' 6" 5' 5" 5' 5" 7' 2" 7' 2" 8' 9" 8' 9" 11' 1" 11' 1" 13' 9" 13' s" GROUP A: H F STUD 3' 6" 5' 4" 5' 4" 7' 1" 7' 1" 8' 9" 8' 9" 11' 1" 11' 1" 13' 9" 13' 9" SPRUCE-PINE-FIR HEN-FIR W STANDARD 3' 6" 4' 7" 4' 7" 6' 1" 6' 1" 8' 2" 8' 2" 9' 6" 9' 6" 12 11 12 11 I 2 STANDARD 2 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 STUD 3 STANDARD s P #2 3' 10" 6' 3" 6' 8" 7' 4" 7' 11" 8' 9" 9' 6" 11' 7" 12' 6" 13' 9" 14' 0" 3 3' 8" 5' 6" 5' 6" 7' 4" 7' 4" 8' 9" 9' 3" 11' 5" 11' 5" 13' 9" 14' 0" DOUGLAS FIR-LARCH SOUTHERN PINE DFL STUD 3' 8" 5' 6" 5' 6" 7' 3" 7' 3" 8' 9" 9' 3" 11' 3" 11' 3" 13' 9" 14' 0" 3 3 STUD STUD STANDARD 3' 7" 4' 9" 4' 9" 6' 3" 6' 3" 8' 5" 8' 5" 9' 9" 9' 9" 13' 2" 13' 2" STANDARD STANDARD SPF 2 4' 1" 7' 1" 7' 4" 8' 5" 8' 8" 10' 1" 10' 4" 13' 3" 13' 7" 14' 0" 14 0" E-+ S P F #3 4' 0" 6' 7" 6' 7" 8' 5" 8' 5" 1 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 ® 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" ' 5"89' 1" 10' 1" 10' 10" 13' 3" 14' 0" 14' 0" 14' 0" HEM-FIR I & BTR = S P #2 4' S" 7' 1" 7' 8" 8' 5" 9' 1" 10' 1" 10' 10" 13' 3" 14' 0" 14' 0" 14' 0" 1 W 3 4' 3" 6' 9" 6' 9" 8' 5" 8' 11" 10' 1" 10' 7" 13' 3" 13' 11" 14' 0" 14' 0" DFL -STUD 4' 3' 6' 9" 6' 9" 8' 5" 8' 10" 10' 1" 10' 7" 13' 3" 13' 9" 14' 0" 14' 0" SOUTHERN PINE DOUGLAS FIR-LARCH STANDARD 4' 1" 5' 10" 5' 10" 7' 8" 7' 8" 10' 1" 10' 3" 11' 11" 11' 11" 14' 0" 14' 0" M 1 2 4' 7" 7' 10" 8' 1" 9' 3" 9' 6" 11' 1" 11' 5" 14' 0" 14' 0" 14' 0" 14' 0" 11z z SPF #3 4' 5" 7' 8" 7' 8" 9' 3" 9' 3" 11' 1" 11' 1" 14' 0" 14' 0" 14' 0" 14' 0" H L� STUD 4' 5" 7' 7" 7' 7" 9' 3" 9' 3" 11' 1" 11' 1" 14' 0" 14' 0" 14' 0" 14' 0" ® 1 STANDARD 4' 5" 6' 7" 6' 7" 8' 8" 8' 8" 11' 1" 11' 1" 13' 5" 13' 5" 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: ✓`v 1 5' 0" 7' 10" 8' 5" 9' 3" 10' 0" 11' 1" 11' 11" 14' 0" 14' 0" 14' 0" 14' 0" = SP #2 4' 10" 7' 10" 8' 5" 9' 3" 10' 0" 11' 1" 11' 11 14' 0" 14' 0" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA IS L/240. #3 4' 8" '1 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 rl DFL STUD 4' 8" 7' 9" 7' 9" 9' 3" 9' 9" 11' 1" ll' 8" 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' 13' 9" 13' 9" 14' 0" 14' 0" GABLE END SUPPORTS LOAD FROM 4" 0" ABOUTI OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" + PLYWOOD OVERHANG. GABLE TRUSS 2X4 #2N OR BETTER ATTACH EACH "L" BRACE WITH IOd NAILS. FOR (1) '7," BRACE: SPACE NAILS AT 2" O.C. DIAGONAL BRACE OPTION: T IN 16" END ZONES AND 4" O.C. BETWEEN ZONES. VERTICAL LENGTH MAY BE 18 * + **FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C. DOUBLED WHEN DIAGONAL L + 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'. GABLE VERTICAL PLATE SIZES 2X4 SP OR OF STUD VERTICAL LENGTH NO SPLICE OR f)3, SPF1/�2, H-F2 18" * LESS THAN 4' 0" 1X4 OR 2X3 VERTICAL LENGTH SHOWN OR BETTER DIAGONAL L 1 + Fl + + GREATER THAN 4' 0", BUT 2X4 IN TABLE ABOVE. BRACE; SINGLE OR DOUBLE CUT (AS SHOWN) LESS THAN ll' 6" AT UPPER END. GREATER THAN 11' 6" 2.5X4 CONTINUOUS BEARIN + REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. MIDPOINT OF VERTICAL WEB, THIS DRAWING REPLACES DRAWING A10015E --WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF ASCE7-98-GAB12015 INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR„ SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, I DATE 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 Z�F(C•' 7ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS •� q DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, t z —ENG HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH = + � �,�71i . - APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE # AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA _� M••TTr� !!s AX TOT. LD. 60 PSF ASTM TRUSSA653 GR40 GALV. STEEL ANO, UNLESS OTHERWISEEXCEPT LOCATEDSONOTHI DESIGN, POSITIDLY �RS TO EACH CONNECTORSFPER OF ;y �1r..lC OF i• _ ALPINE OMPANENGINEERED O BEACH,FLORDA INC. DRAWINGS 160 A—Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ��s•'��OHP'•� ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE 1..rL(• "�` SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE t.hal' 1�Y+r; C� 0)j MAX. SPACING 24.0 RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. y��w j� �I 2X6 'T" GABLE B LE DETAIL GABLE VERTICAL PLATE SIZES REINFORCING MEMBER SYM. + FOR LET-IN VERTICALS _ 2X4 RC ABOUT VERTICAL LENGTH PLATE IF PLATES REINFORCING 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 O 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 VERTICALGA LE + 2X,4 r APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR LENGTH SBCCI WIND LOAD. TYP. MAXIMUM ALLOWABLE "P" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. EB LENGTH INCREASE W/ "T" BRACE WIND SPEED "P" REINF. SBCCI ASCE AND MRH MBR. SIZE 110 MPH 2x4 10 7 10 % + 15 FT 2x6 40 7 50 7 110 MPH 2x4 10 % 10 7 30 FT 2x6 50 % 50 % 100 MPH 2x4 10 % 10 % 15 FT 2x6 30 % 50 % 100 MPH 2x4 10 7 10 7. 30 FT 2x6 40 % 40 % 90 MPH 2x4 20 7 10 7 + + PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. 15 FT 2x6 20 7. 40 % RIGID SHEATHING ATTACH EACH "T" REINFORCING MEMBER WITH 90 MPH 2x4 10 % 10 % HAND DRIVEN NAILS: 30 FT 2x6 30 7 50 % 4 TOENAILS 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP 80 MPH 2x4 10 % 20 7 AND BOTTOM CHORD. 15 FT 2x6 10 7 30 % T GUN DRIVEN NAILS - 0.131" X 3": 80 MPH 2x4 20 % 10 7 REINFORCING TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. 30 FT 2x6 20 % 40 % MEMBER 70 MPH 2x4 0 % 20 % THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE 15 FT 2x6 0 7. 20 7. OR SBCCI WIND LOAD. GABLE TOENAILSASCE 7-93 GABLE DETAIL DRAWINGS 70 MPH 2x4 10 % 20 % TRUSS SPACED AT A11015ENO699, A10015EN0699, A09015ENO699, A08015EN0699, A07015EN0699 30 FT 2x6 10 7. 30 7. 4" O.C. A11030ENO699, A10030EN0699, A09030ENO699, A08030EN0699, A07030EN0699 EXAMPLE: ASCE 7-96 GABLE DETAIL DRAWINGS ASCE WIND SPEED = 100 MPH A13015ECO901, A12015ECO901, A11015ECO901, A10015ECO901, A08515ECO901 MEAN ROOF HEIGHT = 30 FT A1303OECO901, A1203OECO901, A11030ECO901, A10030EC0901. A08530ECO901 GABLE VERTICAL = 24" O.C. SP #3 SBCCI GABLE DETAIL DRAWINGS "T" REINFORCING MEMBER SIZE = 2X4 S11015ENO699, S10015ENO699, S09015EN0699, S08015ENO699, 307015EN0699 "T" BRACE INCREASE (FROM ABOVE) = 10% = 1.10 S11030ENO699, S10030ENO699, S09030ENO699, S08030EN0699, S07030EN0699 (1) 2X4 "L" BRACE LENGTH = 6' 7" 4 TOE qAILS SEE APPROPRIATE ALPINE GABLE DETAILOR SBCCI ASCE MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH DETAIL ( ASCE CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE 1.10 x 6' 7" = 7' 3" VERTICAL LENGTH. THIS DRAWING REPLACES DRAWINGS GAB98117 876,719 & HC26294035 ■■WARNING•■ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF LET-IN VERT INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR„ SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, + C �JdAyc DATE 10/24/01 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL �y„ j HAVE A PROPERLY ATTACHED RIGID CEILING. _ --IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE � 'Q.t�CA DRWG GBLLETIN1001 ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS "T ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFDRMANCE WITH TPI; OR FABRICATING, _ ) •e —EMG DLJ KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH • t �'® /' _ / APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA = " STMEOF' ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF AX TOT. LD. 60 PSF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER QR,QQ:'� POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL % �`� UR.. FAC. ANY ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE ftR '- SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE "lar I8'i� RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 1A{ SPACING 24.0" TOP CHORD FILLER DE`l,AIL + 2X4 CONTINUOUS LATERAL BRACING AT 24" OC MAXIMUM SPACING. ATTACH TO EACH TOP CHORD WITH (2) 16d NAILS. OFFSET FILLER DETAIL BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. ++ 4 t ++ 2X4 SO. PINE #2 N OR SPF #1/#2 FILLER TOP CHORD. 12 +++ 2X4 SO. PINE #3 OR SPF #1/#2 VERTICAL WEBS SPACED PIGGYBACK PLATE 48" OC MAXIMUM. OR 3X6 TRULOX t 4 * 8/12 MAXIMUM PITCH. ** 2X8.25 PIGGYBACK SPECIAL PLATE. SEE DRAWING PIGBACKBO699 FOR PIGGYBACK SPECIAL PLATE INFORMATION. +++ 6-0-0 TYP. *** *** 6'0" MAXIMUM HEIGHT. t W2X4 OR 3X6 TRULOX. 4 + 12 tt REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS t 4 �* DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT + SHOWN. t 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE 4 ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF EACH TRUSS PLY. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. EXTENDED TOP CHORD FILLER DETAIL 4 TOP CHORD FILLER DETAIL 4 t ++ t PIGGYBACK PLATE ** OR 3X6 TRULOX 4 4 t t 4 tt +++ 6-0-0 TYP. 6-0-0 TYP. TYP. *** t * t 4 4 + + t t 4 4 THIS DRAWING REPLACES DRAWING 884,080 -*WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, - TC LL MAX 30 PSF REF TC-FILLER INSTALLING AND BRACING. REFER T❑ HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TC DL MAX 15 PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL �' � HAVE A PROPERLY ATTACHED RIGID CEILING. VG' DL MAX 10 PSF DRWG TCFILLER0699 -*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, i� LVL 0 PSF -ENG SJP/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH = * : m APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE '•-T T, LD. MAX 55 PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA7 (` ASTM A653 GR40 GAL V, STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF =� 13TA OF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 4� POMPANO BEACH,FLORIDA ENGINEERING RAWINGS ORESPONSIBILITTHE AY SOLELYL ON SFORATHIE GTRUSS COMPONENT ICATES TDE DESANCE IGN SHOWN THE .0/S•�,F(,�.. ,R. FAC. 1.15 OR 1.33 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE 'k. R Ea SPACING 24.0' RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. BOTTOM CHORD FILLER DETAIL * OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND SHOWN. TRULOX PLATE REQUIREMENTS. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD MAXIMUM REACTION MINIMUM ** REQUIRED NAILS PER FACE WITH TRULOX PLATES OR WEDGE SPECIES DOWNWARD UPLIFT BEARING AREA 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR-LARCH 3281# 1656 1.5" X 3.5" 12 11 10 9 8 HEM-FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE-PINE-FIR 2231# 1192 1.5" X 3.5" 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5" 12 11 10 9 8 SOUTHERN PINE 2966# 1492 1.5" X 3.5" 10 9 8 8 7 SOUTHERN PINE NON-DENSE 2520# 1343 1.5" X 3.5" 9 8 7 7 6 *18X 4 ++ 4 ++ 9.5MAX 3X8 TRULOXxMA4 ** 4 3X12 TRULOX Vll2X8 WEDGE ** * ** (2) 8D NAILS CUT TO FIT 2X4 VERTICAL OR WEDGE THIS DRAVING REPLACES DRAWINGS A115 A115/R & 884,132 --WARNING-' TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL — PSI'' REF BC FILLER INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI CTRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, "•""'bY T'C DL '— PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL �- T DL 10.0 PSF DRWG BCFILLER0699 HAVE A PROPERLY ATTACHED RIGID CEILING. --IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS •�,• �q ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; DR FABRICATING, :�CIK LL PSF —ENG DLJ/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 2 t ' . i. LD. PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA SiA �. Q ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF ��(r / _ ALPINE ENGINEERED PRODUCTS INC BRAWINGSTRUSS D160NA�ZS THE SEALS ON�HISED ON DRAWINGI INDICATES ACCEPTANCEOFSITION OFC PROFESSTORS IONAL t�q FC Pt• R:FAC.LO/1.15/1.25/1.33 POMPANO BEACH.FLORIDA ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE i�l'.'j/,.��.......`�G ----- SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE "•�CU G�` - SPACING 24.0" RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTIDN 2. - � BOTTOM CHORD FILLER REPAIR RECOMMENDED REPAIR PROCEDURE 1. MEASURE DISTANCE FOR NEW LENGTH OF FILLER, MAXIMUM BOTTOM CHORD LOAD IS 10 PSF, 2. APPLY NEW 2X4 STUD GRADE OR BETTER VERTICAL + BOTTOM CHORD FILLER TO BE SCAB TO BOTTOM CHORD AND FILLER WITH (3) REMOVED. SEE NOTE #3. NAILS 0,131" DIA. x 3.0" OR LARGER, (I.E. 10d OR ++ FIELD APPLIED FILLER. 16d COMMON, SINKER, GUN, OR 16d BOX NAILS) TO EACH END OF VERTICAL. 2X4 STUD GRADE OR BETTER VERTICAL SCAB. 3, CAREFULLY REMOVE EFFECTED CONNECTOR PLATES, ATTACH TO BOTTOM CHORD AND FILLER WITH (3) USE CARE NOT TO DAMAGE THE REMAINING NAILS WITH A MIN. 0.131" DIA. X 3,0" LENGTH. CONNECTOR PLATES OR LUMBER IN ANY WAY. REFER TO ENGINEER'S SEALED DESIGN 4. TRIM FILLER TO LENGTH, AT EDGE OF NEW VERTICAL REFERENCING THIS DETAIL FOR ALLOWABLE SCAB. FILLER DIMENSIONS, PLACEMENT, AND WEBBING, o BC FILLER u ----- I ------- + ++ 4' 0" OC MAX. LENGTH TO TRIM FILLER FIELD APPLIED FILLER MUST BE SPF #3 OR BETTER, EXISTING FILLER THIS DRAWING REPLACES DRAWING 962,767 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, FILLER INSTALLING AND BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED REF BC FILLER REP. BY TPI (TRUSS PLATE INSTITUTE, 503 D'ONOFRIO DR- SUITE 200, MADISON, WI, 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, DATE 06/25/99 70P CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 214 DRWG REPBCFIL0699 **IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE AIR 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, HANDLING, SHIPPING, INSTALLING AND BRACING Of TRUSSES. DESIGN CONFORMS WITH —ENG MLH/KAR 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 STFAA m OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER "NGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL A OPSPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE FIF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE ING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. CLB WEB BAC SUBSTIFITUTION 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—BRACE 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 2Xs 1 ROW 2x4 1-2X6 SCAB BRACING: 2X62 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 APPLY SCAB(S) TO WIDE FACE OF WEB. 2X8 2 ROWS 2X6 2-2X6(*) NO MORE THAN (1) SCAB PER FACE. . ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE BRACE IS A MINIMUM 80% OF WEB T—BRACE, L—BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE MEMBER LENGTH OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. THIS DRAWING REPLACES DRAWING 579,640 --WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC J L PSF REF CLB SUBST. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONDFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, IDL PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V�,:••••. T T,�I, PSF DRWG BRCLBSUB0699 --IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE 7ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THISIF1L PSF —ENG MLH/KAR DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH * � • - APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE ¢, 1! T, LD. PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF 20GA =,A ALPINE ENGINEERED PRODUCTS,INC. TRUSSASTM AAND, UNLESS OTHERWISESTEEL ELOCATEDXCEPTSONOTHIDS DESIGN, PO, APPLY NS(TION RCON�ECTORS EACH FPER ACE OF {r 7t BTATE�OF POMPANO BEACH,FLORIDA DRAWINGS ENGINEERING ORESPONSIBIL TZ. THE AY SOLELYL ON I SFOR ATHE GTRUDSS ICATES COMPONENT ACCEPTDESIGNANCE O SHOWN. E PROFESSIONAL% ,,/U;1y'� UR. FAC.SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE • �t�A LING RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2.