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Permits 1689 Linkside Ct N (vault folder) ADDRESS (v BUILDING PERMIT NUMBER 10066 INSPECTIONS: FOOTING r_ UNDER SLAB PLUMBING SLAB FRAMING COVER-UP ��s INSULATION - FINAL BUILDING f 7 r- CERTIFICATE OF OCCUPANCY -7- 77-,9 f ELECTRICAL PERMIT # /o/ ilk INSPECTIONS ROUGH_�� FINAL MECHANICAL PERMIT # PLUMBING PERMIT NOTES: i Jr!,: CITY OF ATLANTIC BEACH PERMIT BUILDING/ZONING DEPARTMENT APPLICATION# 800 Seminole Road Atlantic Beach,Florida 32233 �.-� 72 (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM REQUIRED DEPT: N PLANNING Property Address: 11�� 1//t��.�!,� L,►�I i( N BUILDING �� N PUBLIC WORKS Applicant: 1'�7' , IrI 00, Y N PUBLIC UTILITIES /� Y FIRE DEPT. Project: �'/` Y PUBLIC SAFETY APPROVAL RECEIVED UJ U REQU AGENCY: BY: INITIAL: DATE: w Y N D.E.P HUFSTETLER N I S..I.R.W.M. CARPER a _ N I ARMY CORPS of ENG CARPER O Y N HOTELS& HUFSTETLER RESAURANTS APPLICATION STATUS DEPT: SITE BUILDING DA I AP REVIEWED BY: INITIAL: DATE: 1 ST REV ❑ PLANNING& ❑ ❑ 2ND REV 11 ❑ DOERR I HALL ZONING 3RD REV ❑ ❑ � 1ST REV ❑ 0 S� BUILDING DEPT. 1- ❑ 2ND REV ❑ ❑ HUFSTETLER 3RD REV ❑ i ❑ 1 ST REV ❑ ❑ _ PUBLIC WORKS ❑ ❑ 2ND REV ❑ ❑ CARPER 3RD REV ❑ ❑ 1ST REV ❑ ❑ PUBLIC UTILITIES ❑ ❑ 2ND REV ❑ ❑ KALUZNIAK 3RD REV 0101 1 ST REV ❑ ❑ FIRE DEPT. ❑ ❑ 2ND REV ❑ ❑ ENTER FIRE DEPT.D INTO AS40000MMENTS 3RD REV ❑ ❑ Return this form to the Building Department once you have entered your comments into the A.S400. CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD —' -� ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Bui1dinyz-de-pt@coqb.us Application Number . . . . . 07-00000724 Date 6/05/07 Property Address . . . . . . 1689 N LINKSIDE CT Application type description FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc new 6 ft fence ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ JARANOWSKI , JOHN R. NATIONS FENCE INC. 6956 PHILLIPS PKWY DR S ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32256 (904) 262-1760 ---------------------------------------------------------------------------- Permit . . . . . . FENCE PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/02/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- --------- - ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Y CITY OF ATLANTIC BEACH PERMIT BUILDING/ZONING DEPARTMENT APPLICATION# R1 800 Seminole Road Atlantic Beach,Florida 32233 / 904)247-5800 (904)247-5845 Fax www.coab.ns APPLICATION TRACKING FORM REQUIRED _ _ DEPT: p L;011 [fN PLANNING Property Address: A d l .d �r d V z BUILDING 1-- PUBLIC WORKS Applicant: X�0 S �12el- 0 PUBLIC UTILITIES Y N FIRE DEPT. Project: � � Y N PUBLIC SAFETY APPROVAL RECEIVED REQUIRED AGENCY: BY: INITIAL: DATE: w Wo: Y N D.E.P HUFSTETLER Q C3— Y N SA.R.W.M. CARPER UJ w Y N ARMY CORPS of ENG CARPER O Y N HOTELS& HUFSTETLER RESAURANTS APPLICATION STATUS DEPT: SITE BUILDING DA AP REVIEWED BY: INITIAL: DATF: 1 ST REV 0 tJ PLANNING& rd, DOERR/HALL ZONING 2N ❑ 3RD R ❑ 1ST REV 0 ❑ BUILDING DEPT. ❑ ❑ 2ND REV 0 0 HUFSTETLER 3RD REV ❑ 0 1ST REV 00 PUBLIC WORKS F LLP Ev ❑ ❑ CARPER C1 ❑ ❑ AA 4 1ST REV ❑ ❑ PUBLIC UTILITIES ❑ ❑ 2ND REV 0 0 KALUZNIAK 3RD REV 0 0 1 ST REV ❑ ❑ FIRE DEPT.COMME FIRE DEI f CUP 2ND REV [:] ❑ ENTERED INTO A it , 3RD REV ❑ 0 mww Return this form to the Building Department once you have entered your comments into the AS400. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach FL 32233 Office:(904)247-5826 • Fax:(904)247-5845 :)b Address: % /iU!�S fy[c'r C?�— iy` Permit Number: ,egal Description Valuation of Work(Replacement Cost)$ /q$_0 0 ■ Class of Work Circle one): New Addition Alteration � '� ■ Use of exis# proposed structures) Circle onej- Commercial tial-' ■ If an existing structure,is a fires er system installed?(Circle one): Yes No N/A ■ Is approval of homeowner's assoidation or other private entity required?(Circle one): Yes No )escribe in detail the type of work to be performed: �c )? )0L-,LC_ 629CjG- 'Mperq Owner Information lame: J&>65.j Address: 1481 4,*X IAE CZ_ "ity State r Zip 3Z�33 Phone '72-/ :ontractor Information: lame of Company: A/ i FD✓.- I-tC Qualifying Agent: kddress: City cJ AC*�,TGA1 J,Lt-Atate f-z--- Zip 3ffce Phone qC)/-"z i 76 0 Job Site/Contact Number hate Certification/Re&tration# Office Fax# krchitect Name&Phone# ;ngineer's Name&Phone# 4pplication is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or )i tallation has commenced prior to the issuance ofa permit and that all work will beerformed to meet the standards of all aws regulating construction in this jurisdiction. This permit becomes null and void ifyork is not commenced within six(6) Months, or i f construction or work is suspended or abandoned far a period of six X6,1 months at arty time after work is commenced I understand that separate permits must be secured for Elec&kd Work,Plumbing,Signs, Welft,Pools, Furnaces,Boilers,Heaters, Tanks and Air Conditioners,etc WARM NG TO OWNER:YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR HAPPROVEMENTS TO YOUR PROPERTY. IF YOU NTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. thereby cert!f}�that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work wilt be complied with whether specified herein or not. The granting I a Permit does not presume to give authority to violate or cancel the provisions of any other federal, statte, or local my regulating construction or the performance of constr ctlon. Signature of Property Owner: Signature of Contractor: Sworn to and subscribed befo aU Sworn to and subscribed before me this_Day of this Day of SHIRLEY L GRAHAM Notary Pubk-Stale of Florida Notary Public: rnmmksinnFx*a Fab 14 2nj Notary Public: t sa, �� omrnwOw#DD 518533 '"%;�...... Bonded By Nadonal Notary Assn. REVISED 03.05. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach FL 32233 Office:(904)247-5826 • Fax:(904)247-5845 ob Address: L-/AI, :�S/y it IJ Permit Number: .,egal Description Valuation of Work(Replacement Cost)$ AW` ■ Gass of Work(Circle one): New Addition Alteration ■ Use of e�PmP Vis) Circle one): Commercial ) 0slentia�' ■ If an existing structure,is afire�r system installed?(Circle one): Yes No N/A ■ Is approval of homeowner's association or other private entity required?(Circle one): Yes No describe in detail the type of work to be performed: A,00 &,Xr el'ICK rpycc 'ronertyrOwner Information dame: �J1>0iJ A- 1Xr Address: IMM Ll ilP�lbC7- My L/hv7 r c t3 c tf State C Zip 3?233 Phone CLyZL 655-6V7 contractor Information: dame of Company: A14174*1 FDV,- 11-fQualifying Agent: Wdrress: City c.1-*�-S'G AAA -,Mate 1-,KZip ?ffice Phone Z- Z76 0 Job SiteJContact Number State Certifiic ation/Regishation# Office Fax# krdutect Name&Phone# 3ngineer's Name&Phone# 4pplication is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or nstallation has commenced prior to the issuance ofa permit and that all workwill be performed to meet the standards ofall aws regulating construction in this jwIsdaiction. This permit becomes null and void be is not commenced within six(6) months, or if construction or work is suspended or abandoned for a period of six_(6) months at time meter work is mmmence I understand that separate s trust be secured for Electrical only Plumbing, km, ells,Pools, Fwwaces,Boilers,Sewers, Taxh� and A Conditioners,eta WARNING TO OWNER: YOUR.FAILURE TO RECORD A NOTICE OF COMlUIENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU tNTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. hereb cern,that I have read and examined this application and know the same to be true and correct. Allprovisions o taws a ordinances gavernin this �pe of work wtZd be complied with whether specified herein or not. The granting of a r�ertnit does not presume to give au#horny *o violate or cancel the provisions of arty other federal, state, or local taw regulating construction or the performance of constr tion. Signature of Property Owner: Signature of Contractor: Sworn to and subscribed befo a U Sworn to and subscribed before me this^Day of �o��► this Day of J�,I T ^N41 SHIRLEY L GRPA�WWn. Notary Public: , StMe No Public: �Y '•'•° �•.` Bolded By National N REVISED 03.05. CITY OF ATLANTIC BEACH PERMIT BUILDING / ZONING DEPARTMENT APPLICATION # J 800 Seminole Road n/- ~~ D I I Atlantic Beach,Florida 32233 Z \, l r. (904)247-5800 (904)247-5845 Fax www.coab.us FRE-CETVED APPLICATION TRACKING FORM MAY 2 5 2007 E UIRED DEPT: f /� Y N PLANNING Property Address: /�� ,�//✓�..5/�� (r� Z N BUILDING E" Y N PUBLIC WORKS Applicant: // �� L�� Y N PUBLIC UTILITIES Y N FIRE DEPT. Project: /J '" Y N PUBLIC SAFETY U) APPROVAL RECEIVED REQUIRED AGENCY: BY: UJ wo Y N D.E.P HUFSTETL Q Y N S.J.R.W.M. CARPER LU Y N ARMY CORPS of ENG CARPER O Y N HOTELS& HUFSTETLER RESAURANTS APPLICATION STATUS DEPT: SITE BUILDING DA AP REVIEWED BY: INITIAL: DATE: 1 ST REV ❑ ❑ PLANNING& El F-1 2ND REV ❑ 13 . DOERR/HALL ZONING 3RD REV 1-1101 1 ST REV ❑ ❑ BUILDING DEPT. ❑ ❑ 2ND REV ❑ ❑ HUFSTETLER 3RD REV ❑ ❑ 1 ST REV ❑ ❑ PUBLIC WORKS ❑ ❑ 2ND REV ❑ ❑ CARPER 3RD REV ❑ I ❑ 1 ST REV ❑ PUBLIC TILT IES IJcI, ❑ 2ND REV 1:1 ElKALUZNIAK 3RD REV ❑ ❑ 1 ST REV ❑ ❑ FIRE DEPT. ❑ ❑ 2ND REV E] ❑ ENTEFIRE DRED INTO AS400S 3RD REV ❑ ❑ Return this form to the Building Department once you have entered your comments into the AS400. Public Utilities—Distribution & Collection Date: S1 Initials: Project Name/Address: 9 Application/Permit Check Box Application Tracking Comments To Add Comment Avoid damage to underground water/sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed, call 247- ❑ 5834. Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. ❑ A sewer cleanout must be installed at the property line. Cleanout must be covered with ❑ an RTI concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested ❑ by a certified tester and a copy of the results sent to Public Utilities. Plans note the building will be unsprinkled. If plans change, any fire line installed must be metered with a Sensus touch-read meter in a properly sized vault and an appropriate ❑ backflow preventer installed. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities. If fire sprinkler system is provided, contact Malcolm Clemons at 247-5 83 9 for backflow ❑ requirements. At a minimum, will require double check backflow preventer. Fire lines must be metered with a Sensus touch-read meter. Meters larger than 2" must ❑ be installed in a vault as noted in JEA specifications. El F:\P1anReviewComments-PU.doe BUILDING PERMIT APPLICATION J r CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach FL 32233 Office:(904)247-5826 Fax:(904)247-5845 3b Address:__ /Z L-//I g5l(),2F- c 7r Permit Number: .ega1 Description Valuation of Work(Replacement Cost)$ /qo"_0• Q • Class of WorkCircle one): New Addition Alteration • Use of existing(proposed structures) Circle one): Commercial. fEawwfiap ■ If an existing structure,is a fire s er system installed?(Circle one): Yes No N/A • Is approval of homeowner's association or other private entity required?(Circle one): Yes No )escribe in detail the type of work to be performed.: A004&c 5_ 6)qCK- ccs t7 � 'O G' %�c j �✓c�% 'ronerty Owner.Information dame: J,06ej A, esl47'' Address: 14609 :ity 4'�c 11 'r e 6 c r State l Zip 3 Z 153 Phone_�t�1Y z-97� :ontractor information: ce-t- 6557-(-V7 risme of Company:___ Alrf�1(t)✓T FDVe i r-t C Qualifying Agent: kddress: City c•�f}C/�=S'(,QJ�J1r:��tate Zip Mee Phone qy11-I-d Z— i-2 6 O Job Site/Contact Number Mate Certification/Registration # Office Fax# krehitect Name&Phone# 3ngftv='s Name&Phone# (pplicadon is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or nstallation has commenced prior to the issuance o�ffa permit and that all workwill be performedto meet the standards of all aws regulating construction to this jurisdiction. This permit becomes null and void iwork is not commenced within six(6) nonths, or�construction or work is suspended or abandoned for a period of six_((6) months at ar�y time aafftter work rs .ommence I understand that separate permits must be secured for Electrical WorJ�Plumbing,Signs, Wells,Pools, Furnaces,Iloilers,neuters, Tanks and Air Conditioners,eta NARNING TO OWNER: YOUR.FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY tESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU NI'END TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY 3EFORE RECORDING YOUR.NOTICE OF COMMENCEMENT. hereby cernr,that I have read and examined this application and know the same to be true and correct. All provisions of aws and ordinances governing thisa of work wi77 be complied with whether specified herein or not. The granting of a Permit does not presume to give aut rite to violate or cancel the provisions of any other federal, state, or local taw egulating construction or the performance of constr coon apature of Property Owner: Signature ofContractor: ;worn to and subscribed befo a Sworn to and subscribed before me his Day of this Day of SHIRLEY L GRAHAM dotary Notary Public:State-of Florida Public: - Notary Public: i'Ste O!ft�O•w Commission#DD 518533 Bonded By National Notary Assn. :EVISED 03.05. CITY OF ATLANTIC NTIC BEACH PERMIT fa BUILDING/ZONING DEPARTMENT APPLICATION# 1 } v _ 800 Seminole Road Atlantic Beach,Florida 32233 1 (904)247-5800 (904)247-5845 Fax �pp_� www.coab.us RECEIVED MAY 2 5 2007 APPLICATION TRACKING FORM 13Y: REQUIRED DEPT: J//� Z Y N PLANNING J� Property Address: � �� N BUILDING I— Y N PUBLIC WORKS Applicant: fy ?'�7 OII�P." ! ��C� 0 Y N PUBLIC UTILITIES Y N FIRE DEPT. Project: X7- Y N PUBLIC SAFETY APPROVAL RECEIVED REQUIRED AGENCY: BY: INITIAL: DATE: wt Y N D.E.P HUFSTETLER Cr Q YS.J.R.W.M. CARPER a JA EUJ r- UJ Y ARMY CORPS of ENG CARPER O Y N HOTELS; HUFSTETLER RESAURANTS APPLICATION STATUS DEPT: SITE BUILDING DA I AP REVIEWED BY: INITIAL: DATE: 1 ST REV ❑ ❑ PLANNING ZONING & 1:1 ❑ 2ND REV ❑ 11DOERR!HALL 3RD REV ❑ ❑ 1 ST REV ❑ ❑ BUILDING DEPT. ❑ ❑ 2ND REV ❑ ❑ HUFSTETLER 3RD REV 010 1 ST REV ❑ WA /t-v— 7r (, PUBLIC WORKS ❑ 2ND REV ❑ ❑ CARPER 3RD REV ❑ ❑ 1 ST REV ❑ PUBLIC UTILITIES ❑ ❑ 2ND REV 1110 KALUZNIAK 3RD REV ❑ ❑ 1 ST REV 1111:1 FIRE DEPT. ❑ ❑ 2ND REV ❑ ❑ ENTERS INTO AS400FIRE DEPT. S 3RD REV ❑ 11 Return this form to the Building Department once you have entered your comments into the AS400. Public Works Plan Review Comments Date: /ate Initials: h Project Name/Address: Ile 99, Application/Permit 4: c� Check Box Application Tracking Comments To Add Comment Provide impervious surface calculations. ❑ Provide erosion and sediment control plans with installation details and maintenance ❑ schedule. Provide drainage plans showing site topography (flow arrows, etc.) ❑ Provide construction site management plan, including Right-of-Way Permit if using ❑ right-of-way for construction parking. Provide a pre-construction topographic survey prepared by a Florida Licensed ❑ Professional Land Surveyor, showing 1' contours. Section 24-66(b)of the Land Development Regulations requires on-site storage for increased runoff. Provide Delta volume calculations and on-site retention required per ❑ Section 24-66(b). (See attached info. Sheet) If on-site storage is required, a post construction topographic survey documenting proper ❑ construction will be required. A Right-of-Way Permit must be obtained. ❑ A Revocable Encroachment Permit must be obtained for ❑ Pool—Wellpoint(if used) must discharge into vegetated area 10' minimum from street ❑ or drainage feature (swale or structure) All driveway aprons must be concrete, 5 inches thick, 4000 psi,with fibermesh from the edge of the pavement to the property line. Reinforcing rods or mesh are not allowed in ❑ the ROW(Commercial driveways—6"thick). Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be shown on ❑ the plans. F AP1anReviewComments-PW.doc 4c° BUILDING PERMIT APPLICATION r....' CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach FL 3223Y Office:(904)247-5826 • Fax:(904)247-5845 Db Address': L-��tfSl(} C7'` /I/ Permit Number: egal Description Valuation of Work(Replacement Cost)$ 1 Y V�0 0 ■ Class of Work(Circle one): New Addition Alteration ■ Use of existing/proposed structures} Circle one): Commercial �la ■ If an existing structure,is a fire sp�er system installed?(Circle one): Yes No N/A ■ Is approval of homeowner's association or other private entity required?(Circle one): Yes No )escribe in detail the type of work to be performed: 'ronerty Owner Information Same: ��Efi.! !�- � 3>Z�.c�v sK� Address: JAS9 44.1, ,I bA cT ',ity lGlh✓!-rC ct`f State-Zip 30-233 Phone .ontractor information: CO-t- Mame of Company Al ��1�✓S FDVe 11-t(f Qualifying Agent: kddress: 7dity s1 Zip )ffce Phone gd1l 2- i76 0 Job Site/Contact Number haze Certification/Registration# Office Fax# krchitect Name&Phone# :ngineer's Name&Phone# Ipplication is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the issuance o{a permit and that all work will be perfiqrmedto meet the standards of all aws regulating construction in this jurisdiction. This permit becomes mrll and void iwork is not commenced within six(d) " ths, orfa construction or work is suspended or abandoned for a period of six (6) months at arty time after work as xammenced I understand that separa#e 'ts must he secured far Electrical Torp Plumbing,Signs, WWells,Pools, Furnaces,Boilers,Heaters, Tanksdnditioners,etG WARNMG TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COM1VlENCEM ENT MAY RESULT IN YOUR PAYING TWICE FOR EMPROVEMENTS TO YOUR PROPERTY. IF YOU [NTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. rhereb certify,that I have read and examined this a plication and know the same to be true and correct. Allprovisions o taws and ordinances governing this ttyyppe of work wzl be complied with whether specified herein or not. The wanting of a �ernit does not presQne to give authorit,� to violate or cancel the provisions of ar�y other federal, state, or local law regulating construction or the performance of constr coon. Signature of Property Owner: Signature of Contractor: Sworn to and subscribed befo a Sworn to and subscribed before me his_Day of this Day of SHIRLEY l..GRAHAM Notary Public: - Notary Put�c=Pims of Florida Notary Public: ""� o• commission#DD 51aM Bonded By National Notary Assn. ?EVISED 03.05. MAP SHOWING BOUNDARY SURVEY OF LOT 122 BLOCK =' AS SHOWN ON MAP OF SEL VW L/A/AS1,06 !JN/T 2 AS RECORDED IN PLAT BOOK 47 — PAGES 65'65B OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: CE/V1'EX tES G'ORRvRAT/ON NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. /YO 7E: ELEY/IT/ONS ;4RE ,SNOX'Al 7'41i15.' C14. 92J AND 9e,'EC? Ty NAT/O/JAL 6EOOETiC VEI211CA1- DAIUH Of/429 CENT/F/ED TO: 6A1VRY R, 7AYLOR ; C•T, X. ",ol4/vY ; STEtt/AR r T/TLE v� �/C�I�SONV/LLE /NC'. MerRO!0OZITA/v Ti TLE $ GUARANTY CO. - _ N DONA/ERS 1?E10L47- , PLAT QOOfI /9, 10.46E /G X'8.,704 Alo' 0/1 oo"w a LB.,704 ° G• � 50.00' _o z, 6C,PE EN6A O � CONCRETE � � V PORcN O ' � STUCCO w✓i✓6 O WO[cf CIYA/rA[) az';V O ,•II /-STORY STUCCO o ~ � lq OrvELL rNG � � h ^^^^ Q"Z L G.7• I/•cJv' �� 7'9 0 '• 0.5� d1 '. W,.�. Q /o x io JEA EgUIPHEN7 EASEMEN7 w/TRAN5F• " &.f' R� ' Lk✓35L �O �.>' NC•SLf/B 7.6 J- EASEMENT Pc. 34.41 \ �. G9.G8 PT FUUNO LB.G219 s 0!0/=pp-E_ w•00 , CBi704 'X"cul NOTICE OF COMMENCEMENT (PREPARE IN OUPLGAM Permit No, Tax Folio No. State of County of To whom It may concern: The undersigned hereby Informs you that Improvements will be made to certain real property,and In accordance with Section 713 of the Florida Statutes,the following Information Is stated In this NOTICE OF COMMENCEMENT, I Legal description of property being Improved: Lu a1.-:�— 5e lya- t c,i-,,$ t�- uy;k Zerty ! �1 Address of propbeing improved:1(�`� L' KS ► N /n}icL"fiL F>e,--LVV Ft_. -3-L-1—' _ General description of Improvements: ( Ict..55 ►0 Owner r Address /(,yj L.,vNysrjct Owner's interest in site of the Improvement 0�1+}'�� Fee Simple Titleholder(if other than owner) Name �,�G�i '8► Address Contractor SUntastic Inc. A Address 904-996-r6l6-776 Beach Blvd Jacksonville FL 32246 _ 1414 ,� Phone No. Fax No. Surety(If any) Amount of bond$ Address t Phone No. Fax No. Name and address of any person making a loan for the construction of the Improvements. Name Address Phone No. Fax No. Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name Address Phone No. Fax No. In addition to himself,owner designates the following person to receive a copy of the Llenor's Notice as provided In Section 713.08(2)(b),Florida Statutes. (Fill In at Owner's option). Name Address Phone No. __,_____ Fax No. Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: 9 r/� Before me h �=da of�r.�¢'�..�f . cJ� In the County of al,State da, fly appeared Doc r#2'i0_ . � � , ;i hJurnber r' k �.1 Pai;e 1 . ages: I Notary Public at ge,State of Florida,County of Ouval led&Recorded 38109i2r),Dz at 11 5,,"��r, Ji+'ri F!JLL[R ra r My commisal expires: �ZK CERCI-IfT C,);IRI-Dt;VAL i�OUNTY PECGRCi"!C:$10 Dt� Personally Known or Produced Identification KAUFMAN *: MY COMMISSION#DD 201399 EXPIRES:August 92007 Bonded firu Notary Public underwriters CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 tf. INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031072 Date 8/25/05 Property Address . . . . . . 1689 N LINKSIDE CT Tenant nbr, name . . . . . WIRE ENCLOSE PORCH Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation 0 Owner Contractor ----- ------------------- ------------------------ JARANOWSKI, JOHN R. WADE ' S ELECTRIC SERVICE P.O. BOX 17237 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32245 (904) 655-2495 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BU114 VG CODES. 14& BUILDING OFFICIAL 77 CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: (J --2, :S 05 Property Address: Z=;)k!�-)l (? Cc U r(" A/ Owner: ac.)k/V �1w Telephone#: -� �-—7 72 Contractor: �)aAeS Telephone #: 21 Contractor Address: 76d (-jqsUPe Q DC Fax#: Z2( -3000 Contractor Signature: W aaz'�' Aitgki-�� In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: B lding Type: ❑ Trailer Service: If other construction is �,1 being done on this building ❑�/New 0' Residence 13 Temp. ❑ New Irl Old C3 Commercial ❑ Signs ` ❑ Increase Pe site,list the building $n Permit numb r ❑ Re-wire E3 Addition Sq.Ft. ❑ Repair QS —�j d3ri Y Conductor Size: AMPS: COPPER ALS Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS PH W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Rece tacles CONCEALED OPEN Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea. Sign Miscellaneous ( � �'IN zuG se 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ei.atlantic-beach.fl.us Revised 1/04 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs ©� Residential Whole Building Performance Method A Project Name: john Builder: SUNTAST{C Address: 1689 LINKSIDE CT.N. Permitting Office: ATLANTIC BEACH j City, State: ATLANTIC BEACH, FL 32233- Permit Number: Owner: JOHN JARANOWSKI Jurisdiction Number: 261100 Climate Zone: North j 1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:3.0 kBtu/hr - 3. Number of units,if multi-family 1 _ SEER: 12.00 4. Number of Bedrooms 3 = I b. PTAC and Room Unit Cap:0.8 kBtu/hr - 5. Is this a worst case? No EER: 12.00,Unducted 6. Conditioned floor area(ft2) 1896 ft2 c. N/A _ 7. Glass area&type Single Pane Double Pane - a. Clear glass,default U-factor 0.0 ft2 0.0 ft2 - 13. Heating systems b. Default tint 0.0 ft2 0.0 ft2 - a. Electric Heat Pump Cap:3.0 kBtu/bT - c. Labeled U or SHGC 0.0 ft2 262.0 ft2 HSPF:8.00 8. Floor types _ b.Electric Heat Pump Cap:0.8 kBtu/hr _ a. Slab-On-Grade Edge Insulation R=0.0,213.0(p)ft _ HSPF:8.00,Unducted , b.N/A - c. N/A _ c. N/A - 9. Wall types T 14. Hot water systems a. Frame,Wood,Exterior R=21.0, 1153.0 ft2 - a. N/A _ b.Frame,Wood,Exterior R=13.0,247.0 ft2 - - c.N/A _ b. N/A - d.N/A - e. N/A c. Conservation credits _ HR-Heat recovery,10. Ceiling types _. ( Solar I a. Under Attic R=30.0, 1896.0 ft2 - DHP-Dedicated heat pump) b.N/A - 15. HVAC credits MZ-C,MZ.H - c. N/A (CF-Ceiling fan,CV-Cross ventilation, 11. Ducts - HF-Whole house fan, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,15.0 ftPT-Programmable Thermostat, b.N/A - MZ-C-Multizone cooling, MZ-H-Multizone heating) 1 I � Total as-built points: 13420 Glass/Floor Area: 0.14 PASS Total base points: 19566 �I hereby certify that the plans and specifications covered Review of the plans and by this calculation are in compliance with the Florida specifications covered by this ogzx>g sr90. Energy Code. calculation indicates compliance ,'' PREPARED BY: with the Florida Energy Code. E Before construction is completed A DATE: � this building will be inspected for I hereby certify that this building,as d sign , is in compliance with Section 553.908 o compliance with the Florida Energy Code. Florida Statutes. n Wil OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: EnergyGauge@(Version: FLRCSB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1689 LINKSIDE CT.N.,ATLANTIC BEACH,FL,32233- PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF= Points .16 1896.0 20.04 6839.3 Double,SC=0.51 N 0.0 0.0 9.0 7.90 1.00 71.1 Double,SC=0.43 N 1.0 4.0 6.0 5.84 0.94 32.9 Double,SC=0.39 N 1.0 6.0 15.0 4.81 0.97 70.3 Double,SC--0.46 W 1.0 5.0 28.0 16.61 0.95 441.4 Double,SC=0.39 W 1.0 5.0 48.0 13.47 0.95 613.6 Double,SC=0.39 S 1.0 5.0 40.0 12.32 0.91 448.3 Double,SG=0.39 N 1.0 5.0 28.0 4.81 0.96 129.6 Double,SC=0.66 W 1.0 5.0 48.0 25.59 0.95 1166. Double,SC=0.66 S 1.0 5.0 40.0 23.71 0.91 863.0 As-Built Total: 262.0 3836.2 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood,Exterior 21.0 1153.0 0.81 938.9 Exterior 1400.0 1.70 2380.0 Frame,Wood,Exterior 13.0 247.0 1.50 370.5 Base Total: 1400.0 2380.0 As-Built Total: 1400.0 1309.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 21.0 6.10 128.1 Exterior 42.0 6.10 256.2 Exterior Wood 21.0 6.10 128.1 Base Total: 42.0 256.2 As-Built Total: 42.0 256.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1896.0 1.73 3280.1 Under Attic 30.0 1896.0 1.73 X 1.00 3280.1 Base Total: 1896.0 3280.1 As-Built Total: 1896.0 3280.1 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 213.0(p) -37.0 -7881.0 Slab-On-Grade Edge Insulation 0.0 213.0(p -41.20 -8775.6 Raised 0.0 0.00 0.0 Base Total: -7861.0 As-Bulk Total: 213.0 -8775.6 INFILTRATION Area X BSPM = Points Area X SPM = Points 1896.0 10.21 19358.2 1896.0 10.21 19358.2 EnergyGauge®DCA Form 600A-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1689 LINKSIDE CT.N.,ATLANTIC BEACH, FL,32233- PERMIT#: BASE AS-BUILT Summer Base Points: 24232.7 Summer As-Built Points: 19264.4 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) 19264.4 0.789 (1.090 x 1.147 x 0.91) 0.284 0.950 4556.1 19264.4 0.21l(1.000.1470.00 0.284 0.950 1213.9 24232.7 0.4266 10337.7 1 19264.4 1.00 1.109 0.284 0.950 5770.0 EnergyGaugeTM' DCA Form 600A-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1689 LINKSIDE CT.N.,ATLANTIC BEACH, FL,32233- PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF= Point .18 1896.0 12.74 4347.9 Double,SC=0.51 N 0.0 0.0 9.0 26.63 1.00 239.7 Double,SC=0.43 N 1.0 4.0 6.0 27.00 1.00 162.4 Double,SC=0.39 N 1.0 6.0 15.0 27.18 1.00 408.0 Double,SC=0.46 W 1.0 5.0 28.0 24.84 1.01 704.9 Double,SC=0.39 W 1.0 5.0 48.0 25.42 1.01 1236.9 Double,SC=0.39 S 1.0 5.0 40.0 21.88 1.06 924.8 Double,SC=0.39 N 1.0 5.0 28.0 27.18 1.00 762.0 Double,SC=0.66 W 1.0 5.0 48.0 23.15 1.01 1126.5 Double,SC=0.66 S 1.0 5.0 40.0 17.70 1.06 748.0 As-Built Total: 262.0 6313.1 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood,Exterior 21.0 1153.0 2.00 2306.0 Exterior 1400.0 3.70 5180.0 Frame,Wood,Exterior 13.0 247.0 3.40 839.8 Base Total: 1400.0 6180.0 As-Built Total: 1400.0 3146.8 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 21.0 12.30 258.3 Exterior 42.0 12.30 516.6 Exterior Wood 21.0 12.30 258.3 Base Total: 42.0 516.6 As-Built Total: 42.0 516.6 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1896.0 2.05 3886.8 Under Attic 30.0 1896.0 2.05 X 1.00 3886.8 Base Total: 1896.0 3886.8 As-Built Total: 1896.0 3886.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 213.0(p) 8.9 1895.7 Stab-On-Grade Edge Insulation 0.0 213.0(p 18.80 4004.4 Raised 0.0 0.00 0.0 Base Total: 1895.7 As-Built Total: 213.0 4004.4 INFILTRATION Area X BWPM = Points Area X WPM = Points 1896.0 -0.59 -1118.6 1896.0 -0.59 -1118.6 EnergyGauge®DCA Form 60OA-2001 EnergyGaugeVFIaRES'2001 FLRCSB v3.30 FORM 600A-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1689 LINKSIDE CT.N.,ATLANTIC BEACH, FL,32233- PERMIT#: BASE AS-BUILT Winter Base Points: 14708.4 Winter As-Built Points: 16748.1 ---- ---- ------------ ----------- --------- - --- 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) 16748.1 0.789 (1.069 x 1.169 x 0.93) 0.426 0.950 6039.7 16748.1 0.211(1.0Q x 1.169 x 1.00) 0.426 0.950 1610.6 14708.4 0.6274 9228.0 1 16748.1 1.00 1.128 0.426 0.960 7660.3 EnergyGauge'rm DCA Form 600A-2001 EnergyGaugeS/FiaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 9689 LINKSIDE CT.N.,ATLANTIC BEACH, FL,32233- 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 0.0 3 1.00 2746.00 1.00 8238.0 As-Built Total: 0.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 10338 9228 0 19566 5770 7650 0 13420 PASS 04-THE S 4." O y _ flffl as 'c�E ?fie P` 1 MoD WE EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FIaRES'2001 FLRCSB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1688 LINKSIDE CT.N.,ATLANTIC BEACH, FL,32233- PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.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 6MA. 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 i _ 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. Mufti-story Houses 606_1.ABC_1.2.5_ Air barrier on perimeter of floor cavity between floors. Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff(gas)must be provided.External or built-in heat trap required. _ Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation. ----------- ----------- --- - HVAC Controls 607.1 Secrate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE*=88.8 The higher the score,the more efficient the home. JOHN JARANOWSKI, 1689 LINKSIDE CT.N., ATLANTIC BEACH, FL, 32233- 1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:3.0 kBtu/hr _ 3. Number of units,if multi-family I - SEER: 12.00 _ 4. Number of Bedrooms 3 _ b.PTAC and Room Unit Cap:0.8 kBtu/hr _ 5. Is this a worst case? No _ EER: 12.00,Unducted 6. Conditioned floor area(W) 1896 ft2 c. N/A _ 7. Glass area&type Single Pane Double Pane a. Clear-single pane 0.0 ft2 0.0 ft2 _ 13. Heating systems b. Clear-double pane 0.0 1`12 0.0 ftz _ a. Electric Heat Pump Cap:3.0 kBtu/hr _ c. Tint/other SHGC-single pane 0.0 ft2 262.0 ft2 _ HSPF:8.00 _ d. Tint/other SHGC-double pane b. Electric Heat Pump Cap:0.8 kBtu/hr _ 8. Floor types _ HSPF:8.00,Unducted _ a. Slab-On-Grade Edge Insulation R=0.0,213.0(p)ft _ c. N/A _ b.N/A _ c. N/A 14. Hot water systems 9. Wall types _ a. N/A _ a. Frame,Wood,Exterior R=21.0, 1153.0 ft2 b.Frame,Wood,Exterior R=13.0,247.0 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=30.0,1896.0 112 15. HVAC credits MZ-C,MZ-H _ b.N/A (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0, 15.0 It MZ-C-Multizone cooling, b.N/A 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) OQ�YiB 8T9�8 in this home before final inspection.Otherwise,a new EPL Display Card will be completed based on installed Code compliant features. �` ��'� .�°f *',.• Builder Signature: Date: r Address of New Home: City/FL Zip: WE tq� *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStarTmdesignation), your home may qualify for energy efficiency mortgage(EEAP 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.uc f edu for information and a list of certified Raters. For information about Florida's Energy Eff ciency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version:FLRCSB v3.30) Project Summary Date: Entire House By: DONOVAN HEATING AND AIR CONDITIONG 315 6 TH AVE SOUTH,JACKSONVILLE BEACH,FL 32250 Phone:904241-3785 Fax:904-241-3745 Email:bill@donovanac.com Web:www.donovanac.com Project • • For: JOHN JARANOWSKI 1689 LINKSIDE CT. N.,ATLANTIC BEACH, FL 32233 Notes: Design Information Weather: Jacksonville, Mayport Naval, FL, US Winter Design Conditions Summer Design Conditions Outside db 25 OF Outside db 96 OF Inside db 70 OF Inside db 72 OF Design TD 45 OF Design TD 24 OF Daily range L Relative humidity 55 % Moisture difference 52 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 35217 Btuh Structure 22678 Btuh Ducts 3940 cfm Ducts 3559 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh AED excursion 2313 Btuh Equipment load 39158 Btuh Use manufacturer's data n Rate/swing multiplier 1.01 Infiltration Equipment sensible load 25241 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 3588 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ftz) 1896 1896 Equipment latent load 3720 Btuh Volume(ft') 15168 15168 Air changes/hour 0.35 0.35 Equipment total load 28960 Btuh Equiv.AVF(cfm) 88 88 Req.total capacity at 0.70 SHR 3.0 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade XE 1000 Weathertron Trade XE 1000 Weathertron Model TWRO36D Cond TWR036D Coil TWE042C14-B Efficiency 7.2 HSPF Efficiency 10.3 SEER Heating input Sensible cooling 25340 Btuh Heating output 32600 Btuh @ 47°F Latent cooling 10860 Btuh Temperature rise 23 OF Total cooling 36200 Btuh Actual air flow 1290 cfm Actual air flow 1290 cfm Air flow factor 0.033 cfm/Btuh Air flow factor 0.057 cfm/Btuh Static pressure 0.10 in H2O Static pressure 0.10 in H2O Space thermostat Load sensible heat ratio 0.87 Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. t vi'i40Ht50'ft Right-Suite Residential 5.9.35 RSR39613 2005-Aug-15 14:25:52 *, r.�-, C:\My Documents\Wrightsott HVAC\JARANOWSKI.rrp Calc=MJ8 Orientation=E Page 1 hL City of Atlantic Beach Planning and Zoning Department O% WNERS REPS r , PLAT lgooK TW,4p*iIwv*0 "N oanpNmoe with applicable zoning, subdivision and other local land development regulations, but does not constitute approval for the issuanoe of permits. Compliance �0 Q/- Q�� with Wide Buitding Code and an other applicable 1e/7O4 ° loaat°state 1 permitting requirements _ the City of Atlantic °. 50.0 ' Beac Bt dMg BuNdt prier I* o issuance of s in � 6Ci46E/J60 /�pyl� �� ' O I / CONCRE T'E O l PO PCN I!i - Stucco w�Ne V wau5 Cry'oie,Ec) I rri o I ti m F' U.t' 3 � /-STORY STC/CCO c # /GGB o /5"EAVESji h G.7' //•GJ�/ /-0 /OJEA E4U1PHE1V7 fASE141E147 yv/TpAA/5F j Z G 4 a o LW,;5L4.7'C17A1C S[UB7.5� -- t, ' .2• � ✓EA. EASMENT E 9 ❑ - =-=-. - v --�- PC .34.41 \ G9 Gg PT " ,XCU LB.Gzl9 SO!0/!OOZE_ 0,00 ' �8�7os x"cul ✓ LC061C ?7 /t/ORTN Asa a��7 wQy� F/SIAL SURVE y 7- 27- 95 No 7E FDU.VO a« IROA45, FO UN0.47/ON U•4YE Y .5-3- :96 /VO rE '"OaAlo 4Z4 iQOAKS HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION. MEETS THE MINIMUM LEGEND: TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61G17-6, FLA ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027,FLORIDA STATUTES),AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACH- MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY 1/2 FOIJINO NIOM o Iii-SET IRON L.S.1704 FLOOD CERTIFICATE: THE LOT SHOWN HEREON IS IN FLOOD S.Ft.L NJILD/NG REETTUCTION LINE ZONE I AS SHOWN ON THE FLOOD INSURANCE RATE CLARSON AND ASSOCIATES, INC. G CENTRAL MOLE MAP COMMUNITY PANEL NC 12DO75 D DATED 4-i7- 99 1642 NALDO AVE. JACKSONVILLE, FLA 92207 R RADIUS A MC DISTANCE GI. CNORO DISTANCE SURVEYED APR// /0 t9 95 ►c. POINT O. TA*"UCRE _ P.T. iO1NT 0/ TANGENCY 2�. EQISTERED SURVEYOR No Z3Gh FLA P.R.0 POINT or REVERSE c,NNVE SCALE — — JOSE �4. 4//G G �CxC-►OINT GPWQoNrouNw awre z AB.550,/F./ FIELD BOOK 537 PG. 76 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ,p ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030991 Date 8/17/05 Property Address . . . . . . 1689 N LINKSIDE CT Tenant nbr, name . . . . . GLASS PATIO ENCLOSURE Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . TO BE UPDATED Application valuation . . . . 13925 Owner Contractor ------------------------ ------------------------ JARANOWSKI , JOHN R. SUNTASTIC INC 9776 BEACH BOULEVARD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32246 (904) 996-1616 ------------------------------------------------------- --------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 150 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 13925 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 150 . 00 150 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 150 . 00 150 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING DES.- BUILDING OFFICIAL CITY OF ATLANTIC BEACH cc: BUILDING / ZONING DEPARTMENT H. n (� } 800 Seminole Road . Doerr �J Atlantic Beach,Florida 32233 (904)247-5800 'j (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # L,),J Property Address: �� /�• [�l n �� ( ,T Applicant: Project: CZ.t f ' Thisperm' application has been: Approved Reviewed and the following items need attention: Please re-submit vanr lication when these items have been completed. Reviewed I Date: Date Contractor Notified: CITY OF ATLANTIC BEACH Cc: �x\ / BUILDING /ZONING DEPARTMENT D. Ford I� nr 800 Seminole Road . HI 1` Atlantic Beach,Florida 32233 oerr (904)247-5800 (904)247-5845 Fax www.coab.us Alk 1 PLAN REVIEW COMMENTS Permit Application # fi5�IH Property Address- / 2/0 "11 Applicant: /7 /40 "a Project: This permit application has been: Approved C7 Reviewed and the following items need attention: IQU Please re-submit your application when these items have been completed. Reviewed By: Date: gll(ks' Date Contractor Notified: �Ma^ 09 04 01 : 49p City of ntiantic Beach Bu 904-247-5845 p. 3 CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (AL T E RAT'I Ol`d S!AD D I T I ON S) Date: . Job Address: J $� t. ►n\�.S ad f��1}i� k� , FL .3LZ 3 Owner of Proper(, :: 33 Adaress: / (oA L t n k,S i cid C � �!��Ic,vt��'� O tc � f"3z XTelephone: Legal ?description: Block Number: — Lot Number:Zoning District: Contractor: ,rt,�' �<�-Lfiov�SynM&-h (,State License Number: 1' 6C_ 132-784Z Contractor's Address: 77(e 32z.g4ra Telephone: '70A g`)L- -I(o1(o Fax: qcN -- q`ico - ILI i g _ Describe proposed use and work to be done:. 1y-Ss 111-7119 Present use of land or building(s): X es Valuatior, of proposed coni ruction._ /3,9zs What are the dimensions of the added space: feet xfeet Will the added area be heated and cooled?. /J New electrical or increase in service? hdd plumbing fixtures? AJU Add fireplace? /�d _ Add heating/air conditioning? f`�y Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Will twi project involve changes in elevation,site grade or any use orfill tuaterial or Lite removal of any trees? ,I NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. LJ NCI. Applicant certifies that no trees will be removed for this project. rl YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month, Procedure: In order to expedite issuance of permits, please follow all steps and provide nil information as appr,opriare. Incomplete applications may result in delay In issuance of permit. STEP 1. Verify zoning designation add proper setbacks for the proposed amstruc(iun. Ir you arc unsure of this ;nformation, please contact the Planning and Zoning Department at 904-247-5826. In order to cotxctly verify zoning designation, please have Property Appraiser's Rcal Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine I: a pre-construction or post-construction topograpiuctt) survey or grading plan is roquirer (if not required. written verification must be provided with this application.) The Department of Public Works Is located at: 1200 Sandpiper i,ane, !atlantic Beach.FL 32233 Telephone:(904)24?-5834 STEP 3. Submit Tree Removal Application if trees arc to be removed or relocated. STEP 4. Please submit Building Permit Application. EnerR, Code Forms, Notice of Commencement, Owner,`Contractor Affidavit if owner is contractor,and four(4)ovmplete sets of construction plans to the Building Department,which is located at the Atlantic Reach City Hall,800 Saminoir Road,Atlantic Bcach,FL. 32233 Telephone:(904;247-3826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 -http:/fwww.ei.atiantic-beach.tl.us Page 1 neviscd 1/14,b3 . Ker;.09 04 01 : 50p City of Fltlantic Teach Hu 904-247-5845 p. 4 in addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed, Scale of drawings should be sufficient to depict all requirc-d information in a clear and legible manner. 1. Current survey showing the property batrndary with bearings and di stances and the legal io3cription. 2. location ofall structures,temporary and permanent,including setbacks,huildirg height,number ofstories and sq care txotagc. Identify atly existing structures and uses, 3, if required by the Department of Public Works,a pre•wrstruction topographical survoy. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. S. Impervious Surface area calculations: include driveways, sidewalks,patios and other lmper0ous Surfaces. Swimming pools may be excluded from total Impervious Surface. b. Other information as may be appropriate for individual applications. I hereby certify that all in at`ion pprovid whit this appiiaarion' correct. T Signature©towner: X �' Ante. .-- 7 hereby certify that i have'ad and exan,6rd tbis application and knots the same to be true and correct. All provisions of the laws and ordinances gotierning this type ofwork will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rule"regulations,ordinances,or laws in any manner,including,the gavcming of construction or the performance of construction of the property. 1 understand that the issuance of this permits contingent upon the above information being true and correct and that the plans d supporting data have beer.o shat;be provided as required. Signature of Contractor: _ Date:_co? ..1 a-i Address and contact infbolation of person to receive/all correspordence regarding this application (please print). � Name: ._1/11 - Mailing Address: 5��/✓��5 C /�C Q77 fL� •t�� Telephone: A9Z ajFlo Fax:_ r/G JS''^/ E-Mail:�/ CFD�®�y,✓T. T/t,��f�Z AS TO OWNER: Sworn to and subscribed before me this day of . _.20 e J State of Florida,County of Duval w MICHAELKAUFMAN Notary's Signature: MY COMMISSION#DD 201399 EXPIRES:August 9,20D7 personally known • Bonded Thru Notary Public Undemriters [] Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this �7 day of_•T N k+ State of Florida,County of Duval Notary's Signature: MICHAEL KAUFMAN - � e= MY COMMISSION#DD 201399rson ally known sr EXPIRES:August 9,2007 [� Produced identification '? „k Bonded Thru Notary Public Underwriters Type of identification produced 890 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 • Fax; (904)247-5845 •http:I/www,ei.atiantic-beach.11.us Page 2 Revised 1;14/03 City of Atlantic Beach *** CUSTOMER RECEIPT *** Ooer: BORDERS Tvoe: OC Drawer: I Datei !1/25/05 00 Receipt no: 79473 �- Descriotion Quantity Avount 2085 31072 BP BUILDING PERMITS 1.00 $70.00 Tender detail CK ICK 1956 $70.00 Total tendered $70.00 Total oavvent $70.00 Trans date: 8/25/05 Time: 12:28:58 WALL 5ECTION5 --2-2"x6"HEADER MIN. 4"x4"WOODEN P05T( ) 2- "xNN ER(MIN.) ��4"x4"WOODEN P05T 96" (MAX) STUD KNEEWALL STUD KNEEWALL GABLE 51DE WALL (C) — EXIE TING ROOF (BY OTHERS) 2-2"x6"HEADER(MIN.) A 5 5 E M13 LY DETAILS 113KT13K EXISTING ROOF ' 4"x4"WOODEN P05T (BY OTHERS) GUTTER FASCIA 3) STUD KNEEWALL 2-2"x6" HEADER (MIN.) SLIDING DOOR OR WINDOW TEMPERED GLASS FLOOR CHANNEL SLAB 13. A1313REVIATIONS: GBM=CRAFT-BILT MANUFACTURING D = DOOR P5F = POUNDS / 5Q. FOOT M MULLION FT FEET TYPICAL GABLE SECTION = = W= WINDOW BC = BUILDING CODE i�OT TO SCALE A PROVED HC = HONEYCOMB PANELS IBC = INTERNATIONAL BC CITY OF ATLANTIC BEACH E5, EP5 = POLYSTYRENE PANELS UBC = UNIFORM BC BUILDING OFFICE H = THERMALLY-BROKEN NBC = NATIONAL BC ALUMINUM H-STIFFENER SBC = STANDARD BC AUG=1 6 Z005 D F= PANEL MFG = MANUFACTURER 1 MPH = MILES PER HOUR SPECS = SPECIFICATIONS MAX = MAXIMUM $ys L tunmt n DAV/0 oo''r0000 PROJECT: CONTRACTOR: JARANOWSKf 5UNTA5TIC INC. �► 1688 UNKSIDE CT, 9776 BEACH BLVD 11 -5 x 16 -4.25 No, 4o0 .r ':-ATLANTIC BEACH, FL 32233 JACKSONVILLE, FL 32246 WALL ENCLOSURE TATE -1F DRAWN BY: CJJ DWG NO.: �� em40-11x16-jaranowoki GENERAL LAYOUT r} RP/ `\M1`��J �, SC E: 1" = 75" DATE: 8/3/2005 LAYOUT f LAN5 EXISTING BUILDING 5TUD WALL ' STUD WALL 96" n (MAX) 84 T � o '5: y � GABLE SIDE WALL (A r r � � M F34"x93"D 69"x75"W 69"x75"W P 4"x4"WOODEN POST---- 0 tj OST❑%i B - WALL �-- — 16'-4.25" ——� GABLE FLOOR PLAN 96" (NOT TO SCALE) (MAX) 36° 71.5" 71.F rn2c n2c - - -- - #8Z/4'50506"at every doorframe sill GABLE FRONT WALL (I ` for timber wall: for masonry wall• ~ w #14x2"Hex@TB 1/4'x1 1/2"Nail Anchors@TB —At Flashing --_1 #bx3/4"� 51)5024" L #14x3"Hex@ every stud(less than 24"o.c.) L -j IforWooden Deck(min.4/unit) -- - SECTION 112-G #Sx 3/4"505018" SECTION 113-K NOTES FOR GABLE CONSTRUCTION 1. HC/EPS REFERS TO CBM STRUCTURAL 7. PANELS MAY ONLY BE USED IN ROOFS AND WALLS WHERE PANELS WITH ALUMINUM SKINS BONDED TO CLA55 B OR CLA55 11 INTERIOR FINISHES ARE PERMITTED HONEYCOMB/POLYSTYRENE CORES (3",4 '/2" BY CODE. AND 6" IN THICKNESS). ADJACENT PANELS 8. HORIZONTAL JOINTS BETWEEN THE ENDS OF PANELS ARE ARE CONNECTED USING VINYL CLEATS OR H5. NOT PERMITTED. 2. 120 MPH DESIGN WIND SPEED', EXPOSURE C. 9. CONTRACTOR TO PROVIDE FALL PROTECTION PER LOCAL CO[ 3. DESIGN ROOF PANEL DEAD LOAD = 5 PSF. FOR SUNKOOM5 WITH A FINISHED FLOOR LEVEL OF 30" 4. DOOR AND WINDOW LOCATION5/51ZE5 ARE OR GREATER ABOVE AN EXTERIOR SURFACE. INTERCHANGEABLE PER MFG'S SPECS. 10. STRUCTURAL FRAMING AND CONNECTIONS TO BE INSTALL! 5. ROOM PROJECTION (A OR C WALL WIDTH) MAY PER CBM SPECS. VARY PER DOOR&WINDOW LAYOUT& RIDGE 11. CONTRACTOR TO INSPECT ALL EXISTING CONDITIONS BEAM/COLUMN DESIGN (UP TO 16 FT). AND AS NECESSARY REPAIR AND/OR REPLACE ALL 6. PANELS MAY ONLY BE USED IN ROOFS MATERIALS A5 REQUIRED TO RENDER THEM 5TKUCTUKALL' AND WALLS OF ONE STORY BUILDINGS OF SOUND AND COMPLETE. CON5TKUCTION: TYPE VB (FOR IBC/NBC), 12. AUTHORIZED FOR BETTERLIVING DEALER/MATERIALS USE TYPE VI (FOR 5BC) AND TYPE VN (FOR UBC). JI 3U,'2()U4 11: 41 FAA 2157219735 CRAFT-GILT HANOFACTURING y SUNTASTIC fletterliving'' 1�, PATIO & SUNROOM5 Design Pressure (DP) Rating for Window & Door U 4 'iodvcr Aluminum Unit Sizes" rPE 33' 33" 1 451, S 5 " 63" 9 7T'— 81" Single Glaze Door 20 20 20 16 16 16 Single 1318ze 11lin,dow 20 20 20 20 20 20 20 15 15 15 Single Glaze Door 35 35 36 35 35 35 1 wan stiffener i Single 31aze Window ; 35 36 35 35 35 35 35 35 35 m 7 ,mtn S�jffsr.er Insuletad Door 30 30 30 25 25 26 Insulated Wlndow 40 40 40 40 40 40 40 26 ` 25 25 Ir3L:;a(sd Door 45 45 45 45 M 45 45 I v;i:h Suffenar I�sulecsd ffe-*r w 45 45 45 45 45 45 46 45 45 45 rri'.h Stlffcner 1 Producr Vlnyl.Unit Sizes" Type 36X 4 fX 47K 53Y.0 1 69A$965XA 7 1,Vi 77Y.R 1 83y:" Vinyl Docr Unit 26 25 25 25 25 Vinyl Wirdow Unit 30 30 30 30 30 30 30 30 30 'NDTE; Gateway sixes tested per AAMA 101 Approximate Wind Loa ps on Well Center Wind Speed Exposure B Exposure 0 (mph) 90 mph 16 psf 18 psi 22 psf 100 mph 20 2sf 24sf 29 psf 110 m h 25 psf 30 psf 37 paf NOTES: �- 30 esf 36 p9f 44 pst -r.pr _ rra:e5 pe•nc�r 130 mph 33 p5f 42 psf 51_psf P;'= a00a3 par square toot �771 4 0 mph 40 pof 48 psf 59 psf :zoosure c =Resiaenlia' Ex'osure C =Open Lard Approximate Wind Loaa(pif') :x:)osure 0 s S 530 h, torn withln 4 foot of Wall Corner 'rete; D:;Jy Wind Speed Exposure B Exposure D (mph) 90 mph 20 psf 24 P3f 29 osf 100 mph 25 psf 30 prat 37 psi 110 mph 50-psf 36 si 44 psf 35 psf 42 psf 51 si 130 mph 40 psf 48 pSf 59 psf 140 mph 50 psf 61 PrIf 74 si d:OIC� AsA,7-' FRONTf_LrAJ x�nrss }� �tn,a �CiS G_ ?� x+4bIE 4TAAA IU0S i e�ss: i(Q99 t1. U,,jKsidf- GT 7. ACL4.r,,-f c UAcG , FL 3..x33 y' ✓ L G v l;� G ASA rL �.dd,�ss•��.Nr,� ,�f,act�, fy ` Exposure C PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF JACKSONVILLE, FLORIDA PROJECT NAMES: John Jaranoaski PERMIT# PROJECT ADDRESS: 1688 linkside Ct Atlantic Beach FI . 32233 As required by Florida Statute 553.842 and Florida Administrative Code 96-72, Please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information re a ing stateside product approval may be obtained at www.floridabuilding.org. Category/subcategory Manufacturer Product Description Limitation of use State# Local# A. Exterior doors Non-Impact sliding 61G1 Aluminum glass door. Shutters 2. Sliding Craft Built Mfg sliding glass door required for winborne FL-3620.3 debris protection. Not for use in HVHZ Non-impact sliding 61G1-R Aluminum glass door. Shutters 2. Sliding Craft Built Mfg sliding glass door required for winborne FI-3620.4 debris protection. Not for use in HVHZ B.WINDOWS Non-impact sliding 61G5 Aluminum glass door. Shutters 2.Horizontal slider Craft Built Mfg Horizontal sliding required for winborne FL-3621.2 glass window debris protection. Not for use in HVHZ Non-Impact sliding 61G5-R Aluminum glass door. Shutters 2.Horizontal slider Craft Built Mfg Horizontal sliding required for winborne FI-3621.3 glass window debris protection. Not for use in HVHZ Exposure C D. Roofing Products 17 Other Craft Built Mfg EPS Foam Core Roof Not for use in HVHZ 3785.1 Panels 17, Other Craft Built Mfg Honeycomb Core Not for use in HVHZ 3785.2 Roof Panel F STRUCTURAL COMPONENTS 13, Other Craft Built Mfg Aluminum Gable Not for use in HVHZ 3786.2 Enclosure-C Aluminum Gable 13. Other Craft Built Mfg Enclosure-A-Frame Not for use in HVHZ 3786.4 Column-B 13. Other Craft Built Mfg Aluminum StudioEnclosure-CNot for use in HVHZ 3786.8 James E Rector F1 Authorized Project Agent * CRC1327892 Contractor or Design Professional Print Names (Signature) Company Name: Sun astir Inc. Mallin Address: 9776 Beach Blvd Jacksonville Fl 32246 Telephone Number (904)-996-1616 Fax Number (904)-996-1414 Cell Phone Number (904-422-8116 E-mail Address: Jrector0suntastic.biz MAP SHOWING BOUNDARY SURVEY OF LOT /22 BLOCK — _ AS SHOWN ON MAP OF SEG VW L/A/k'S/DE &A//T 2 AS RECORDED IN PLAT BOOK 47 _ PAGES 45-4519 OF THE CURRENT PUBLIC RECORDS OF DUVAL CO, FLA F O R CENTEX 171-oAIE S C'0.4R�RAT/O N NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. 1VO76- EZE/AT/ONS ARE 77/US• (/4.921 AND RerEQ TO N4T/01J4Z 6E00ET/C YE/Jr/CAG QaTt�r/ a�/9l9 CERT/F/ED 70- 5A74)"Z Oq C, T, X MO/�7GAGE �C'O�P/�NY ; STEW/�R T T/TSE �F �/4Cf�5oNY/ZLE INN, Mer,-�)O!°01-/ronN Ti TLE GUARa�/rr' c'o. N Do _5 REPL/a T , PLAT 200/l /9, 1046E A; 181704 ' " O• 0/' O0'/�v o 49.1704 ° � .so•oo' o z WAf Aft SLiQE E 1J 6� - O � C07 ONCRE TGr . O POQCN V waio( >� toning, s d%vta and OtARt $"&I land ti molds , twt dont Iron o01138MUM Cts \ (4.5' p�for (sst�Mioe mw an o0 Or appilcaUN ocat, State F tat patmittito -w "POW a�w n ul fe 0 / sroRY SrUM) imn P o o OrvEL�/NG Darl ? 41466 /5"ES AVE n •. 7,9 R Sp'O/'00 E ti p /0`x JO JEA E4U/PHEN7 ^ V) ' fA9ENEN7 Yv/TOANSF1 0 14o.4 a o 6 F r , LIS PT Fouvo �s.cu9 -5 0!01!'0a':67- 50.00 ' <ai7as x'•cu7 L/�/ft'S/DE C00/?I• NORTH! Asa ai�N7 aF ways S V] CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029253 Date 11/05/04 Property Address . . . . . . 1689 N LINKSIDE CT Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -- ------- ---- --- --- ----- ------- -- --------------- JARANOWSKI , JOHN R. DONOVAN HEATING & AIR 1689 LINKSIDE COURT NORTH 315 SIXTH AVENUE SOUTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 241-3785 ----------- ------------------------------------------------------------ ----- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 55 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ---- ------------- ---------- ---------- ---------- ---------- Permit Fee Total 55 . 00 55 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 55 . 00 55 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CrrY OF ATLANITC BEACH ORDINANCES AND THE FLORIDA BUILDING Cg%S. BUILDING OFFICIAL. 3►. ` CITY OF ATLANTIC BEACH ' i•� MECHANICAL PERMIT APPLICATION Date: 11/4 q10 Owner of Property: lJe' < 74 V 4V a P Job Address: Mg? Contractor: Do^10 t,tA-1,1 '� ` �• ' In wasiderukin of permit given for doing the work as described in the above statcrnent,we hereby agree to perform said work in accordance with the attached plans and specifications which arc a part hereof and in accordance with the City of Atlantic Bach ordinances and standards ofgood pracuce listed therein. III. GENERAL INFORMATION A ' g fuel: B. E IS O"ITLER CONSTRUCTION DONE ON THIS as: _LP _Natural _Central-Utility BUILDING OR SITE? s Cl Oil ❑ Otho.-Specify IF Yf-S,GIVE NUMBER OF CONSTRUCTION PERMIT IV. NwTUR$ MECHANICAL EQUIPMENT TO BE o woRx f] Rcsidmtial� Commercial INSTALLED 17e'w Building (Provide complete list of wrnponents o this form) ❑ Existing Building ❑ Hcat Space _Recessed Central Floor Cl ...-RephtStr;unt oferjsting system Cl Air Conditioning: Room canal p Nisiv Installation(No system previously installed) ❑ Dud System: Material ❑ Eaucnsion or add-on to existing system Maximum capacitycfm O Other-Specify ❑ Refrigeration ❑ Coo4l;tower: Capacity t ❑ Fire sptinldas: Number of beads THIS SPACE FOR OFFICE USE ONLY ❑ Elevator: _ Manlift,Escalaior (Nuri) (Received) ❑ Gasoline pumps (Nwnbcr) ❑ Tanks (Number) Remarks containers O LPG c (Number) O Unfired pressure vessel Permit Approved by Date O Boilers O Otho-Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Cap—ty Approving (T—) Agency HEATING-FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving (BTU) A&cncy TANKS How Many Nominal Capacity Typc Liquid Narne of Serial Approving And Dimensions Contained Manufacturer No. Agency goo Scmiaok Road•Adaati<fkack,Florida 32233-5445 Phone:(904)247-5800•Fax:(904)247-5845• htto;//.vww.cLatlantic-beach Il.w 1114103 r City�_of Atlantic Death *" tI1MM IEMIPT He Oper: WITH Type= M Drawer: I Dato: 11/16/04 01 Receipt not 8219 Description Owtity Awuat aw 2m v BUILDM 9WITS I." ;56.1! Tender detail SSLO Total tendered 12564ISLO Total paynent Mo Trans date: 11/15/04 Tines 18:54:53 - 14 17 T 14G 7'B" Cu Ln e..y T T7 TB CO T9 E - TSA L o �� r\ LO 1`l \ T 12 T5 1 7'8,8, T4 Q r'I T1 TfG 8 LO 81 J. LD LO Scale: none Job: 5-0999 LOT 122-2 T GABLE THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): " WEBS 2x4 SP 03 BRG.LOC (FT): UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-1-Uplift ------------------- ---------------------------------------- *** UPLIFT *** 1 *** HANGER *** H5 - -4550(Jacks Only) I HUS26 - + 275!► -12860(100 1ply) MTS12 - -10000 1 HUS26 - + 33150 -15500(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660/(IOd 2ply) MTT28B - -37860(2 Each) (10d)I HHUS48 - + 51800 -2000i(16d 2ply) MTT28B = -44550(2 Each) (16d)I) HGUS48 = + 66400 -21990(10d 2ply) MST60 - -4688/(Per 2ply) 1 HGUS48 + 80000 -26500(16d 2ply) CS150 - -16500(Each) 1 HGUS5.5: +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS f 4' � -4- 3X4 Q 6 U;-'- C) N 2X4 (D1) X4 (Di) BU �8' —8=4 8 R=94 plf W=8' PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = REV. 17.2m SCALE6i0 5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 04/07/95 TC LL 30 .0 PSF REF x x I MPORT ANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND ^ ,\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY GRACING. SEE MIB-91 BY TPI. SEE THIS DESIGN _ ��TtVs N'�T,�� - TC DL 7.0 PSF GATE 04/07/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE V ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 O PSF DRWG © A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - BC LL 0 .0 PSF NPW TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD {N CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS wITN PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT LD. 4 7 O PSF 0/A LEN. CONFORM M/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER C O gjOP P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HEflE pRYWALL APPLICATION. FURNISH A COPY OF THIS F Q � DUFR.FAC. 1 3 3 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. d a b l - --• - •�••-� � ..� ...........r unc m •m1 ueTTnN OFC��N CPFfTFiCATION FOR N000 CONSTRUCTION �� SPACING 24.0" TYPE 9 Job: 5-0999 LOT 122-2 T MN GIRDER THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 280 280 + WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 7.71 TRUSS DESIGNED FOR 100.00 MPH WINO, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THIS GIRDER DESIGNED TO CARRY 07-00-00 TRUSSES FRAMING TO ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) BOTTOM CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT ---------------------------- ------------ FROM OTHER SIDE. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Up 1 i f t A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. -------------------------------""--------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WWW UPLIFT WWW I WW* HANGER WWW H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286/(10(J 1ply) MTS12 - -1000/ 1 HUS26 - + 3315# -1550#(160 Iply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#00d 2ply) MTT28B - -37860(2 Each) (100)1 HHUS48 - + 51800 -20000(16(1 2ply) MTT28B - -4455#(2 Each) (160)1 HGUS48 - + 6640# -21990(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(160 2ply) CS150 - -16500(Each) 1 HGUS5.5- +11335# -3945#(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS —4' -+-- 4' 4X4 6p v N2X4 (A 1) X4 (A1) 3 B' y 2X4 8' 8' -� R=819# W=3"8 R=8191 W=3"8 TAG = T2SED: 61441 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY i TOTAL = 1 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 04/07/95 T C LL 30.0 PSF REF *)(IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN ��T turj 11"�� TC DL 7.0 PSF DATE 04/07/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE V ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC UL 10.0 PSF DRWG A� �Af 0 A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 _ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0.0 PSF NP•' CONNECTORS PER DRAWINGS 130, 150 G IBOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.LO. 47.0 PSF OSA LEN. B-0-0 CONFORM M/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE17/1/911 FOR PROPER - G O RjOP SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS A( Q`� OUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEp •--TPI - TRUSS PI ATE INSTITUTE NOS - 1991 NATIONAL OESTGN SPECIFICATION FOR.000 CONSTRUCTION ','I�T1'� SPACING SEE ABOVE TYPE c o mn Job: 5-0999 LOT 122— T2 1 ' HIPS 7'S13 THIS DWG. PREPARED FROM COMPUTER INPUT fLOADS DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N :T2 2x6 SP 01 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB►: 850 640 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 20.71 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. ENCLOSED- - OR FULLY OPEN BUILDING (1991 SBC) -------- -- --------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift --------------------------------------------------------------- MWW UPLIFT MWW I WWW HANGER WMA H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d (ply) MTS12 - -10000 1 HUS26 - + 3315# -1550#06d (ply) MTS12 - -20000(2 Each) I HHUS48 - + 4299# -16600(10d 2ply)) MTT28B - -37860(2 Each) (100)1 HHUS48 - + 5180# -2000#(16d 2ply) MTT288 - -44550(2 Each) (160) HGUS48 - + 66400 -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3pIy) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 21 ' -� T 6X8 (R) T2 X (R) I m 1.5X3 ti5X3 O 6 � ti m 7-3 4X5 (A2) 4X5 (A2) 3X4 4X4 3 X 7 8 21 2 21 I-2 R=2105# W=3"8 578# 578# R=2105# W=3"8 TAG.= T3 SEQ: 61445 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = i TOTAL = i REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 04/07/95 T C LL 30.0 PSF RE F *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY A RN I NG IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN �VT�VS IT� TC DL 7.0 PSF DATE 04/07/95 �I�\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB6 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ - ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10.0 PSF DRWG ',I AAA6 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - BC LL 0 .0 PSF NP n (� \\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD - M - \\�\\/U�-\v\ CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.L D. 47.�ABOVT�_ LEN. 21-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER <0 RI�p P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Lf Q ` OUR.FAC 1 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEA`'��•--TPI - TRESS R ATF INSfITUTF NDS - 1991 N4TIONAI OESlGN SPECTFiCATIDN FOR WOOD CONSTRUCTION ��IiTf SPACING SEl p 5 Job: 5-0999 LOT 122-2 T HIPS 9'SB THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 470 460 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ------------------------------------------------'----------'-- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Up 1 i f t ------------------------------------------------------------- rrr UPLIFT r*W I *WW HANGER rrr H5 -455#(Jack5 Only) I HUS26 - + 27511 -12860(10d 1ply) MTS12 - -10000 1 HUS26 - + 3315# -1550#06d 1ply) MTS12 - -20000(2 Each) I HHUS48 + 4299# -1660#(IOd 2ply) MTT28B -37860(2 Each) (10d)I RHUS48 - + 5180# -2000#(16d 2ply) MTT288 = -44550(2 Each) (16d)I HGUS48 + 66400 -21990(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39456(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �-- 9' �• 3- —-�- 9 4X5 (R) 4X (R) m 0 1.5X3 1.5X3 s p I� v 3X4 (A1) 3X4 (A1) 8 3X4 3X4 3X4 21 ' _I 201- 21 L 2 R=1140# W=3"8 R=1140# W=3"B PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = i TOTAL = 1 REV. 17.2m SCAALE6i042500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 04/07/95 T C LL 30.0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND 7.0 7 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HiQ-91 BY TPI. SEE THIS DESIGN - US - TC DL / .0 PSF DATE 04/07/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE \0\\\VN ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 1 0 .0 PSF ORWG A446 OR B EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER . 5606 BC LL 0•0 PSF NPW TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD r CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF TOT.L D. 47.0 PSF 0/A LEN. 21-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER p P`' SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. 0 RIO Q;. OUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEAS� WnQD CDNc,rn�1Y SPACING 24.0" TYPE hips Job: 5-0999 LOT 122-2 T4 1' LITE STOR. THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x6 SP 02 N UPLIFT ILBI: 470 460 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.71 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ----'------------- ---------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- WNW UPLIFT *** I *** HANGER WNW H5 455#(Jacks Only) I HUS26 - + 2751# -12860(10d 1ply) MTS12 - -10000 1 HUS26 - + 33150 -15500(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(10d 2ply) MTT28B - -3786#(2 Each) (10d)i HHUS48 - + 5180# -2000#(16d 2ply) MTT28B - -44550(2 Each) (16d)1 HGUS48 + 66400 -21990(10(j 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#(160 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3p Y) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 10'6 L 10'6° _I 4X5 (R) 1 .5X3 1.5X3 6 r;;;- Ln U7 3X5 (A 1) 3X5 (A 1) _3 8' 3X6 4X6 3X6 t`2 21 * I 2 R=1770# W=3"B R=1770# W=3"B TAG = T5 SED: 61450 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 4 TOTAL = 4 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 0 4/0 7/9 5 TC L L 3 0 .0 PSF RE F *IMP ORT AN T**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND 11111j (�(�\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE MIB-91 BY TPI. SEE THIS DESIGN �AA�US ��11� TC DL 7 .0 PSF DATE 04/07/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 05788 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - - \\ ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - SC LL 30 .0 PSF NP W (� ,\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LV ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE STATE OF TOT T.LD. 77.0 PSF OSA LEN. 21-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TH75 O RIOP Q P: F DUR.FAC. i .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTPACTOR. GINEER`'^�� S PACING 2 4,0�� TYPE C o mn --TPI - TRUSS PI ATF INSTITUTE NOS = 1991 NATIONAI. OESIGN SPECIFICATION FOR W000 CON$TRUCTiON ,�I IIIII�T�� Job: 5-0999 LOT 122-2 T5G ' GABLE THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LBI: WEBS 2x4 SP 03 BRG.LOC IFT): UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. ENCLOSED-OR FULLY OPEN BUILDING 11991 SBC) -------- ------------------------------------------------------ A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift ------------------------------------------ -------------------- xxx UPLIFT NOW I *** HANGER **x H5 - -455/(Jacks Only) I HUS26 - + 2751! -12860(10d (ply) MTS12 - -10000 I HUS26 - + 3315# -15500(16d (ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(10d 2ply) MTT288 - -37860(2 Each) (10d)I HHUS48 - + 51800 -20000(16d 2ply) MTT28B = -44550(2 Each) (164)1 HGUS48 = + 6640# -21990110d 2ply) MST60 - -46880(Per 2ply) I HGUS48 - + 8000# -26500(160 2ply) CS150 - -16500(Each) I HGUS5.5- +113350_-3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 4' -�- -4- T 3X4 V 6 p O N 2X4 (D i) X4 (D i) �10' 8 R=94 plf W=8' I TAG = T6 SEG: 61454 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 04/07/95 TC LL 30.0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �� wc ,� TC DL 7.0 PSF DATE 04/07/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING i# - .1ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10.0 PSF DRWG „IA446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - BC LL 0 0 PSF NPVrTRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHOW * (,� �}CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT T.LD. 47.0 PSF O�A LEN. B—O_” CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER P Y SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TH25 D R10 Q': F DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEER` a b 1 NOS - 1991 NATTONAI DESIGN SPFCIFICATTON FOR.WOOD CONSTRUCTION ��,,,,,,� SP A C TN(. 24.0" TYPE Job: 5-0999 LOT 122-2 T5 ' CDMN THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 80T CHORD 2x4 SP #2 N UPLIFT (LB): 230 340 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 6.38 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------------- ------ ----------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS CONTRACTORS WARNING: (+)-Gravity (-)-Uplift THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS --------- ---- ------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING WWW UPLIFT WWW I WWW HANGER WWW INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -4550(Jacks Only) I HUS26 - + 2751# -12860(10d 1ply) MTS12 - -10000 1 HUS26 - + 33150 -1550#(166 1ply) MTS12 - -20000(2 Each) 1 HHUS48 - + 4299# -16600006 2ply) MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 51800 -20000(16d 2ply) MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 66400 -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#(166 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(166 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS ids 4' _+= 4' 5X6 m v CU 6 D 2X4 (Ai) X4 (A 1) 4"3U to, 1.5X3 TED- 1.5X3 6.8° _L 1 '4" -I R=428# W=3"8 R=630# W=3"8 PLT. TYP.—ALPINE DESIGN CRIT=TPI OTY = 3 TOTAL = 3 REV. 17.2m SCAALE6i0 5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 04/07/95 TC LL 30.0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING 1N HANDLING, ERECTION AND 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN - �7.1(1us TC DL 7.0 PSF DATE 04/07/95 ^ \\UvwV(A\U FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` v - ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 10.0 PSF DRWG O AaAfi GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER - . 5606 - BC LL 0.0 PSF NPW TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OFE3-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER TOT.L O. PSF O/A LEN. LOR10P Q` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �( e DuR.FAC. 1 .3 3 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ��GINEE ',•`� •--TPI TRUSS PLATE INSTITUTE NOS - 1991 NATIONAL. DFSTGN SPFCIFICATION FOR WOOD CONSTRUCTION i1SPACING 2 4..0" T ypE C O mn Job: 5-0999 LOT - T6 14' COMN RBC THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N :T2 2x4 SP 01 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 440 270 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 13.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** H5 - -455/(Jacks Only) I HUS26 - + 27510 -12860(10d 1ply) MTS12 - -1000/ I HUS26 - + 3315# -15500(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply1) MTT288 - -3786#(2 Each) (10d)) HHUS48 - + 51800 -20000(166 2ply) MTT288 - -4455#(2 Each) (160)1 HGUS48 - + 66400 -21990(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -26500(160 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �— 7. 7' f 4X5 cel 6 p 5X6 T2 m 2X6(A i) Iv X6 (A 1) .4 4.61 4"3 �e' 5X6 14' �— 2' 5'6" 3' 5'6" 14' R=826# W=3"8 R=643# W=3"8 PLT. TT P.-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL = 1 REV. 17.2m SCOL: E8i033750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 04/07/95 T C LL 30 .0 PSF REF *IMP 0 R T A N T**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND (� `�l 'us I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MIB-9f BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 04/07/95 a ��' FAILURE TO BUILD THE TRUSS 2N CONFORMANCE WITH OSTSB BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 1 O .0 PSF DRWG A446 GR B EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED MITH PROPER z 5606 BC L L O O PSF NPW (� ]\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD - * `- \\\Vv\("\\v\ CONNECTORS PER DRAWINGS 130. 150 G 160A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 47 .0 PT/A LEN. 14-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TFI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER P Q'� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .3 3 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. GINEEP'�'�` ISPACING 24,0" pES(JeC1191 NATT(1NA1 Rccir.N —rTFTsATION FDR WOOD CONCTRIrTION _—_ T111 tt Job: 5-0999 LOT 122-2 T7G 7' GABLE RBC THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N ■WWARNING! 1 UNPLATED JOINT(S)No P BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INOICATEO. UPLIFT (LB): BRG.LOC (FT): ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. SEE DRAWING A115/R AND/OR 884,080 FOR FILLER DETAIL. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift CONTRACTORS WARNING: WWM UPLIFT *W* I *MW HANGER NOW THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS H5 - -455#(Jacks Only) I HUS26 - + 2751# -12860(10d (ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -10000 1 HUS26 - + 3315# -15500(16d 1ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -3786#(2 Each) (10d)1 HHHUS48 - + 5180# -20000(16d 2ply) MTT28B - -4455#(2 Each) (160)1 HGUS48 + 6640# -21990(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -26500(16d 2ply) CS150 -1650#(Each) I HGUS5.5- +11335# -39450(16(1 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 20'6" -�- 16'6" -� 3X5 3X5 v 5X5 m 3X4 03X4 6 J 5X5 X4 3X4 (D 1) 2 1 .`X4 T�10, , —6 4 4 4.61 2X2 �—IV8 2X6 _I ---8'5"8 WIN 5'2"8 —l- 23'4" All 13'8" -+ 23'4" 31 '6" 37' WA R=348# W=3"8 R=678# W=3" R=106 plf W=23' 1" TAG = T9 SED: 67726 PLT. TYP.—ALPINE DESIGN CRIT=TPI OTY We 1 TOTAL = i REV. 17.2m SCALE =0. 1875 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 04/07/95 T C LL 30.0 PSF REF *IMPORTANT**SHALL N0T BE RESPONSIBLE FOR ANY ARN I NG IN HANDLING, ERECTION AND '7DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN Vlus� e ,� TC DL / ,0 PSF DATE 04/07/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - `jo� �e ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INOICATEO. TOP BC DL 10 .0 PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND INLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0.0 PSF NPW CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED AIG10 CEILING -- SEE STATE OF = T OT T.L D. :47.0 PSF O/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER �ORIO�QP: SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY Of THIS �(. DUR.FAC. 1 .33 IN ONLY, AND SHAH. NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEp`' SPACING 24,0" T YpF S p B C .. 11•1 .i�i��:•:III FII 7N•:I IIIIIF. NII; - 1'1'11 NFtIDNAI I11'`i I(:N`14'1_r.IF ICA1 IfIN F011 W/711D fDNST1IlM7IDN T�1111�I.11F -_ -.- Job: 5-0999 LOT 122-2 T8 37' COMN RBC THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T4 2x4 SP 01 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 360 B30 600 WEBS 2X4 SP 03 8RG.LOC (FT): 0.00 13.67 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. ALL PLATES ARE 3X4 EXCEPT AS NOTED. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) --------------------------------------------------------------- SEE DRAWING A115/R AND/OR 884,080 FOR FILLER DETAIL. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-1-Uplift (A) IX4 03 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO --------------------------------------------------------------- BE EQUALLY SPACED. ATTACH WITH (2) 80 NAILS. BRACING MMM UPLIFT MMM I MMM HANGER MMM MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#00d 1ply) SUITABLE SUPPORT BY ERECTION CONTRACTOR. MTS12 - -10000 1 HUS26 - + 3315# -1550#(16d 1ply) MIS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(IOd 2ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MTT28B - -3786#(2 Each) (10d)1 HHUS48 - + 51800 -20000(16d 2ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTT288 = -4455#(2 Each) (16d)I HGUS48 + 6640# -21990000 2ply) MST60 - -4688 Per 2ply) I HGUS48 - + 8000# -2650#(160 2ply) CONTRACTORS WARNING: CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS --------------------------------------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. I► 20'6" 5X5 X5 3X6 f m 3X6 (A) (A) o T4 6 3X5(A i) -,v10, 3X5 (A1) 2. 1.5X4 376 3X i. X3 T 3 a 4.61 #- 3X3 B. 5X5 3X9 I--—8'5"8 5'2"8 23'4" 13'8 -+ 234" (—N- --5.6„ 31 '6" N� f 37' R=503# W=3"8 R=2200# W=3" R=1081# W=3"8 PLT. TYPT-ALPINE DESIGN CRIT=TPI OTY = 5 TOTAL = 5 REV. 17.2m SCAALE6�011667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 04/07/95 T C LL 30.0 PSF REF 2 *IMPORTANTN*SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �I�US"f�� TC OL 7.0 PSF DATE 04/07/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10.0 PSF DRWG O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M BC LL 0.0 PSF NPW CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF _ TOT.L D. 47 .0 PSF O/A LEN. 37-0-0 CONFORM WJAPPLICABLE PROVISIONS OF NOS C TP:. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER ' Q'� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS U RI_S�c,Q OUR.FACE .33IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE�Y`-� SPACIN24,0" TYPE spec � —T T"ti55 P1 ATF INSTITUTE, NOS.-.1991 NATIONAL 0E5 TGN SPFC IF TC ATION FOR M000 CONSTRUCTION �TI�ITLT�` Job: 5-0999 LOT 122-2 T9 37' COMN RBC THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 350 820 620 WEBS 2x4 SP /3 BRG.LOC FT : 0.00 12.67 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. MIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. (A) 1X4 03 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING --------------------------------------------------------------- MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS SUITABLE SUPPORT BY ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. WWx UPLIFT *MW I WWW HANGER W*M MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -4550(Jacks Only) I HUS26 - + 2751/ -1286#(10d (ply) MTS12 - -10000 1 HUS26 - + 33150 -1550/06d (ply) CONTRACTORS WARNING: MTS12 - -20001(2 Each) I HHUS48 - + 42990 -16600(10d 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT28B - -3786/(2 Each) (10d)1 HHUS48 - + 5180► -2000/(16d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -44550(2 Each) (16d)1 HGUS48 - + 66400 -2199I(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 - -4688t(Per 2ply) I HGUS48 - + 8000x -26500(164 2ply) CS150 - -1650/(Each) I HGUS5.5- +11335/ -3945/(164 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 20'6" 16'6" —� 5X5 3X4 3X5 3X5 m 3X6 (A) 0 3X4 6 3X5 (A i) X10' 3X7 3X6 1.5X3 3X5 (A 1) or 1.5X3 �B 3X5 �--- 12' 11" JXX3 241" _I �N37' _-- '_N� R=687# W=3"8 R=1819# W=3" R=1319# W=3"B SED: 67745 PLT. TYP1-ALPINE DESIGN CRIT=TPI QTY = 7 TOTAL = 7 REV. 17.2m SCALE =0.1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 04/07/95 TC LL 30.0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN ��1_tUrJ"��, TC Q L 7.0 PSF DATE 04/07/95 n \\U\�IVILU\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE V ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10.0 PSF DRWG (`�\ A416 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 BC L L 0.0 pSF NPW (� )\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LV ATTACHED PLYWOOD SHEATHING. BOTT.].PRE M CHORD M - \\VU(^\U CONNECTORS PER DRAWINGS 130, 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF T 0 T.LD. 47 ,0 PSF Q/A LEN. 37-0-101 CONFORM W/APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TH15 O RIO Q'`: P DUR.FAC. 1 .33 IN DNI.V, AND Stull NOT BE RELIED UPON IN ANY OTHER NAV. DESIGN TO THE TRUSS ERECTION CONTRACTOR. GINEEA`'� - -IPI - 11011;12 1'1 AIF IN�'.TITOIF, NDS - 1991 NATIONAI OFSICN 5PFCIFICATIDN FOR W000 rONSTRUCTION '�lllllllll� SPACING 24,0" TYPE spec Job: 5-0999 LOT - T9A 7' COMN RBC THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T3, T4 2x4 SP #1 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 420 820 650 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 12.67 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. (A) 1X4 03 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO ENCLOSED OR FULLY OPEN BUILDING 11991 SBC) BE EQUALLY SPACED. ATTACH WITH (2) 80 NAILS. BRACING --------------------------------------------------------------- MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS SUITABLE SUPPORT BY ERECTION CONTRACTOR. l+)-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ■MTI UPLIFT MMM I MMW HANGER MMM MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) 1 HUS26 - + 2751# -12860(10d 1ply) MTS12 - -1000# I HUS26 + 3315# -1550#(i6d 1ply) CONTRACTORS WARNING: MTS12 - -2000#(2 Each) 1 HHUS48 - + 4299# -1660f(IOd 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT28B - -3786#(2 Each) (10d)I HHUS48 + 51800 -2000#(16d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT26B -44550(2 Each) 116d)I HGUS48 + 6640# -2199#(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -26500(16d 2ply) CS150 = -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 20'6" -}• 16'6" 5X5 T3 3X4 3X5 3X5 m 3X6 (A) 0 3X4 T4 6 P' 3X5(A1) X10' X 3X6 i. X3 T 3X5 (A i) i.5X3 3X3 (�12.8„ 24.4 N—+- 37' R=739# W=3"8 R=1734# W=3" R=1352# W=3"8 TAG = T12 SED: 67748 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.2m SCALE =0. 1667 t ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 04/07/95 TC LL 30.0 PSF REF xIMPORTANT�(*SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANODEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �T1'it " Y�� TC DL 7.0 PSF DA T E 04/07/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` -ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BCD L i0.O PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - - TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN• POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0.0 PSF NPW CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN BTANOARDS MITM PROPERLY ATTACHED RIGID CEILING --SEE $TATE OF - TOT.LD. 47 0 PSF O�A LEN. 37-0-0CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER p P'� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS <0 pI10 9•" ()UR.FAC. 1 .33 IN OM Y, AND SHALL NOT BE RELIED UPON IN ANY OT HEP NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. SPACING 214.0" TYPE spec +_.Tn, illi icc„IATF TNSTTTNTF. NRS - 1991 NATIO N41 RESIGN SPFCiFTCAT ION FOR MOOR C.ONSTRHCiION T„1,,,�� Job: 5-0999 LOT 122-2 T10 37' COMM R6C THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N :73 2x4 SP 01 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 750 800 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 30.00 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) 8d NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xxx UPLIFT xxx 1 xxx HANGER xxx H5 - -455#(Jacks Only) I HUS25 - + 2751# -1286#00d 1ply) CONTRACTORS WARNING: MTS12 - -10000 I HUS26 - + 3315# -15500(16d 1ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -20000(2 Each) I HRUS48 - + 42990 -16600(IOd 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -37860(2 Each) 110d)I HHUS48 - + 5180# -2000#(16d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST608 - -4688#(Pera2ply�6tl111 HGUS48 + 66400 -21990(10d HGUS48 - + 80000 -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450060 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 20'6" 16'6" 5X5 3X5T3 3X4 cn 3X6 3X5 1.5X3 r\ 0 1.5X3 (A) (A) 6 [�7'- 3X5(A 1) 3X5 (A 1) 2' �8' —11-3X4 X6 3x7 3X4 JX3 30'38 ( 6'8"8 --� 37 R=1566# W=3"8 R=1768# W=3"8 R=450# W=3"8 TASED: 81630 PLT. TYP3-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 04/07/95 TC LL 30 .0 PSF REF *)(I MP OR T A N T)(1l SHALL NOT BE RESPONSIBLE FOR ANY A RN I N G IN HANDLING, ERECTION AND I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS OE SIGN _9", - "111 � TC DL 7 O PSF DATE 04/07/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST&B BV TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - - ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - BC DL 1O .O PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WI1H PROPER - - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 •O PSF NPW CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE _ T0T LD. 47 O PSF B/Q LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPERQ.�SEAL ON THIS ORAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS - DUR.FQc. 1 . 33 IN ONLY. ANO SHALL NOT BE RELIED UPON IN ANY OTHER MAV. DESIGNTO THE TRUSS ERECTION CONTRACTOR. INEEA' �--1PT . Tf.,,':G I+I ATI INSTTTt IIF, NOS 1991 NATIHNAI OFSIGN SPFCTFTCATION FOR MOOn CONSTRUCTION '1111 Illllljl` SPACING 24 O�� TYPE spec Job: 5-0999 LOT - T12G 7' GABLE THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 01 N :T2 2x4 SP 02 N: �--{ BOT CHORD 2x4 SP 02 N :B2 2x8 SP 02 N: 2 Complete Trusses Required WEBS 2x4 SP 03 :W19 2x4 SP t2 N: ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. NAILING SCHEDULE: (0.1310.0yJ1ails) TOP CHORD: i ROW @ 16' D.C. BOTC A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. EB CHORD: 1 ROW @ 16" D.D.C. W MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WEBS 1 ROW @ D.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): BRG.LOC (FT): UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- xWW UPLIFT W*M I M*W HANGER *MM H5 - -455#(Jacks Only) 1 HUS26 - + 2751# -12660(10d 1ply) MTS12 = -1000/ 1 HUS26 - + 3315# -15500(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 = + 4299# -16600000 2ply) MTT28B = -37861(2 Eacn (10d)) HHUS48 = + 51801 -20000((16d 2ply) MTT28B - -44550(2 Each (16dI1 HGUS48 - + 66400 -21990(10d 2ply) MST60 - -4688/(Per 2ply) I HGUS48 - + 8000# -26500(16d 2ply) CS150 - -16500(Each) I HGUS5.5- +11335# -39450(16d 3ply) ----------- ----------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS —37' -� �► 20'6" -+--- 16'6" -� 5X5 v 5X5 4X5 m 3X4 0 6 3X4 (01) X10' 3X5 (01) 2' 8X3 -1) 10X10 0 HS 512 37' -------21 ' L16' -� R=2375;8 W=3"B y. R=626 Of W=7' PLT. TYP4-ALPINE DESIGN CRIT=TPI QTY= i PLIES= 2 TOTAL= 2 REV. 17.2m SCALE6=090946 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 04/07/95 TC LL 30.0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND (\ DEVIA720N FROM iHIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 6Y TPI. SEE THIS 11HIS " �`t"111"''� TC DL 7.0 PSF DATE 04/07/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRAC ` v� f � - ALPINE CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATE - 8C DL 10.0 PSF DRWG O A446 GR 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM W BC LL 0 .0 PSF NP W CONNECTORS PER DRAWINGS 130. 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING STATE of _ TOT.LD. 47.0 PSF OSA LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR EO RIOSEAL ON TNIS ORAWING APPLIES TO THE COMPONENT DEPICTED MERE ORYWAI.L APPLICATION. FURNISH A COPY O _�Q' DUR.FAC. 1 .3 3IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTNECT` " gpA C I NG 2 4 D" TYPE 9ab1 --TPI - TA09S PI ATE INSTTTUTFNOS - 1991 NATIONAL DESIGN SPFCIFTCATION FOR WOOD CONSTRUCTION /i�l�� Job: 5-0999 LOT 122-2 T13 7' MONO GIRDER THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N BOT CHORD 2xB SP #1 N WEBS 2x4 SP #3 BEARING BLOCKS: NAIL TYPE: 0.13lx3.0y nails BRG X-LOC #BLOCKS LENGTH/BLK /NAILS/BLK 0 0.000' 1 12" 8 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. BEARING BLOCK TO BE SAME SPECIES. SIZE 6 GRADE AS CHORD. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 1150 1250 BRG.LOC (FT): 0.00 6.75 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)-Uplift --------------------------------------------------------------- WWx UPLIFT MxM I WWW HANGER WWW H5 - -4550(Jacks Only) I HUS26 - + 2751# -12860(10d (ply) MTS12 - -10000 ( HUS26 - + 3315# -15500(16d (ply) NTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(10d 2ply) MTT288 = -37860(2 Each) (10d)I HHUS48 + 51800 -20000(16d 2ply) MTT288 = -4455#(2 Each) (16d)I HGUS48 + 66400 -21990(100 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 = + 8000# -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 2X2 5X9 m 6 p = O ry m 4X5 (A 1) 4"3 8 y 4X14 5X6 R=3575# W=3"B R=3278# W=3" TAG = T15SED: 62196 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY s i TOTAL i REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CATS 04/07/95 T C LL 30 .0 PSF REF N I MPOR T A N T NN SHALL NOT BE RESPONSIBLE FGR ANY WARNING IN HANDLING. ERECTION AND ^ '` DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �711IfI1 e��,� - TC OL 7.0 PSF GATE 04/07/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` �US 0� ALPINE CONNECTORS ARE MADE OF 20GA GALV, STEEL FETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC D L W .0 PSF DRWG O A4/6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0 .0 PSF NP W CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.LD. 47.0 PSF O/A LEN. 7-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS , �, A 0 RI_O�Pc.Q DUR.FAC. i .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INECT`�� A •--TPI - TRUSS PIATF INSTITUTE NDS - 1991 NATIGNAI. DESIGN SPECIFICATION FOR WOOD CONSTRUCTION �+11JI11T SPACING 2 4.0" T YPE mono Job: 5- 999 T 122-2 T14G 17'0 GABLE THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 NPROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): WEBS 2x4 SP f3 BRG.LOC (FT): UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ALL PLATES ARE 1.5x3 EXCEPT AS NOTED. ENCLOSED OR FULLY OPEN BUILDING 11991 SBC) --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. M-Gravity (-)-Uplift --------------------------------------------------------------- KKK UPLIFT mall I xxW HANGER *UK H5 = -4550(Jacks Only) I HUS26 - + 27510 -1286/(10d iply) MTS12 - -1000/ 1 HUS26 - + 33150 -15500(16d Iply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(IOd 2ply) MTT288 - -37860(2 Each) (10d)I HHUS48 - + 51800 -2000#(16d 2ply) MTT268 -44550(2 Each) (16d)I HGUS48 + 66400 -21990(SOd 2ply) MST60 - -46880(Per 2ply) 1 HGUS48 - + 80000 -26500(16d 2ply) CS150 - -1650#(EaCh) I HGUS5.5- +113350 -39450(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 8'6W -ice 8'6" 3X4 Q 6 p m Q 2X4 (D 1) 2X4 (Di) —9=4 -10' 17' R=94 Of W=17' TAG = T23 SED: 81628 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = i REV. 17.2m SCALE =0.3750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 04/07/95 T C LL 30 .0 PSF REF X IMP 0 RT A N T�)E SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN dN f " T C DL 7 .0 PSF DATE 04/07/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - B C DL 10 .0 PSF DRWG - - A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPERTRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORDBC L L O .O PSF RAG CONNECTORS PER DRAWINGS VIS 150 C 1600.-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 47 .0 PSF O/A L FN 17 0 0 CONFORM W/APPLICABLE PROVISIONS OF NOS 6 IPI. AN ENGINEER'S ALPINE TECHNICAL UP04TF (7/1/911 FOR PROPERSEAL ON THIS DRAWING APPLIES TO TME COMPONENT DEPICTED/1ERE DRYWALL APPLICATION. FURNISH A COPY OF THIS . � DSR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGNTO THE TRUSS ERECTION CONTRACTOREE ,� [SPACING 2 q p�� T y p F d gab 1 --TPT - [R;�"S "I AIF INSITIIITF NOS = 1991 NATI[1NA1. RFSION SPFCIFICA[ION FOR N000 CONSTRUCTION Job: 5-0999 OT 122-2 T14 17'0 COMMON THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TDP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 490 480 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 16.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHOHD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift ------------------- ---------------------------------------- *mw UPLIFT r11x i rxx HANGER xrx H5 - -455#(Jack5 Only) i HUS26 - + 2751# -1286#(IOU 1ply) MTS12 - -1000/ 1 HUS26 - + 3315# -15500(16d 1ply) MTS12 - -20000(2 Each) 1 HHUS48 - + 42990 -16600(104 2ply) MTT28B - -3786/(2 Each) (100 1 HHUS48 - + 5180# -2000#(160 2ply) MT1288 - -4455/(2 Each) (164)1 HGUS48 - + 66400 -21990(104 2ply) MS760 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -26500(166 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(164 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 8,6,. �� - 8.61, T 4X4 m 1 .5X3 1.5X3 n 6 [:7-- 3X4 3X4 (A 1) 3X4 (Al) X �_2' 17 �- 2' -� R=952# W=3118 R=952# W=3''8 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 3 TOTAL = 3 REV. 17.2m SCAALE8i0?2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 04/07/95 T C LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN Y1� s .� TC DL 7 .0 PSF DATE 04/07/95 FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE �S - ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 1O .0 PSF DRWG A446 GR B EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 _ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC L L 0 .0 PSF R A G CONNECTORS PER DRAWINGS 130. 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE x CONFORM W/APPLICAOLE PROVISIONS OF NOS 6 TPI AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER STATE OF _ T 0 T.L O. 47 .0 PSF 0 A L E N. 17-0-0 SLAL ON THIS UHAWING APPLIES 10 THE COMPUNCNI DEPICTED HERE UHYWALL APPLICATION. FURNISH A COPY OF THIS S AORTO P: Q�; oua.FAc. 1 . 33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY DESIGN TO THF TRUSS ERECTION CONTRACTOR. SPACING C O m n .--roT T:n rv. :,l.,rE TN,n nnF gyros fO�1 NAI LINAI DFSIGV sv11.1�11ATIoN Fon Wono roNSTRLLCTTON �'��,��•� 24.�" TYPF Job: 5-0999 LOT 122-2 T15 17'0 COMMON THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. " BOT CHORD 2x4 SP 02 N UPLIFT (LB): 490 480 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 16.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. -------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)=Uplift --------------------------------------------------------------- MMM UPLIFT MMM I MMM HANGER MMM H5 - -455#(Jacks Only) I HUS26 - + 27510 -12860(10d 1ply) MTS12 - -1000# I HUS26 - + 33150 -15500(164 1ply) MTS12 = -2000/(2 Each) i HHUS48 - + 4299# -16600(IOd 2ply) MTT28B - -37860(2 Each) (10d)l HHUS48 - + 51800 -2000#(16d 2ply) MTT288 = -44550(2 Each) (1601 HGUS48 + 66400 -2199#(IOd 2ply) MST60 - -468B#(Per 2ply) I HGUS48 - + 80000 -2650#(160 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335,+ -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 8'6" 8'6" 4X4 m 1.5X3 1.5X3 r� Q 6 F,- 2X4 (At) X4 (Ai) 4"310' 3X L 2, i7' _I f R=964# W=3"8 R=787# W=3"8 TAG = T22SED: 81626 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.2m SCALE =0.3750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 04/07/95 T C LL 30.0 PSF REF )()(IMPORTANT)(*SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS OLSIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN \1�11US 11�T/ TC DL 7 .0 PSF DATE 04/07/95 FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING HE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRW G A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLE55 OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC L L 0 .0 PSF R A G \"/Y\ CONNECTORS PER DRAWINGS 130. 750 6 260A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE of _ TOT.L D. 47 .0 PSF 0/A LEN. 17-0-0 \\U V CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17717911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO IRE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 R10P Q P` F DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. GINE EPS�� SPACING 24.0�� T Y P E C O m n .--IPI - 1f1- P$ATF IN"T IIIIIF NOS � f9I)1 NATIONAI DFSIC.N SPFC,IFICATION FDR WOOD CONSTRIIf TION Job: 5-0999 LOT 122-2 J7' EJ THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIfI CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 260 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 7.00 7.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTION OF 212.01. -------------------------------- ------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- WWM UPLIFT Mum I WWW HANGER WWW CONTRACTORS WARNING: H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#1100 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000/ 1 HUS26 - + 3315# -1550#06d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000/(2 Each) 1 HHUS48 - + 42990 -1660#00d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -37861(2 Each) (10d11 HHUS48 - + 51800 -20000(16d 2ply) MTT28B -4455/(2 Each) (16d)1 HGUS48 - + 6640# -2199#(10d 2ply MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#1164 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(164 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=212# W=1"8 411'6"4 m 0 6p m T 2X4 (Ai) 4"3 9' 2, A - 7 R=526# W=3"8 R=73# W=1"8 TAG = T16 SEG: 61855 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY 9 TOTAL 9 REV, 17.2m SCALE =0.5000 �1 )(*IMPORTANT** ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 04/07/95 TC LL 30.0 PSF REF (�`` *IMP ORT AN T**SHALL NOT BE RESPONSIBLE FOR ANY A RN I NG IN HANDLING, ERECTION AND n \\\�V� DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS• OR ANY BRACING. SEE HI8-91 BY TPI. SEE THIS DESIGN �7T♦,�11 �� TC OL 7.0 PSF DATE 04/07/95 \\Y1 U�*1VIAu\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBa By TPI. FOR ADOITIGNAL SPECIAL PERMANENT BRACING HE ` V ©\\\\,\/� ALPINE CONNECTORS ARE MAGE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10.0 PSF ORWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER R/ (A� TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 5606 BC LL 0 .0 PSF NPW CONNECTORS PER DRAWINGS 130. 150 G 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE M STA of = TOT.LO, 4�7PSFO/A LEN. 7-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE !7/1/911 FOR PROPER - •SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RIO Q � DUR FAC. 1 IN ONLY. ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.NDS - 1991 NATTONAI. DESIGN SPECTFICATION FOR WODO CONSTRUCTION 111111I�1SPACING T Y PF e 1 a C Job: 5- 999 LOT 122-2 J5' CJ THIS DWG. PREPARED FROM COMPUTER INPUT LOADS DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 230 200 200 WEBS 2x4 SP 02 N BRG.LDC (FTI: 0.00 5.00 5.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTION OF 133.72. ------------------------------------------------------ TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-I-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- WWW UPLIFT WWW I WWW HANGER WWW CONTRACTORS WARNING: H5 - -455f1(Jacks Only) i HUS26 - + 2751/ -12860(fOd 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000/ 1 HUS26 - + 3315/ -15500(160 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000/(2 Each) I HHUS48 - + 42990 -1660000d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -37860(2 Each) (10d)I HHUS48 - + 51800 -20000(16d 2ply) MTT288 - -44550(2 Each) (16d)II HGUS48 - + 66400 -2199000d 2ply) MST60 - -4688/(Per 2ply) I HGUS48 - + 80000 -26500060 2ply) CS150 - -16500(Each) I HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=1341 W=1"8 10'6'4 0 6 Cu T 2X4 (A1) 4"3 8' 1 --I 5 R=445# W=3"8 R=44# W=1"8 TAG = T17 SED: 61849 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 4 TOTAL = 4 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 04/07/95 TC LL 30.0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-g1 BY TPI. SEE THIS DESIGN 1T�� 1ji TC DL 7.O PSF DATE 04/07/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` V -ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC. DL 1 O.0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 - LL 0 0 PSF NPW TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BCCONNECTORS PER ORAMINGS 130. f50 C 160A-F. DESIGN GTANOAROS MI7M PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF _ T 0T.LO. 47 0 PSF OSA LEN. 5-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS E 0 pt0,,t,9• DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE1^;,.� SPACING 2 4.0" T ypE e j a c k --TPI - TRUSS Pt ATE INSTITUTE NOS " 1991 NATIONAL DESIGN SPFCIFICATION FOR WOOD CONSTRUCTION I'll Job: 5- 999 T 122-2 J J THIS DWG. PREPARED FROMCOMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 00T CHORD 2x4 SP 02 N UPLIFT (LB): 220 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 3.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTIONOF 37.25. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- *** UPLIFT W** 1 x** HANGER *W* CONTRACTORS WARNING: H5 - -455/(Jacks Only) I HUS26 - + 2751# -12860(10d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -10000 1 HUS26 - + 3315# -15500(16d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000/(2 Each) I HHUS48 - + 4299# -16600(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -37860(2 Each) (10d)I HHUS48 - + 5180# -20000(16d 2ply) MTT288 = -44551(2 Each) (160)1 HGUS48 = + 6640f -21990(100 2ply) MST60 - -46880(Per 2ply) I HGUS48 - + B000# -2650#(164 2ply) CS150 - -16500(Each) I HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=37# W=1"8 O w: 6 :~ -r 2X4 (A 1) `~ 13 + �8 �-—2' 3 — � R=384# W=3"8 R=141 W=1"8 TAG = T18 SEO: 61850 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY = 4 TOTAL 4 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 04/07/95 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN _ �� u 11. - TC DL 7.0 PSF DATE 04/07/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE � - ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 1 O .O PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGM POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 5606 BC LL 0 .0 PSF NPW CONNECTORS PER DRAWINGS 130. ISO G 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- GEE - STATE OF - [::� OT.L D. 4 7 ,O PSF 0/A L EN. 3-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL LIPOATE (7/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS E 0 pIO�'Q P: F CC. IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. jNEE1�� 2 4,0" TYPE E)a C k .__1Pr rn„cc ni•rc ruc rr rrc unS 1— NATlnuei n—t—SPFC.IFICATION FOR I*—r NS—Ir.T10N "I,I�11 --. Job: 5-0 9 99 LOT - J1* CJ THIS DWG. PREPARED FROM COMPUTER INPUT LOADS S DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N MWMARNINGMM AN UPLIFT REACTION OF -228/ OCCURED ON A BOT CHORD 2x4 SP #2 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 270 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.00 1.00 REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS CONTRACTORS WARNING: (+)-Gravity (-)-Uplift THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS --------------------------------------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MMW UPLIFT WWM I WWM HANGER MWW INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -4550(jacks Only) HUS26 - + 27511 -12861(10d (ply) MTS12 - -10001 1 HUS26 - + 3315# -15501(160 (ply) MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#(SOd 2ply) MTT28B - -3786/(2 Each) (104)1 HHUS48 - + 5180# -2000/(160 2ply) MTT28B - -44551(2 Each) (16d)i HGUS48 - + 6640# -2199/(10d 2ply) MST60 - -46880(Per 2ply) ( HGUS48 - + 8000# -265001160 2ply) CS150 - -16500 Each) I HGUS5.5- +11335# -3945#116d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 p 8'6"4 T 2X4 (A 1) 10.3 41 3 8' �---2 1 R=5051 W=3"8 R=-2281 -8®#"B=1"8 TAG = T19 SEG: 61852 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY = 4 TOTAL 4 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 04/07/95 TC LL 30.0 PSF REF **IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARN I NG IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING, SEE HIB-91 BY TPI. SEE THIS DESIGN ��1N IVC,d""', 1I., TC DL 7.0 PSF DATE 04/07/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE O� ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10.0 PSF ORWG O V A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC L L 0.0 PSF NP W W CONNECTORS PER DRAWINGS M. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE STATE OF - TOT.LD. 47.O PSF []�A LEN. 1-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER Q'� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RIO Q.`: F DUR.FAC. 1 .33 IN ONLY. AND SlfAlt NOT BE REllEO UPON IN ANY OTHER MAY. OL SIGN TO THE TRUSS ERECTION CONTRACTOR. INE , v e j a c k •--TPI TR1155 PI ATF INSTITUTE. NOS 199! NATION AI UFSIGN SPECIFTCAT IDN FOR MOOD CONSTRUCTION _ �1/lfi111TT`` SPACING 2 4.O" T IPE y OS l } -�8 J N 104Sf V3r .S'L o v 00 91. 8..00.10.00s ._. w .00'09 N w w j _ v ® 22' FLAIR nn E N *10 3 l� IS NN g�3V 1 p,P�pR o��N ® BENCHMARK (HIGH POINT USED TO DETERMINE A.B.M.) 26" A.B.M. ADDRESS: 1689 LINKSIDE COURT NORTH GRADE TYPE: A COMMUNITY: SELVA L1NKSIDE SOD: 66 PALLETS t. LOT: 122 UNIT 2 . DWG FENCE: '�f� l�.�� r Jffl DWG.: 1 2 2 S L2 FLATWK: 843 ��r�'1'}-1 >rLJr1J» EW)"JON DATE: 3/29/95 FNDTN. TYPE: MONO DRAWN BY: R.A.M. SCALE: 1" = 20.00' 1 /4! =.02' 1/2"=.04' 3/4!'=.06' 1"=.08' 1-1/4"=.10' 1-1/2"=.12' -3/4!'=.14' 2"=.16' 2-1/4"=.18' 2-1/2"=.20' 2-3/4"=.22' 3"=.25' 3-1/4!'=.27' 3-1/2"=.29' 3-3/4!'=.31' 22.33 40.67 24.33 4" 4-1/4"=.35' 63.00' 4 4-1/2"=.37' ;89.69'00"e 4-3/4!'=.39' ^' o 551+=.41' oN A/C PAD F- 5-3/4!'=.47' Ej CF 3 x 3' 37.00' 5-1/2"=.45' n89'S9'00"e o 6"=.50' o o 65.67 6-1/4:'=.52' 0 6-1/2"=.54' o 0 3705 6-3/4"=.56' Q N 2 CAR GAR. WQ- F.F.ELEV.= 16 0 7-1/4"=.60' 0 oar 15.3 7-1/2"--.62' �'� o 7-3/4!'=.64' 8"=.66' 63.00' IlYM3813 " c 8-1/4!'=.68' (14.2) n89.59'00"e ? 8-1/2"=.70' c 4 8-3/4"=.72' o 0 9"=.75' o 0 37.00' 9-1/4"=.77' - ns9.59'00"E 9-1/2"-.79' 26.66 36.34 .0 19.33 9-3/4!'=.81' 10"=.83' 10-1/4"=.85' 10-1/2"=.87' 10-3/4!'=.89' 1 1"=.91' 11-1/4"=.93' 1 1-1/2"=.95' 11-3/4"=.97' CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT LOCATION INFORMATION ermit Number: 19775 Address: 1689 LINKSIDE COURT NORTH Permit Type: PLUMBING i ATLANTIC BEACH, FI-32233 Class of Work: IRRIGATION/DRAINAGE I Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: I Subdivision: SELVA LINKSIDE Est.Value: i L Parcel Number: Improv. Cost: OWNER INFORMATION - q Date Issued: 3/22/2000 Name: JAKANOWSKI, JOHN Total Fees: 25-00 Address: 1689 LINKSIDE COURT NORTH Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 3/21/2000 Phone: (000)000-0000 Work Desc: IRRIGATION SYSTEM APPLICATION FEES ws-HICKORY CREEK ;j PERMIT 26,00 q r Inspections Required I � q � NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ii $25.0014 Date: 3122/00 01 Receipt: 0044310 262 ATLANTIC BEACH U I LCD I ---- - E 0 T. CHECKS -------......... CITY OF ATLANTIC BEACH APPLICATION FOR PLUASING PERMIT JOB LOCATION: A-/ ¢c S " cl 6=:- r OWNER OF PROPERTY: �'p G, /(J J'Al g o,, 6p , )S4EPHONE 1 U PLUMBING CONTRACTOR '/ T�.�/ C F,- CONTRACTOR' S ,-CONTRACTOR' S ADDRESS : 2(g /S' -Tl/ y C.-V STATE LICENSE NUMBER: �- `'f TELEPHONE: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE P I P E -_-� ER TOTAL FIXTURES: x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - ( 904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION e e CITY OF ��i!�t�ct� �'tacl - 1�l�rtiida 800sEAM©tai MAD ATLANTIC DF.WH,nARIQA 32133.5415 'fnZPHONB(!M)U,)LSMS FAX(W 247-SM NOTICE TO: Mater Department FROM: Building Department , DATE: Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address ! Sincerely, Building Department i Tatt-fitrate of Orrupanq (situ of Atlantic N=4 — 1oriba Bepartment of Nuilbing Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the-Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Bldg. Permit No. 1 s� Group Type Construction FireDistric ),u, sal'All?t)1tDr-"VE" 31 Owner of Building UD Lex ` ' �t i Ho tact = Address � k ; �r 7ig�� l B nV Addresp1U9 T ] 1 :s id ! D$:. "Locality �emich, Ki 2., i i f By: DON G EORD Building Off i,ial Date: =M' POST IN A CONSPICUOUS PLACE °t nnjj�� ,�CITY OF /n ri�LIZiL�Lc BewA-174 Office of Building Official REQUEST FOR INSPECTION 77 � � - �� Date Permit No. Time /`` �^ f A.M. Received ` ! P.M. Job Address Locality/ Owner's Name C&J-1 C -x Contractor E(y-E. /� � DIN CONCRETE ELECTRICAL PLUMBING MECHANICAL g ❑ 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 P.M. f �7 A. Inspection Made M. Inspector Final Inspection ❑ Certificate of Occupancy❑ �` ! Date MAP SHS NG BOUNDARY SURVEY r,F BLOCK AS SHOWN ON MAP OF SEL V I.IAII 7' IN, Pl�.,4-F 500K --4-L— PAGES c7-5'"S OF THE CURPILNT PUBLIC RECORDS Or DUVAL CO., FLA. F FOR, THE ABOVE MENTIONED PLAT. BE, IE EbN ARE BASED ON Z 7-,4YZO,,e j i o 1995 161 'tuildling and Zoning A10 D OJ 00 Al 50-00, d � ,�CREFNED /I STORY STUCCO A Aq 14-41 -9-4 f-- -0-00 .'x"ca 71 Z 4G. 64V 1V01-?79 ego',q,40617 OP AVO)') CITY OF � t AW44tik Beaelt-49k4 da 01 Office of Building Official REST FOR INSPECTION Date Permit No. Time Received 4e Job Addres Locali 1. Owner's Name A BUILDING CONCRETE ELECTRICALS PLUMBING MECHANICAL Framing Footing D ing Rough Air Cond. & Re Roofing G Slab C Temp Pole Top Out = Heating Insulation _ Lintel Final Fire Place REA41 �z 6 y, Pre Fab 4/ INSPECTION Mon. Tues. Wed, Thurs. Friday M _ A.M. Inspection Made _ — PM. Final Inspecli _ inspector �� Certificate of Occupancy � Date ___ Cid� of r,iai d 9l ollA $uii�,in9 �'t 771j o ?? t ---- A,l/11�� t_Yk� pit Go `� I for aUg� � �e Bt�Pg�e [9 reser _ ��C'C,�1 _ Rog but - pre Fa Phi, SE ROUg pole � � p,vner's CO Temg pcldal ra �� nirn9 `intel R��` r� _ Fie Roofln9 We�' ptJ� 'Asp ran i SUlatior or cera 1n - iues 1rsPe0tw�,�1ade �� \riS�UtU r_ 1 DATE: ! �',� 9)---- PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORYt ------�..-- --rte — lCif ------------------- lGy� -------------------------- ------ '------------------------------------------------- ------ '------------------------------------------------- Enclosed are the blue copies of the pernits. SINCERELY, BUILDING INSPECTION DIVISION cc:FILE 1� peovk 4�/� pate '^ Gond'& TimE ived �� i cen��actor �LUta1E'�1�s C' PA,6 9 e ce Sop Out P e Fab A �V„eT O�ner•s � CphaG� 'temi� Gttas Friday �j spa � �¢°�auton�s-� � F��a�•1ns4e��ucuPancY�` ��-� ns�, Ge ttt�cate lat;o�•�tadc � i/�� CITY OF Office of Building OffrT REQUEST FOR INSP Date Permit No.Time A.M. Received v RM. Job Address Locality r Owner's Name Contractor _ G'l BUILDING CONCRETE ELECTRICAL PLUS MECHANICAL Framing Footing Rough ging _ Rough Air Gond. & Re Roofing _ Slab _ Temp Pole Top Ouy_ --, Heating Insulation _ Lintel Final ewer Fire Place _ --}Pre Fab READY FOR INSPECTION AM Mon. Tues. Wed'"' Thurs. Fridagl M. A.M. Inspection Made � JJ P,M. Inspector_...__._ _ Final Inspection Certificate of Occupancy Date Office of Building Official REQUEST FOR INSPECTION �/ / `,1 �fy► { Date _—___ —_ Permit No. Time A.V; Received _ P.M. Job Address Locality Owner's C —A),� �/ Name a ctor �� Frz CONCRETE --- JL�I ' CtiAN9CAL Footing �`�� Rough — Air ond. & Re Roofing Slab - Temp Pole _ TO Out >—, Heating Insulation C Lintel Final _ Sewer Fire Place Pre Fab READY FOR INSPECTION Mon. Tue.. Wed. Thurs. Friday A.M. Inspection Mads _ S _ P.M. inspector _______,___ nal Inspection Certificatc of Occupancy C Date NOTICE OF ADDITIONS or • • D• NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted elAezf c A.t- c r' -�T"/? AZ lfew- JF'OTt G y E- 4 Z/'" $15.00 REINSPECT FEE A 4C It is unlawful for any Carpenter, Co , uilder, or other persons, to cover or cause to be"covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been — made, call 247-5826, Building Depart- ment PLUMBING for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BLDGp.m. Monday through Friday. 1Q220 p-s" 40 �y ,DEPARTMENT OF BUILDING 61TY OF ATLANTIC 1 BA,0iq1 ttD -102 �Addresi,. ' 689 ,L1NX >I' CT N - C`tass of Work: NRX- Const� . fiOOD 1"`1"1t� Lot . cock`, Opt r�I 404 11 ra 4 Cesd Sub v a : ' StLVA' L °N SI Total Pe Amount Paid $47,100 r E eft ep 1�Y"iTll /e'3 •♦ 1A�M 11(A +!'YV' 4 A(Y ` qy�yry ^ ACS$, PL 3RIDA S2 33 S te, "� 40 em fim 5% 0.00 �. CAE : frt � "T Sir "A ' FEO a4 , J4 ." dews � SOA E � .t x c, e .> AO 'Tp SAO E 'YIPACT"' 'I D.Q CONS' a. CEi 3 ix.v SCI°IJ� t ATL,,BCH .�� zk" ,x JS'u4Recza;sa:�m;+�,wi`F'r f YvTCi�i.` I f s IV©TICE..-ALL CQNCR 't I < FtM1 ,AMID F00TING$MUST�E INSPECTED BE ORE PQURtNha 4 F'1=F=1A111'T ow SIX MONTHS AFTI=R,DATE OF ISSUE BUILDING MATERIAL,RUBBISH ANIS DEBRIS FROM THIS WOf K MUST NOT BE PLACE©IN 1'UBLfC SPACE,ANp MUST BE CLEi4FtEa UP ANC3 HAUt'Eta Aw SY I`ITHER CONTRACTOR OR©INNER `�FAJLUR ,T r T IE' M CHANT LAW RESULT [f . r T` PEA TY. INC—MICE Foo# "TM 3 k ` " ISSUE ACC;cR1 £ TQ APt?ROEG�Fgfi#5 WHICH ARE PART OF TH1S..IERMitNp stlEC`f TC,lEvccATtoN F01� BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC 09ACH. FLONIDA 31-33 APPLICATION FOR MECHANICAL- PERMIT CAI.I IN NUMBER IMPORTANT — Applicant to complete all items in sections I. ll..III, and IV. I• 1689 LINKSIDE COURT NORTH LOCATION Sloe► Addra,,: _ ---- . OF tatersecting Streets: 1110.064 S E M I N O L E ROAD And ATLANTIC BLVD BUILDING Srb.rlia;,;an L O T 122 S E L V A L I 11. IDENTIFICATION -- To be completed by all applicants In toavdauot;on of parm;l given for doing the .ori as described in the obcvo state-nant .e haieby agree to pvlvn ta;d +o•1 .• a::: �a•:r .:th the sttachpd plan, and spoc;f;cacons which art a part hereof and in accordance wire the C;tv of Jaclsonva•e ord;-arcet a•a ✓a-:r•zt of good practice tilled tharain. Home e,loci«Ifflall MANDARIN HEAT & AIR Master tor` CACA12623 None of ' heporty O.aor S;gaaNra of Owaar S;gaalwe el w /wMerhad Agent � Arsltilet/ er Ewgtaaer Irl. GENERAL INFORMATION A. Typo of baYsaq Erol: e' 15 OTNLR CONSTRUCTION tILING DONT ON Y E S ❑ Electric THIS BUILDING OR SITU ❑ Gas—❑ 11 ❑ Nebel ❑ Ceatrel Why IF YlS, 61V[NUMBER OF CONSTRUCTION 10068 ❑ Oi r PCRM/IT ❑ 00— — Spoaly IV. u$CK4NWAL WUIFMWT TO It 114STAI I NATURE OF WORK it a ;do complete IW of compo wah oil bat,of AIB ferrel UJ Residential or f J Commercial ❑ Heat ❑ Spee ❑ Race$" O Cealrol 0 Hoa 0 New Building ❑ Air Coadrl;winq: ❑ Room ❑ Caalnl ❑ Existing Building ❑ .Doc System: Material S41e!ees<, ❑ Replacement of existing system Mfasimum capacity 1000 a,f m ❑ New Installation(No system previously installed) ❑ Refr;geeetioe ❑ Extension or add-on to existing system ❑ Other—Specify E] C-001109barer: Capacity V•P� ❑ Biro sprialion/: Nvmber of bei �— ❑ Elevator (3 Mealifl ❑ Etcatator lomsbor) THIS SFACI FOR OIiICS USI ONLY ❑ 64w4se pumps (avatbrl (R•a.lwel1 ❑ TOAL. (aumbar) Remarts ❑ LPG coatel m Iermberl ❑ Uad;rod pressors revel ❑ Ie,ere Permit Approved by Do 13 CAW— Sts"Ify ►trait Fe- LIST ALL EQUIPMENT A 3R CONDMONWC AND REFRIGERATION EQUIPMENT NUmber Ualt+ D+acrlpUon Kotsd Number Z+ "utalaalu er ('fsbaa?Y A rwetas O COND w 2 ot 10 . 0 7WATMG i FURNACES. 1*IIi RS'FIREPf.ACES Tttmtbas Vdb I Macriptieo Yadd Number 3[u.ur.,a.r.... Cap�se!•ty A4Vp6*VIA8 C[T� Office of Building Official REQUEST FOR INSPECTION pate_ t— -- _ Permit No. me ? f (9RfM✓;.., Joh Address to Owner's Name SUiLDIINGa ELECTRICAL PLUMBING MECHANICAL FramingRough Wiring Rough = Air Cond. & _ Re Hoofing _ Slab -- Temp Pc,t Top Out Heating Insu3-tion _ Linte? i. Final _ Sewer Fire Place Pre Fab READY FOR INSPECTION Mon, Tues_ Wed. Thurs. Friday RM P.M.Inspection Made � O�- i ____ ._RM. insrectoi Final inspection +_ Certificate of Occupancy Date I cli"i, off- Officc. Cl, bviWng Official REOILIEST FOR 11IN'SPECTION Date--,— Permit No Time A.W, Received Job Address L lily Owner's Name --d Contractor BUILDING CONCRETE ELECTRICAL IVIECHANICAL Framing Footing Rough Winn, g Air Cond. Re Roofing Slab Temp Pose 1 Top Out Heating Insulatior, :7 Un!6 Fina. Sewer Fire Place Pre Fab REAQ>-F—;-e%R INSPECT ION Wed. Thurs. Friday F, A.M. Inspection Made P.M, Final Inspection Certificate of Occupancy Date OF ADDITIONS or • "' • DO NOT REMOVE JOB ADDRESS DATE l Co $" IMfStOr Cr= PO. -S- F- 9 S' THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been PL ING r+ made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors EL are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. BLDG' TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. Address 7 sanomcx#i6c]acro�c �Odxroa6cxldRsonpavcioi:bsc. Please update your records accordingly. �T _ . UIL ING CLE • CITY•OF ATLANTIC BEACH /vcb Mi-3844 ' _ 0 0*J 2 Q15PARTMENT OF BUILDING CITY OF ATLANTIC BEACH , P ERM I T I N 10ORMATTON,, . ..- - __� ..4�.�` LOCAL`I OW I100"At OI Perakit Nu ber'> 10092 1659 L,IN�SIDE COURT NORTH Peri Tyke. PI�BMR t C A L I 'IC' BE)kCH'o 'FL€�RIDA Class o£ Wdr � Lit AL �IEk3C�t3P�'ION --- Constr. Type:, WO S 1 Proposed e: SINGLE I AI ILTownship'.. RNG., Dw '1 ncJ I 6dle: Subdivision SELVA LINKS TDIt R ma ed Va l.0 .' ' Improv. 'Costy ��► DD Total, Feet: SS7 .DSI. A,it3t3u t, $57;.00 Work BINGi IN NEW HOME ,gm.. O1�A ION �e�� , ,,��.� � AP LICA' IO vz 5 --__» � PERMIT"; $57 .00 AC0U '' 0T)R $0 .00 ACR �LxOR I �* 2 � S 'IMPA $ � �, �gaE �� CS tJ f - .ADON 6 S=*,ft.S. S t RADON Mama; OIC PLUMI3I CAP I'L"`A`L, IMPROVE. $0.00 Address ? � NDiNC� BLV �,. a, ,..w,„k �.N m,:T �� ., .> . JCCL, :n: A, 1t CROS `tN1YEC" I D . Q CSC I*P i. 5 C R. IMP)�CT E'ER CONST, ? RCHARGE NOTES. NOTICE-- ALL CONCRETE FORMS ANb FOOTINGS MUST BE iNSPEt” D BEFORE POURING PERMIT VO11D SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERfAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,.AND MUST BE .CLEARED UP AND HAULED AWAY,BY EITHER CONTRACTOR OR OWNER" iiFAILURE' TES CONI L', RTHI ii.r; � li �i' 1. �AW CAN I ESULT' N THE PRE3PE"RTY `EI PA�'INGM10E FORTH L ?114, I GIMP VEMENTS" ! ISSUED ACCORDING TO,4F'PRC VED PLANS WHICH ARE PART OF THIS PERMtT,AND SUBJECTTO REVOCATION I=©A , VIOLATION OF APPLICABLE PROVISIONS OF LAW. iL ATLANTIC BEACH BUILDING,DEPARTMENT I � � EIl r+II�115 i +wr: By: `f CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: —, �o OWNER OF PROPERTY: BUILDING CONTRACTOR: _ PLUMBING CONTRACTOR AND ADDRESS: M I TELEPHONE NUMBER: V F-C i 19 12 ` STATE LICENSE NO: TYPE OF BUILDING: .L�L I ct TYPE OF WORK: HOW MANY OF THE FOLLOWING FI E9 INSTALLED SINKS SHOWERS 22--LAVATORY WATER HEATERS -BATH TUBS TUBS I DISHWASHERS LURINALS ` DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS _ SHOWER PANS OTHER TOTAL FIXTURE COUNT: _ . 0 z $3.50 + $15.00 $ ---------------------------------------------------------------- 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) 247-5825 CITY OF ATLANTIC BEACH, FLORIDA a Approved by APPLICATION FOR ELECTRICAL )RRRMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:____ ..T 19�,,, IMPORTANT NOTICE: , IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS# CODES AND CITY OF ATLANTIC BEACH ORDINANCES. i BIS c *acto's ELECTRICAL FIRM: TCCI N SIGNATURE 5 NAME. CAI1�ylAmar-S -ADDRESS: 1JV±y� f RFD BOX BLDG.SIZE BETWEEN: RES.�Q: APT.( ) COMM.( ) PUBLIC.( ) INDUS.( ► NEWX OLD I ) REW.{ ) ADDITION( ) TRAILER ( ) TEMP.( 1 SIGNS ( ) S0, FT. SERVICE: NEW INCREASE( ► REPAIR ( ► FEE CONDUCTOR SIZE AMPS COPPER ALUM, SWITCH OR BREAKER AMPS LPH W VO AY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT _ FLUORESCENT&M.V. FIXED 0.100 AMPS, OVtR APPLIANCES BELL TRANSF. AIR H.P.RATING N.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT; KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 111.P. VOLTAGE PHS f ±- ,uN PSA-3w10068 R a.0* ~NW4"w'r RTMENT OF BUILDING CITY.OF�ATLANTIC`BEACH . � - _ ERMIT INFORMATION -;-- -------- L6CATION INF13RKATION '1k, mit. Number-.' 200 8 Address. vo9 CiNI"t :I-I3E C 3URt NORTH , rmi t Ty pe: BU LB NO ATLANTi SZ CH, FLORIDA 32'rbc'' s of Work, N _�_..�:,..�_� � �iL DI�BCB�'ION " .n ,tr r Type:* 4 O 0D FRAME Loi . "Section,; ProposedLyse: se: -SINGLE FAMILY; r « N+ �` I Mel Iin s : Code: '0 Su�adivisio�l M _ 6timated Valu s 8 8 :x.0 . r► +rrr_ cop., ` Total $2116;. 7 Amro 2778.76 PERMIT': aU d e OINT 'DRIVE Sn T . WA IMPAC FEE 431) ,06 rjg It Q.e ' '1k VON A.S-N R�S�- 6 . 98 Name, CEN N L E TAT SEWER, TRIP 3AC LL < , PL � 5 C)� SS CONNECTI O14 $$S.d`,0 fir E 5�1 SEyC I tt �n�Iwtyk�y CT�yFEE ��Y00 IN NOTICE—ALL CONCRETE FQRMS AND FOOTINGS MUST SE IN PECTEMS URINd ro MIT VOID SI 'kUTH AF=fER.DATE,OF ISSUE'` fes. ING MATERIAL,RUBBISH l t�ID RIS FROM IORK MUST NOT 0E PLAIC4D IN PUBLIC SPACE,AND MUST BI✓k RED UP AND HAULEL);AWAY ITHER CO A TQR OR OWNER .. . 1URE, CC�►IVIP�,Y HI `YAEVI�AI�oclo UEN, LAW' .. rrr ?-. L PROPERTY Q 'I F ; &: t1�'�IG�/ICE FORTHE 8UILDING IMPROVEMEk�� ED ACCORDING TO APPRC (EC}FLANS WHICH Aim PART OF THIS PERMIT AND SUBJECT TO REVOCATION F� TION OF APPLICABLE PROYIS A LAW. ATLANTIC BEACH BUILDING DEPARTMENT 0tpp� II�pt 0000 »4k7 14 WWI 114 '01 ti €0 7 , By; 44r low'' 56b99 CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET, LAVATORY i HATH (8) TUE OR SHOWER STALL (6) WATER CLOSET �ATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) '�URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) ,- FLOOR DRAIN (1) �HOWZR STALL DOMESTIC (2) LAUNDRY TRAY (2) _LAVATORY (1) COMBINATION SINK AND TRAY (3) _WASHING MACHINE (3) POT, SCULLERY SINK (4) -LDISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) _KITCHEN SINK (2) ,,--'DENTAL LAVATORY (1) —i—KITCHEN SINK WITS WASTE /DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) _BIDET / URINAL STALL, WASHOUT (4) _.,FLUSHING RIM SINK (e) 4�� COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET .-- DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, DARBER/1EAUTY ICE MAKER (1/2) / SHOP (2) J SURGEONS SINK (3) _,,ZLAVATORY, SURGEONS (2) JACUZZI (2) __e_URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS 0 $20.00 EACH JOB INFORMATION ,1' i ' 7 ?ROPERTY PESCRIPTION vvv ;5 �CQ��i - 7EOTic�Q 1g� 716 OCEAN BOULEVARD P.O.BOX 25 _ot ,► v2 o� Elaok ISection I c �QR�+ y �- NnC BEACH.FLORIDA 32233 VC �j iubdiviaions_ )�[ Ll�'1 aT1 es----------- `&A TELEPHONEIS►U41I49-2.195 w� street !tame Q DESCRIPTION OF WORK IS in a FLOOD HAZARD 'food Zones___X___---_area complete page 3. Brief Descriptions � - 11 _r1 F-✓ra4--- Class of Works (New/Remodel/Add ition)_ e v_ 1 ______ :OHING INFORMATION Typo of • Construction-Ile-le-/ez n,A, PPS____ zoning Proposed dstricls ,�� NProposed Estimated Vilue go?3.5� :xcoptions or "aterialss, t?®�_ CC0 ariancess aranteds,,,�,_,,__��.,,__ Solid or ..------------------- ___..�_--- - Filled around s� ____—Roof s OWNER INFORMATION I Method of Hosting �� _1_�_ -------- Property Owners_ ei ese !_ f�U Phonon Mailing yJ_ << Address L"hktqo� _�GlC1C Sd;1.L�.lJ=_�...�..1=J._._.._...._.._....------------•---- Zip s-�=��f(Q------^- CONTRACTOR INFOR"ATIOR Contractors —-----_- -_- Phones "ailing //_�)/� Address s.S�'S2>� _ �` ` �r _----c�-=------------------ -- '= -SUn.1) ..Ile..j.?.��...-------------- ------ Zips 3� 1 ------- r Expiration License Numbers__--_ _C � SC Z -------------- Dates- 4 __-- I ""Cal CCRTIfT TWAT I WAVL MAO AND CXAMINCO TWIG APPLICATION AND KNOW THC SAR[ TO R[ TRUC AND CORRCCT. ALL PRO1►ISIONS OF TNB LANA AND ORDINANCES OOVCRNINO THIS TTPC Of WORK •ILL •C ,tit �'• CONPLICO WITH. WHCTWCR WPC=rICD "CRCIN OR NOT. THt ORANTINO Of A P[RNIT DO[S MOT /RC:uR[ TO IV OIVt AUTNORITT TO VIOLAVC OR CANCKL TUC PROVISIONS Of AMY FCOCRAL. :.TATO OR LOCAL RULES. RtOULATION3. ORDINANCCS. OR LAWS IN ANT NANNCR. INCLUOINO TNt 6pVtRNIN0 Of ('011STRUCTtON OR TMC PCRfORNAHCC Of CONSTRUCTION Of TUC PW"CCT. I UNOCRSTANO THAT TNC ISSUANC[ Of THIS ►CRniT tS '•'� �"};�,�:�� CONTINOCNT UPON TNt AaOYt INFORMATION a[IHO TRUt AND CORRECT AND THAT TUC PLANS wwo Su►►ORTIRG DATA HAVC OCCH OR SHALL at PROVIDCD AS ACQUIRED- r� Ovncr Signature ___--______D.t•_ S _ --- - - - -- Ft-OMPLAZN DEVV6LOPMENT INFORMATION A - Type of Development__- Flood Zones Required Love■t Floor Elwationt Zf building is located Within a flood hazard zone, a survey ■ust be wade AFTER THE SLAB NAS S EN POURED, certifying that the LOWEST FLOOR ELEVATXOX is equal to or above the base flood elevation established for that zone. No final inspection Will be Made and no cert"-Acate of occupancy vill be issued until the survey is on Mile with the Building Department. COMMENTS: Applicant Acknowledgements Z 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. Z agree to comply with all applicable provisions of Ordlnonce No. 23-7-11 and all other laws or ordinances affecting the proposed development. Date_---- ____—Applicant's Signature__________________________ -----------------------------------_---------_------- Department Use Riquired Lovest Floor Elevation ............... Aq Built Lovest Floor Elevation Survey Filed with Building Department ___________ - Building DepartmentRvpranantative page 3 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Addressz/� S'/ Date Heated Square Footage @ $ Y5-00 per sq ft = $ 80, Garage/Shed - y .�@ S /7- �'`� per sq ft = $ :Z O c °� �@ $ /y 00 per sq ft = $ 7 G Deck y @ $ per sq ft = $ Patio ©(/�-/'Zc�T J2f--@ S �{•o� per sq ft = TOTAL VALUATION: $ 99) 3 3 Tota AS— luation 1st $�.o D° 3 /56 C, $ Remaining Value $4 per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ acs w (/) Fireplaces @ $15 . 00 $ L, •, 40 BUILDING PERMIT FEE $ 639, 00 WATER IMPACT FEE $ x{30 o SEWER IMPACT FEE $ WATER METER/TAP $ ?�, CAPITAL IMPROVEMENT . $ SEWER TAP $ (c 98 , 3-7 (Iq-9) RADON (HRS) .0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ 3 SURCHARGE .0050 $ 7 OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: 1 ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 99.7 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 I ---------------------------------------X- 1 The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear I -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 1 --------------------X1 R-0 R-7 Wall R-Value. . . . . . . . . 13.0 1 --------------------X1 R-0 R-19 Floor R-Value. . . . . . . . . 11.0 1 -----------X--------- I AIR CONDITIONER. . . . . . . . . . . . . 9.7 EER 16.0 EER. . . . . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- I HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 (X-------------------- ) WATERHEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.90 ( ----X---------------- 1 0.54 0 .90 GasEF. . . . . . . . . . . . . . 0.00 1 --------------------- 1 0.40 0.80 SolarEF. . . . . . . . . . . . . . I --------------------- I OTHERFEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder AddressSignature: (2ak Date: City/Zip ?/ (� Florida FOergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 122 SL 2 BUILDER: CENTEX AND ADDRESS: 1689 LINKSIDE CT N PERMITTING CLIMATE JACKSONVILLE, FL 322 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 3I_1 OWNER: CENTEX PERMIT N0. JURISDICTION NO.261100 CK 1. New construction or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1469.00 6. Predominant eave overhang (ft. ) 6. 1. 33 7. Porch overhang length (ft. ) 7 . 5.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 134 .00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 114 .00 ft b. Wood, raised (R-value, area ) 9b.R=11.00 , 380.00 sqft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=13.00, 1493.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=13.00, 173.00sgft ll.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 868.00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C EER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15 . Type: Electric EF: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18 . HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 99.67 a. Total As-Built points 19a. 28140.66 b. Total Base points 19b. 28234 .78 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: (�aL"'Ou'o compliance in accordance with Section DATE: 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: �C�jG(� P a� }t.ti, BUILDING OFFICIAL: te . . DATE: 'a S 9S' DATE: s"^/--yt'15�- Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 122 SL 2 BUILDER: CENTEX AND ADDRESS: 1689 LINKSIDE CT N PERMITTING CLIMATE JACKSONVILLE, FL 322 OFFICE: ATLANTIC BEA ZONE: 11_1 21_I 31_1 OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100 CK 1. New construction or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4. If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1469.00 6. Predominant eave overhang (ft. ) 6. 1.33 7 . Porch overhang length (ft. ) 7 . 5.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O. Osgft 134 .00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 114 .00 ft b. Wood, raised (R-value, area ) 9b.R=11.00 , 380.00 sqft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=13.00, 1493.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=13.00, 173. 00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 868.00sgft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6 .00 , uncond 13.Cooling system 13. Type: Central A/C EER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 99. 67 a. Total As-Built points 19a. 28140.66 b. Total Base points 19b. 28234 .78 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: 0Qh W Jtlku compliance in accordance with Section DATE: ��-9_S 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: O �C)� BUILDING OFFICIAL: DATE: !�-� S' DATE: ******************************************************************************* SUMMER CALCULATIONS ******************************************************************************* BASE ___ __= AS-BUILT ------------------------------------------ GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- S 84 .00 65 . 8 5527 .2 DBL CLR S 10.0 66.2 .93 617 .3 DBL CLR S 10.0 66.2 .93 617 .3 DBL CLR S 9.0 66.2 .92 546.6 DBL CLR S 35 .0 66.2 . 94 2178.0 DBL CLR S 10.0 66.2 .77 509.7 DBL CLR S 10.0 66.2 .77 509.7 W 50. 00 65.8 3290.0 DBL CLR W 5. 0 79.7 .65 260.3 DBL CLR W 15.0 79.7 .97 1155.6 DBL CLR W 15.0 79.7 .91 1083.9 DBL CLR W 15.0 79.7 .91 1083.9 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS --------------------------------------------------------------- ------------- . 15 1,469.00 134 .00 1 .644 8, 817 .20 14 ,499.03 8,562 .48 ----------------------------- NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1493.0 . 9 1343.7 Ext Wood Frame 13. 0 1493.0 1.50 2239.5 Adj 173.0 . 7 121. 1 Adj Wood Frame 13.0 173.0 .60 103.8 DOORS---------------- Ext 21 .0 6. 1 128. 1 Ext Wood 21.0 6. 10 128. 1 Adj 18.8 2 .4 45. 1 Adj Wood 18.8 2 .40 45. 1 CEILINGS------------- UA 868.0 .6 520.8 Under Attic 30.0 868.0 .60 520.8 FLOORS--------------- Slb 114.0 -37 .0 -4218.0 Slab-on-Grade .0 114.0 -41.20 -4696.8 Rsd 380.0 -4 . 0 -1516.2 Rsd Wood Adjacent 11.0 380.0 .70 266.0 INFILTRATION--------- 1469.0 8.0 11752 .0 Practice #2 1469.0 8.00 11752.0 -------------------------------- TOTAL SUMMER POINTS 22,675.65 18,921.00 TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 22, 675. 65 . 37 8, 389.99 1 18,921.00 1.00 1. 100 .340 1 .000 7,076.45 ******************************************************************************* WINTER CALCULATIONS BASE __= I =_= AS-BUILT --------------------------------------------- GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- S 84 .00 -10.6 -890.4 DBL CLR S 10.0 -28.4 .97 -275.5 DBL CLR S 10.0 -28.4 .97 -275.5 DBL CLR S 9.0 -28.4 .96 -246.2 DBL CLR S 35.0 -28.4 .97 -967 .5 DBL CLR S 10.0 -28.4 .87 -247 . 1 DBL CLR S 10.0 -28.4 .87 -247 . 1 W 50.00 -10.6 -530.0 DBL CLR W 5.0 -9.2 .03 -1.3 DBL CLR W 15 .0 -9.2 .90 -124.2 DBL CLR W 15.0 -9.2 .74 -101.7 DBL CLR W 15.0 -9.2 .74 -101.7 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS --------------------------------------------------------------- ------------- . 15 1,469.00 134 .00 1 .644 -1,420.40 -2, 335. 71 -2,587.67 ------------------------ NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1493.0 2 .2 3284 .6 Ext Wood Frame 13.0 1493.0 3.40 5076.2 Adj 173.0 3.6 622 .8 Adj Wood Frame 13.0 173.0 3.30 570.9 DOORS---------------- Ext 21 .0 12 .3 258.3 Ext Wood 21.0 12 . 30 258.3 Adj 18.8 11 .5 216.2 Adj Wood 18.8 11.50 216.2 CEILINGS------------- UA 868.0 1.2 1041 .6 Under Attic 30.0 868.0 1.20 1041.6 FLOORS--------------- Slb 114 .0 8.9 1014 .6 Slab-on-Grade .0 114 .0 18.80 2143.2 Rsd 380.0 1 .0 364 .8 Rsd Wood Adjacent 11.0 380.0 3.60 1368.0 INFILTRATION--------- 1469.0 7 .4 10870.6 Practice #2 1469.0 7 .40 10870.6 --------------- TOTAL WINTER POINTS 15,337 .79 18,957.33 TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 15, 337 .79 .55 8,435.79 1 18,957 .33 1.00 1. 100 .500 .950 9,905.21 ******************************************************************************* WATER HEATING ******************************************************************************* _-= BASE ___ __= AS-BUILT NUM OF x MULT = TOTAL I TANK VOLUME EF TANK x MOLT x CREDIT TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------- 3 3803 .0 11,409 . 00 40 .90 1.000 3719.7 1.00 11, 159.00 ******************************************************************************* SUMMARY ******************************************************************************* BASE ___ ( __= AS-BUILT COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------ 8390.0 8435 .8 11409 .0 28,234 .78 7076.5 9905.2 11159.0 28, 140.66 ***************** * EPI = 99.67 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 99.7 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ( ---------------------------------------X- 1 The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . .Double Clear -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 I --------------------XI R-0 R-7 Wall R-Value. . . . . . . . . 13.0 1 --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 11.0 -----------X--------- ) AIR CONDITIONER. . . . . . . . . . . . . 9.7 EER 16.0 EER. . . . . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- I HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- ) WATERHEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.90 1 ----X---------------- 1 0.54 0.90 GasEF. . . . . . . . . . . . . . 0.00 1 --------------------- ) 0.40 0.80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address =Signature: Date: 41 9S City/Zi ¢ ,`QQQ3a-2I Florida 9Aergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 SERIAL # 5411 * RESMANUJ(c) WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EPI92-FLA/RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) ------------------------------------------------------------------------------- NAME : 122 SL 2 ADDRESS : 1689 LINKSIDE CT N CITY :JACKSONVILLE, FL 32233 OWNER :CENTEX BUILDER :CENTEX Conditioned Floor Area : 1469 SF * Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geographical Location : Florida I Jacksonville ---------------------------------------------------------------------------- North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff. 38 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Humidity Ratio 114 Indoor Summer Relaltive Humidity 50% Indoor Summer Design Grains / Lb. 49 Indoor Summer Dry Bulb 75 Deg. F Indoor Summer Wet Bulb 62 . 3 Deg. F @ 64 Gr/Lb Summer Daily Range 19 Deg. F - L Summer (Actual) Temp.Diff. 19 Deg. F Summer (User Sel) Temp.Diff. (sTd) 20 Deg. F ---------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL 22013.45 STRUCTURE SENSIBLE 11796.92 MECH.VENT- 200 Cfm 4180.00 SENS. + MECH.VENT : 15976.92 TEMP.SWING @ 3 DEG. : 1 .00 OCCUPANT/APPLIANCE 3000.00 DUCT LOSS 1100.67 DUCT GAIN 1897 .69 TOTAL LOSS/BTUH 23114 . 12 TOTAL SENSIBLE 20874 .61 TOTAL LATENT 13010.67 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 4622 .82 20% SENS.OVRSZE FTR: 4174.92 ACTUAL + 20% OVERSIZE: 27736.94 ISENS. + 20% OVERSIZE: 25049.53 -------------------------------------------------------------------- * EQUIPMENT SELECTION * -------------------------------------------------------------------- EQT. MANUF. MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM HTG CFM -------------------------------------------------------------------- * L O A D C A L C U L A T I O N TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh GL A S S---------------------------------------------------------------------- West Double Clr Drapes/Blinds 1 5.00 145.00 230.00 West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 South Double Clr Drapes/Blinds 1 10.00 290.00 250.00 South Double Clr Drapes/Blinds 1 10.00 290.00 250.00 South Double Clr Drapes/Blinds 1 9.00 261 .00 225.00 South Double Clr Drapes/Blinds 1 35.00 1015.00 875.00 South Double Clr Drapes/Blinds 1 10.00 290 .00 250.00 South Double Clr Drapes/Blinds 1 10.00 290.00 250.00 Infiltration : Winter Htm ( 33.04 ) x 134 .00 4427.36 Infiltration : Summer Htm ( 8.69 ) x 134 .00 1164.46 --------- --------- --------- Window Frame : Metal SUBTOTALS: 134 .00 8313.359 5564 .46 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 13 1493.00 4777 .60 3284.60 Wood Stud - Adj . 13 173.00 553.60 259.50 --------- --------- --------- SUBTOTALS: 1666.00 5331 .20 3544 . 10 DO O R S---------------------------------------------------------------------- Solid Core/Wood - Ext. 0 21 .00 598.50 266.70 Solid Core/Wood - Adj . 0 18.80 417 .36 78.96 Infiltration :Winter Htm( 33.04 ) x 39.80 1314.99 Infiltration :Summer Htm( 8 . 69 ) x 39.80 345.86 SUBTOTALS: 39.80 2330.85 691.52 CE I L I N G S---------------------------------------------------------------- Under Attic 30 868.00 1128.40 1388.80 FL 0 0 R S-------------------------------------------------------------------- Slab on Grade 0 114 .00 Lin.Ft. 3693 .60 000 .00 Raised Wood - Adjacent 11 380.00 Sq.Ft. 1216.00 608.00 --------- --------- --------- SUBTOTALS: 114 .00 Lin.Ft. 4909.60 608.00 SUBTOTALS: 380.00 Sq.Ft. * TOTAL STRUCTURE SENSIBLE ------------------------------------------------------------------------------- 22013 .45 18976.92 ------------------------------------------------------------------------------- RINANCIA%.PRINTING C>AWW N N otiee of Commencement (►RLlAR[ IN DUPLICATE) Q) r� To whom it may concern: > The undersigned hereby informs you that improvements will be made to certain real property, and in 0 accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE rn OF COMMENCEMENT. U ` h Description of property � l S�1 _ ,✓�k S d ---` ---------------------. ---------------- ------ o ---�-lo �.._ __L K_ ►-� ---L==+=--1�------------------------------------------------- According to plat thereof recorded in plat book pages ------------------------------------------------------------------------------------------------ of the current public records of I 'u-�� Fro, <sr_ General description of improvements _________________________ Construction of Single Family Residence with Garage on concrete slab A ----------------------------------------------------------------------------------------------------------- Centex Real Estate Corporation Owner ---------------------------------------------------------------------------------------------------- 0 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216 C1' Address --------------------------------------------------------------- 4J Fee Simple pOwner's interest in site of the improvement ---------------------------------------------------------------. W C Fee Simple Title holder (if other than owner) -------------------------------------------------------------. N W �o Name ----------------------------------....---------------------------------- tnAddress --------------------------------------------------------••---------------------------------------- cti x same as owner Contractor -----------------------------------------------••------------------------------------------------ hAddress ----------------------------------------------------------------------------------------•--------- 0 Surety (if any) Address --Amount of bond $-------------- 0 Name and address of any person making a loan for the construction of the improvements. Name ----------------------------------------------------------------------------------------------------- Address ------------------------------------------•------------------------------------------------------- Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name _ .±'C J Q_�L __1_iQ__ _�?_��ca�A41. ��.-- =------------------------------- 6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216 Address ------------------------------------------------------------------------------------------------- In addition to himself, owner designates the following person to receive a copy of the Lienor's Notics as provided in Section 713.06 [2] [b], Florida Statutes. (Fill in at Owner's option). Name ------------------------------------------ ---------------------------------------------------------- ry, s ! I uo a �- A 61 $1 r31 a < U3 cp $� V. ' 9 7 7 A TH N PREPARED F M T R INPUT AD 6 M NS ONS SUBMITTEDY TRUSS MFR, ROP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. )OT CHORD 2x4 SP #2 N UPLIFT (L8): WEBS 2x4 SP 03 BRG.LOC (FT): UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED -300.00 MPH. MEAN HEIGHT 15.00 FT. ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS OUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+l-Gravity (-)-Uplift ----------------------------- rxx UPLIFT BWW 1 WWW HANGER WWW H5 - -4550(Jacks Only) HUS26 + 2751# -12860(10a 1ply) MTS12 - -10001 1 HUS26 + + 3315# -1550/(166 1ply) MTS12 - -20000(2 Each1) ))) HHLIS48 - + 4299# -16600tiOC 2ply MTT288 - -4455#i2 Each) f16dil HG�US48 - + 6640# -2i9O90j(160 2ply) 100 2ply MST60 - -4688#(Per 2Ply) I HGUS48 - + 8000# -2650006a 2ply) CS150 - -1650#(Each) 1 HGUS5.5- +113350 -39450(164 3ply1 --------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS -41 -4- 3X4 v s p 0 N 2X4 (D 1) X4 (D i) �gr4 9' 8 N\ R=94 plf W=B' TAG Tii SED: 61437 PLT. TYP.-ALPINE DESIGN CRIT-TPI ©TY a 1 TOTAL - i REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 04/07/95 TC LL 30.0 PSF REF (�2 *)(IMPORTANT*)(SMALL NOT BE RESPONSIBLE FOR ANY HARNING IN HANDLING, ERECTION AND k,/f„� {ti j-\\\jyVL DEVIATION FRGI THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-S1 BY TPI. SEE THIS DESIGN g.'w" ,� TC DL 7.0 PSF DATE 04/07/95 FAILURE TO BUILD THE TRUSS 1N CONFOWANCE NITN O5iBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20 4 GALV. STEEL MEETLD ASTM GUIREMENTS, UNLESS OTHERWISE INDICATED, TOP - BC DL 10.0 PSF DRWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTGK TO EACH FACE OF CHDRO SWILL BE LATERALLY BRACED WITH PROPERTRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION - LY ATTACHED PLYW000 SHEATHING, BOTTOM CHORDBC LL 0 •0 PSF NPW COH#ECi0R3 PER DRAWINGS 130. .130 C ftAA-F, OESIGN.StAN0AR03 WITH PpOPER1.YATIACNEO R161D CEILING --SEE TOT.LD. 47.O PSF 0/A LEN. B—O—O CONFORM W/APPLICABLE PROVISIONS OF NDS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE )T/1/91) FOR PROPER -SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THI8DUR.FAC. 1 .33DESIGN TO THE TRUSS ERECTION CONTRACTOR. ,� d Dab l T MN GIRDER THIS DWG. PR AR ROM TER INPUT LOAD DIMEN IONS S MITTED Y TRUSS MFR, v TOP CHORD 244 SP f2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (Lei: 280 280 WEBS 2x4 SP 13 BRG.LOC FT : 0.00 7.71 TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM). THIS GIRDER DESIGNED TO CARRY 07-00-00 TRUSSES FRAMING TO ENCLOSED OR FULLY OPEN BUILDING (1991 SOC) BOTTOM CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/8C SPLIT --------------------------------------------------------------- FROM OTHER SIDE. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+) Gravity (-)`Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MMM UPLIFT *KM 1 NNN HANGER WNN H5 -455/(Jacks Only) 1 HUS26 + 2751# -12861(IOU 1ply) NTS12 -10000 1 HUS26 + 3315f -1550f(16d 1ply) MTS12 -20001(2 Each (( HSAIS48 + 42990 -16601(10tl 2plyMTT ) MTT286 - -4488 551((2 EaCh (16tli0di 48 + 66a0f -21991(((10 2ply) MST60 - -46881 Per 2ply) 1 HGUS48 + 8000! -26501116a 2ply) CS150 16501 Each) 1 HGUS5.5- +113350 -39451(160 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 4' _�- -4- 4X T m 6p- Q CU2X4 (A1) X4 (At) J� 3 8, ._A_. 8' �---- -- 81 _{ R=819# W= "8 R=8191 W=3"8 TAY. T2p SED: 61441 PL7. TVP.-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL - i REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 04/07/95 TC LL 30 .0 PSF. REF (�2 *IMPORTANT*)(SHALL NOT SE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND ,,,f,,, DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �L�US f'�,, - TC OL 7.0 PSF DATE 04/07/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WI7H OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` ALPINE CONNEC70RS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC CL 10 •O PSF DRWG \0\l A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LV ATTACHED PLYWOOD SHEATHING BOTTOM CHORD N 606 - BC LL 0•0 PSF NP W CONNECTORS PER DRAWINGS 130. 150 S 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE STATE.OF T 0 T.LD. 47.0 PSF 0/A LEN• B-0-0 CONFORM M/APPLICABLE PROVISIONS!K NDS S TP;. AM ENGINEER'S ALPINE TECHNICAL LIPOATE fT/7/971 FOR PROPER L V.0 R10� SEAL ON THIS ORAWtNG APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION..FURNISH A COPY OF THIS �. Q-� JOUR.FAC. 1 .33 tM ONLY. AND SHALL NOT BE RELIED WON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. 'i, INEE�' SPACING SEE ABOVE C o m n •,,....,RH�`� TYPE v 0 - g T ' HIPS 7'S8 THISOWG. PREPARED FROM COMPUTER INPUT (LOADS IMENSIONS UBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 N :T2 2x6 SP #1 W. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 850 840 WEBS 2x4 SP #3 BRG.LOC (FTI: 0.00 20.71 TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM). #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EGUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift MMM UPLIFT MMMT HANGER MMM H5 -4550(Jacke Only) I HUS26 - + 2751# -1286#00d (ply NTS12 - -1000# ( HUS26 + 3315E -1550#(16d 1ply) 14TS12 - -2000012 Each 1 HHUS48 - + 42990 -16600(iOd 2ply) MTT288 - -37860(2 Each (10d) HHUS48 - + 5180#-20000 160 2ply1 MTT288 - -4455#12 Each (160! HGUS48 - + 6640# -22991 10d 2ply MST60 - -4688#{Per 2ply) HGUS48 - + 6000# -2650# 160 2ply) CS150 - 16502(Each) I HGUS5.5- +11335# -39451 1160 3p 1y) -------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 21 ' J r 7' —7' + 7' T 6X8(R) T2 (R) T m = 1.5X3 1 .5X3 O 6 (T m 4X5(A2) 4X5 (A21 4 4X4 21 ' —) 2 N 21 - —(— 2'' 7 -----7' 7' -----I R=2105#,-W=3"B 578# 578# R=2105# W=3"B PLY.= SED: 61445 T. TYP.—ALP NE DESIGN CRIT=TPI OTY - 1 TOTAL i REV. 0.2m SCALE -0.2500 - ALPINE ENGINEERED PRODUCTIL INC. TRUSSES REWIRE EXTREME CARE 04/07/95 TC LL 30.0 PSF REF **IMPORTANT)()(SMALL NOT BE RESPONSIBLE FOR ANYWARNING IM HANDLING. ERECTION ANo to DEVIATION FMM THIS DESIGN OR THESE SPECIFICATION% OR ANY BRACING. SEE HIS-Mi SY TPI. SEE THIS DESIGN e,. TC []L 7 .0 PSF GATE 04/07/95 FAILURE TO BUILD THE TRUSS IN CORFORMIANCE M1TH OSTOS SY TPI. FOR ADDITIONAL SPECIAL PEAKA ENT BRACING RE ,1ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASIM WIREMENTS. UNLESS OTHERWISE INDICATED. TOP _ BC OL 10-0 PSFORWG AAA$OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED MIT"PROPER - BC LL O.O PSF NPW LRUSS ANO iM/LE53 OTNERWtSE LOCATED ON TN18 DESIGN, PW2TION LY ATTACHED PLYWOOD SHEATHING. BOTTOMCHtlROCONNECTORS PER DRAWINGS t1O. 150 i ISGA-F..DESIGN STANDARDS WITH PROPERLY ATTACHED 01010 CEILING--SEE TOT.LD. 4/ -O PSF 0/A LEN. 21—O—O CONFORM M/APPLICABLE PROVISIONS Of NDS i RPT. AN ENGINEER'S ALPINE TECHNICAL LIPOATE.(7/1/91) fOR PROPERP - SEAL ON tHIS DRAWING APPLIES TO It*COMPONENT DEPICTED HERE .DRYWALL APPLICATION. FURNISH A COPY OF TH1: OUR.FAC. 1 .33 IN ONLY. ANO$HALL N0T 8E RELtEO UPON tM ANY OTHER WAY. SIGN TO THE TtMR53 ERECTION CONTRACTOR. `1 conrrTNRc CCG ARnVF IT110C hips o : - T HIPS THI NG. PREPARE FROM COMPUTER INPUT OA 6 MENSIONS SUBMITTED 8 TRUSS MF J TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2x4 SP t2 N UPLIFT ILB�: 470 460 WEBS 2x4 SP 43 BRG.LOC FT 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. MIND SPEED - 100.00 MPH. MEAN HEIGHT . 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL S114PSON OR EQUAL UPLIFT/HANGER REQUIREMENTS l+l-Gravity (-)•Uplift NNW UPLIFT xxWxxx HANGER xWx H5 -455f(Jacks Only) MUS26 + 27511 -1286#000 1 } NTS12 - -1000/ HUS26 - + 3315f -1550/(!6d 1p1y1 MTS12 -20001((2 Each HH11S48 + 42891 -16601 !Od 2ply MTT288 44551 t2 Each) (16d) NSUS48 - + 66401 -21991 10d 2ply) MST60 - -4688f1Per 2ply) HGUS48 - + 80001 -26501 2ply) CS150 - -1650/!Each) ! HGUS5.5- +113350 -3945f116d 16d 3ply) --------------- REFERENCE HOLMES LUMBER DETAIL SHEET FDR UPLIFT/HANGER DETAILS 4X5(R) 4X5 R) m _ 1.5X3 1.5X3 O 6 P tT 3X�(Aflal X4 (A S) 3" e X4 3X4 3X4 21 ' - - J-2' ftle 21 ' _)_ 2' -� R=114PaM W=3"8 R=114011 W=3"8 TAG = T4 SED: 61448 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL - 1 REV. 17.2m SCALE =0.2500 ALS.EMROINEERED M�Ot111CrS. INC. TRUSSES REQUIRE EXTREME CARE 04/07/95 TC LL 30.0 PSF REF C2, 1f IMPORTANT-xx SNALL!bT eE I�SPOIBt�E FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY SRACIMG. SEE HIB-91 BY TP1. SEE THIS DESIGN �t"�.' �� TC OL 7.0 PSF DATE 04/07/95 FAILURE TO BUILD THE BUSS IN CONFORMANCE MI14 OSIN BY TPI. FOR AOOITIONAL SPECIAL.PERMANENT BRACING 1E � Q�\\\UUU��111•••"' ALPINE CONNECTORS ARE MADE OF 2OGA QALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, 70P - - BC OL 10.0 PSF ORWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 _ N17 W TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY AITACIEO PLYWOOD SHEATHING, BOTTOM CHORD N BC LL 0 0 PSF CONNECTORS PER DRAWINGS M. 150 C %GOA-F. DESIGN STANOAROS WITH PROPERLY ATTACHED RIGID CEILING--SEE - STATE OF � TOT.LD. 47 •0 PSF D/A LEN. 2.i-O-O CONFORM"/APPLICABLE PROVISIONS OF NOS! 7P2. AM ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER SEAL OM THIS DRAWING.APPLIES TO THE COMPONENT DEPICTED HERE ORYWALL APDLICATION. FURNISH A COPY OF THIS ` F 0 Rto�Q.` DUR.FAC. 1 .33 tN ONLY. ANO SHALL NOT BE RELIED UPON IN ANY 07HER MAY. 0E3%GN TO THE TRUSS ERECTION COM7RAC70R. �N�� INEE ��` cnArrARr_ 911 f1" rvoc h1ns, P D ' 5' 9 T 122-2 T4 T ET R THI WG PREPARED FROM COMPUTER NPT (LOADS DIMENSIONS) SUBMITTED Y TRUSSMFR. TOP CHORD 2x4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x6 SP l2 N UPLIFT (L8)t 470 460 WEBS 2x4 SP 13 BRG.LOC FT : 0.00 20.71 TRUSS DESIGNED FOR 100.00 MPH MIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM). A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILOING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+1-Gravity 1^)-uplift -------------------------------------------------------------- *xm UPLIFT xx21xxx HANGER xxx H5 - 45511Jack8 Only) 1 HUS26 - * 2751: -12860 IOd 1ply) MTS12 - -70001 I HUS26 - + 33151 -155011160 1ply) MTSt2 - -20001((2 Each) jI HHUS48 - + 42991 -1660000d 2ply MTT28B - -44535{!2 Eacn1 116d)I HGUS48 - + 66401 -2/991(f 00 2p 1y 14ST60 - -4688/ Per 2ply) NGUS48 - + 80001 -26501((160 2ply CS150 - -16501 Each) HtiUS5.5- +113351 -39451 16d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 4X5(R) m 1.5X3 1.5X3 X 6 p ul 3X5(A 1) X5 (A 1) 4X5 �--2 21 ' 2 -� R=17700 W=3"8 R=1770# W=3"8 gg ggEE PAT .=TYP.-ALPINE DESIGN CRIT=FPI QTY 4 TOTAL 4 REV. 17.2m SCAALE610.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 04/07/95 TC LL 30 .0 PSF REF *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND OEVIATIOM FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIG-81 BY TPI. SEE THIS DESIGN �I`T,�M M/.��, TC OL 7 .0 PSF DATE 04/07/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE O ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - BC DL 10 -0 PSF DRWG MAB OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CMORD SMALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED mN THIS DESIGN, POSITION LY ATTACHED PLYWOOD:SHEATHING. BOTTOM CHORD x BC LL - 30.0 PSF NP W CONNECTORS PER DRAWINGS 230. 150 t t6OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF - TOT.L0. 77.0 PSF 0/A LEN. 21.-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/811 FOR PROPER C 0 R1Q:F Q it' SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY THIS ,O,t Q OUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON.IN ANY OTHER WAY. RESIGN TO THE TRUSS ERECTION CONTRACTOR. INEtY`��.`� -------_. __-.._____._. �., y''•.,,,., SPACING 24.0" ITYPE Camn 3b: 9 T - T GIBLE THI DW PREPAREDFROM COMPUTER INPUT (LOADSIMENSION SUBMITTED BY TRUSS MFR. TOP CHORD 2x1 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT {LBI: WEBS 2x4 SP !3 BRG.LOC FT : UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT- 15.00 FT. ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. ENCLOSED OR FULLY OPEN BUILDING 11991 SBC) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)=Uplift ----------------------------------- *WW UPLIFTWNx WWM HANGER WWW H5 - --455!(Jacks Only) 1 HUS26 - + 275it -1286! 10d 1plY) NTS12 - -1000!` 1 (( ))1 HUS26 - + 33151 -15501 16d 1ply) NTT280 - -4455112 Each? Ii6d)) NSUS48 + 66401 -2199!(10d 201Y1 iOd j MTT288 - -3706! 2 Each 10d HHUS48 - + 5180# -2000!((160 2ply CS10 = 16500 Each) 1 HGUS48 5- +15335 -39451(10 3PlY) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS �--- -4 ' -4- 3X4 43X4 Q 6C7 O N 2X4 (01) X4 (D 1) B — R=94 p1f W=8' TAGT6 JE 61454 PLT. TYP.-ALP NE DESIGN CRIT=TPI OTY i TOTAL - 1 REV. 17.2m CALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 04/07/95 TC LL 30.0 PSF REF )(*IMPORTANT**SHALL NOT BE AESPW618LE FOR AN, WARNING IN mumoNG, ERECTION AND 11 -+- (� \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN AALeH.,, T C DL 7.0 PSF DATE 04/07/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 10.0 ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM RE QUIMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 1 0•0 PSF ORWG \\\\\V\Y\\\) A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS GT/£RWISE LOCATED ON THIS OESIGK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF NP W coNA£CioRs PER DRAWINGS 130, 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF RO TO T.LD. 47.0 PSF D/A LEN. 8-0-0 CONFORM N/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE {7/1/91) FOR.PROPER ' P'� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' F O RSO Q'' OUR.FAC. 1 .33 N roxw AA CIIAII MIT BE/£LIFO UPON IN ANY OTHER WAY. DESIGN TO IH£ IRUSS ERECTION CONTRACTOR. ,, ��` cOAf-r fOr 7d (T" ITvorz flaab 1 ] T 122-2 T5 8' COMN THISW PR PA ED FROM COMPUTER INPUT (LOADS DIMENSIONS) SUBMITTED Y TRUSS MFR. IOP CHORD 2x4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2.4 SP /2 N UPLIFT (LB): 230 340 WEBS 2x4 SP /3 BRG.LOC (FT): 0.00 6.36 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.. -------------------------------—---- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS CONTRACTORS WARNING: ------(+)_Gravity-(-)-Uplift - THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS ------------- --------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING 6BW UPLIFT WBR ) WWW HANGER NNN INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 455/(Jacks Only) ) HUS26 - + 27511 -1286/(106 Iply) MTS12 1000/(2 Each) HHUS42 + 42990 -16600(iOd 2ply) ( (( )J1 HUS26 - + 33150 -1550/(16G !ply) MTT288 4455112 Each1 (16011 HGU548 - + 6640/ 2199/0 06 2ply) MST60 - 468Bt(Per 2ply) ( HGUS48 + 8000/ -2650/(160 2ply CS150 1650#(Each) I HGUS5.5- +11335, -3945/(160 3ply) ------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS 4• 4• 5X6 M v iu 3 6 C7,-' 2X4(A1) X4 (A1) !D• 1. X 1 .5X3 6,8 N �� •4 N 2, 8, 2• R=428# W=3"8 R=630# W=3"8 ,PLT.;TYP.-ALPINE DESIGN CRIT-TPI OTY - 3 TOTAL - 3 REV. 17 2m SQ: 0 5000 ALPINE ENGINEERED PROOMIS. INC. TRUSSES REOUTAE EXTREME CARE 04/07/95 TC LL 30 .0 PSF REF **IMPORTANT**sHALL wt BE RESPONSIBLE FOR ANY WARNING tN mmxiNG, E1ecnaT AND �,I1�11j DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE Nth-61 a1 TPI. SEE THIS DESIGN ITC OL 7.0 PSF DATE 04/07/95 \\1V\�AviAy\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH asres BY TPt. FDA AODttlaNAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MAGE OF 206A GAMY. STEEL MEETING ASTM OUtREMENT4. UNLESS OTHERWISE INDICATED. TOP - BC DL 10.0 PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER \\U/\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LV ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 5606W BC LL 0.0 PSF NP W CONNECTORS PER DRAWINGS tao, 190 G 160A-0r. DESIGN STANDARDS WITH vaoPEp.r ATTACHED RIGID CEILING -- SEE STATE OF CONFORM TO .LD. 47.0 PSF 0/A LEN. B-0-0 P1 COON/APPLICABLE PROVISIONS OF NDS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1!9.0 FOR PROPER SEAL ON IN?$DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COOF tHI: Q•� OUR.FAC. i .3 3 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. '��, „INEE •.�• SPACING 24,0" TYPE comn T 14' COMN RBC THIS N PARED FROM COMPUTER INPUT LOADS G DIMENSIONS) SUBMITTED BY T USS MFR TOP CHORD 2x4 SP 12 N :T2 2x4 SP Al it PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED- BOT CHORD 2x4 SP 02 N UPLIFT ((LSJt: 440 270 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 13_71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. NINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE 80TTOM CHORD. ------------------------------ TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS (+)-Gravity (-)-Uplift xMM UPLIFT MMM1 MHANGER MMM H5 455N1(Jacka Only) 1 HUS26 + 2.7-510 -12860(10d fply MTS12 - -10000 HUS26 + 33150 -1550/ 160 6ply MTS12 -20000(((2 Each) 11 11 fN111548 + 42990 -16600110d 2ply MTT288 -37 455i(2 Eacn) (f6o)1 NGUS48 - + 56800 -20000416d 2ply HGUS48 = + 66407 -2199#110d 2ply MST60 - -46881 Per 2ply) I HGUS48 - + 80000 -26500(66d 2ply) CS150 - -16500 EBCA) HGUS5.5- +113350 -394501160 300 --------------------------------------------------------------- WFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 7' 7- 4X5 cY'l �+ 6 p 5X6 T2 ciT 2X6(Afl X6 (Afl d 4.61 +'3 1 5X6 14' I� 14' R. 6# W=3N8 R=643# W=3"8 TAG TS SED: 8163 PLT. TYP.—ALPINE DESIGN CRIT=TPI OTY i TOTAL 1 REV. 177.2m SCALE =0. 750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME]S-EE 04/07/95 TC LL 30.0 PSF REF *I MPORT ANT*K SHALL NOT Of RESPONSIBLE FOR ANYWARNING TN HANGING. ERECTION IN111NNNN — TC DL 7.0 PSF DATE 04/07/95 \v�U DEVIATION FROM THIS DESIGN OR 10ESE 9PECIFICAtIONS, OR ANY SPACING. SEE NIB-SI BY TP). SEE THIS DESIGN ��Uc� C�!��' (\ FAILURE 10 BUILD THE.TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACI ALPINE COw+fC10R5 ARE MAGE OF 20GA QALY, STEEL .1611.A9TN OUIREMENTS, UNLESS OTHERWISE INDICATED. - - BC DL 10 .0 PSF DRWG A446 OR 6 EXCEPT AS NOTED APPLY CONNECTORS 70 EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH P5606 "J\ 104S AND t0/LE59 OttfEgNiSE LOCATED ON THIS DESIGN, POSITION LT ATTACHED 0.YW006 9NEATNING, BOiTON CHORD - M - BC LL PSF NPW CONNECTORS PER ORAWMS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING - STATE OF TOT.LD. 47 .0 PSF Q/A LEN. 14-0--0 COKORM W/ADPL{GBLE PKOv 1310NS Oi NOS t tFt. AN ENGINEER'S ALPINE TECHNICAL UPOAtE 17/1/911 FOR P ' `S OKAYING APPLIES tO TIE COMPONENT DEPICTED HERE DRYMµL APPIILAT ION. FtxWNASH A COPY Oi F, to Rla,,e,.Q•` DUR.FAC. 1 .33 <uAi. Nni RF qF�NFO UPON IN ANY O7HER NAV. DESIGN TO THE TIMlSS ERECTION[ONTRACTOi, INEET^'.�� inn r.TN.iF' 7n n. TvflC gnPr 3b: (5-0999) - T7 7' GABLE R8C THI WG. PR PAA 0 FROM MP TER INPUT (LOADSDIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP i2 N BMWARNINGI 1 UNPLATEO JOINT S)r■ BOT CHORD 2x4 SP i2 N WEBS 2x4 SP 43 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFt (LB : BRG.LOC (FT�: ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. SEE DRAWING A115/R ANO/OR 884.080 FOR FILLER DETAIL. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) ------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+l-Gravity (-)-Uplift CONTRACTORS WARNING:THIS -- THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS H5 - -4554(Jacks Only) HUS25 - + 27514 -12864(100 !ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING NTS12 - -1000/ HUS26 - + 33154 -1550/(164 1ply)l INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. NTS12 - -20001(2 Each)2 Each) (( HHUS48 - + 42994 -1660#00d 2ply) MTT288 - -44551((2 Each) 1161) HGUS48 - + 664040 1 -21991t(100 2ply) MST60 -4688/(Per 2ply) I HGUS48 - + 80004 -26504(16tl 2plyl CS150 16504 Each) ( HGUS5.5- +113354 -39454 1611 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �-- --20'6" .1 3X5 X5 v 5X5 m 3X4 s O 3X4 r+ 6 p 5X5 X4 (00 5Xg X10 2, !.3X4 ' ---9'4 ,::14.61 -�- 2 X 28 X6 8'5 8 5'2"8 23'4 �►--- 13'8 23-4" --- J �•-5'6" 31 '6" - ----� 37 - - -� R=348# W=3"8 ' R=678# W=3 R=106 Of W=23' i" TAY To SED: 67726 PLT. TY To. DESIGN CRIT-TPI OTY - ! TOTAL ! REV. 17.2m SCALE -0. 1875 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIIE EXTREME CARE 04/07/95 TC LL 30.0 PSF REF (�2 *I.MPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION MIO ' 7 .0 7 DEVIATION FROM THIS DESIGN OR THESE.SPECIFICATIONS. OR ANY BRACING. SEE Nib-91 BY TPI. SEE THIS DESIGN �� r �� ONTC OL ! .0 PSF DATE 04/07/95 (L \\i TvA`NiS�\1 FAILURE TO BUILD.THE TRUSS IN CONFORMANCE WITH OSTOO BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - \\\��"V ALPINE CONEC NOK ARE MADE OF 20CA GALV. STEEL MEETING ASTM GUIfEMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10.0 PSF ORWG ARAB OR B EXCEPT AS NOTEO. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC L L 47.0 /0.0 PSF NPW CONNECTORS PER DRAWINGS 130• 150 C LSOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING •- SEE STATE OF .. TOT.LD. 4 7•0 PSF 0/A LEN. 37-0-0 cow W/APPLICABLE PROVISIONS Of NDS L TPI. AN EN6IMEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER �ORI6�' <; 1 .33 SEAL OM THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HEIS DRYWALL APPLICATION. fiAWRISH A COPY OF THIS �. �,e Q•�� OUR.FAC. Tw nA V AND SHA,I. NOT BE RELIED UPON IN ANY OTHER KAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. jNEE .�� rn A r r AIR. OA n" TvnC Rn?r Ob: (5-0999) '^ T8 37' COMN RBC THI MG PR PAR FR M MPUTER NPUT LOADS 0 MENSI NS SUBMITTED Y TRUSS MFR. TOP CHORD 2X4 SP #2 N:T4 2x4 SP 01 W. PROVIDE U71.IFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT VI: 360 830 600 WEBS 2x4 SP 03 BRG.LOC F7 : 0.00 13.67 36.7! UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT r 15.00 FT. ALL PLATES ARE 3X4 EXCEPT AS NOTED. ENCLOSED OR FULLY OPEN BUILDING (199! SBC) ------------------------------------------- ------------ SEE DRAWING A115/R AND/OR 884.080 FOR FILLER DETAIL. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift (A) !X4 03 HEN-FIR OR BETTER CONTINUOUS LATERAL BRACING TO --------------------------------------------------------------- BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING NNN UPLIFT NxN NNN HANGER NNN MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A H5 - -455#(Jacka Only) I HUS26 - + 27510 -1286#((10d 1piy)) SUITABLE SUPPORT BY ERECTION CONTRACTOR. MTS12 - -1000• 1 HUS26 - + 3315# -1550#(16d 1ply) NTS12 -20000(2 Each) 1 HHUS48 - + 42990 -1660#(!Od 2ply A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. 14TT288 -3766#(2 Each 1001 HHUS4B - + 51800 -20000(16tl 2plyl MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTT288 -4455# 2 Each)) 16d) NGUS48 + 6640# -21990(fOd 2ply1) NST60 4688#(Per 2ply) HGUS48 - + 80000 -265001(16d 201y) CONTRACTORS WARNING: CS150 -1650#(Each) I HGUS5.5- +113350 -3945# 16d 3ply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS, PARTICULAR CARE IS ADVISED DURING REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 20'6" 16'6" 5X5 X5 3X6 c*1 3X6 (A) i. (A) o T4 6 X5(A 1) 3X5(A 1) 2. 1.5X4 (9 1.5X3 =3 x4.61 -1 3X3 -t--�B 5X5 3X9 -8'5"8 ---f+-5'2"8 23'4" ---•j +- ---13'8" -�- - 23-4" ---� LN 5.6,. �1� 31 '6" •-� t' T 37' R=503# '3"8 R=2200# W=3" R=1081# W=3"8 PLT TA DESIGN CRIT=TPI OTY - 5 TOTAL - 5 REV. 17.2m SCOLE6-0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 04/07/95 T C LL 30 .0 PSF REF (� *IMPORTANT fE fE SHALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING. ERECTION AND (�(\ [F" EViATION FROM 4H{S DESIGN OR tRESE SPEUFICATIONS, Us OR ANT BRACING. SEE MIB-91 BY TPI. SEE INNS DESIGN ,�ttt.." , "' ''N�iTC DL 7 .0 PSF DATE 0 4107/95 AILURE f0 BUILD IHE 1RUSS IN CONF"ANCE WITH OSTB6 BY TPI. FOR ADDITIONAL SPECIAL PEMM14NT BRACING RE F '�1.LPINE CONNECTORS ARE MADE OF MA GALV. STEEL MEETING ASTM GUIRENENTS. UNLESS 07HERVISE INDICATED. TOP - BC DL 10 .0 PSF DRWG 446 GR 9 EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED"ITN PROPER - - RUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGN, POS1710N LY ATTACHED PLYWOOD SHEATHING• BOTTOM CHORD r BC LL 47.0 0•0 PSF NPW ONNECTORS PER DRAWINGS 730. 150 C 160A-F. DESIGN STANDARDS W11H PROPERTY ATTACNEO RIGID CEILING-- BEE - ATE OF - TOT.LO. 4 7.O PSF O1A LEN. 37-0-0 CONFORM W/APPLICAOLE PROVISIONS OF NAS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911-FOR PROPERComo., P`� SEAL ON THIS DRAWINGAPPLIESTO THE COMPONENT.DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS QpL1R.FAc. i .33 [M tX1LY, AND SHALLNO7 BE RELIED UPON IN ANY O7NER MAY. _-- -DESIGN•70^THE^TRUSS ERECTION CONTRACTOR. � IINEE ,.` SPACING 24.0" ITYPE spec J b' - T9 37' COMN ABC THIS OWG. PREPARED R M COMPUTER INPUT LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2k4 SPl2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. OOT CHORD 2.4 SP i2 H UPLIFT 1L8): 350 820 620 WEBS 2x4 SP #3 BRG.LOC F711: 0.00 12.67 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. (A) 1X4 03 HEN-FIR OR BETTER CONTINUOUS LATERAL BRACING TO ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING ---------------------------- MATERIAL TO BE'SUPPLIED AND ATTACHED AT BOTH ENOS TO A TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS SUITABLE SUPPORT BY ERECTION CONTRACTOR. N)-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MMM UPLIFT MMM I MMM HANGER MMM MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS26 - + 2751f -12860+ 3315f ((10d 1ply) MTS12 - -10000 HUS2(( HHUS48 - + 42991 -16601000 2ply) AT SPECIFIC LOCATIONS. PARTICULAR R CARE IS ADVISED DURING MTT288 - -44551(2 Each (160il HGUS48 - + 6640# -21991 100 2ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -37861(2 Each 10G HHUS48 - + 51600 -20001((16d 2ply)) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 - -4688#(Per 2ply) 1 NGUS48 - + 80000 -26501i16d 2plyT CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(160 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 20'6" 16'6" J 5X5 - 3 3X4 m X5 3X6 XS !� (A) 0 3X4 6 © X5(A1) X 1. T =3X5(A1) _4�8' 1 .5X3 3X3 X3 1J -----12' 11" JX 24' IN �I }—N 37' R=687# W-3"8 R=i819# W=3" R=1319# W=3"8 TAG T1i SED: 67745 PLT. TY .-ALPINE-ALPINE DESIGN CRIT=TPI OTY - 7 TOTAL 7 REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 04/07/95 T C LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE"18-81 BY TPI. SEE THIS DESIGN �`"'""''' ITC O L 7 .0 PSF DATE 04/07/95 US F ':.� (L FAILURE TO WILD THE TRUSS IN CONFORMANCE WITH OS(86 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , ALPINE CONNECTORS ARE MADE OF 2OGA GALY. STEEL MEETING ASTM WIREME"TS. UNLESS OTHERWISE INDICATED, TOP _ - BC DL 10 .0PSF ORWG r�R A448 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BMCEO WITH PROPER 5606 "J\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD - M - BC L L 0.0 PSF NPW \U/w\ CONNECTORS PER ORANINGS 190. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TQT.LO. �7.O PSF (]/A LEN. 37-0-0 CONFORM M/APPLICA8LE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/511 FOR PROPER P SEAL ON.THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY TNIB OUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. R INEEa`'�.`' SPACING 24.-0" TYPE spec - •••• - .... ..,,.,,.— w "*' "ATI-1 ❑r J—c rNFIrATlnN rnRW000 rnhgi errm "' ",N`` lb' 5- T - T A 7` COMN R TH DM PREPAR FAM OMPUTER INPUT LOA DI NSIONS UBMITTED Y TRUSSMFR. ` TOP CHORD 2x4 SP #2 N :T3, T4 2x4 SP #1 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP #2 N UPLIFT (LB): 420 820 650 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 12.67 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT —15.00 FT. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) BE EQUALLY SPACED, ATTACH WITH (2) 80 NAILS. BRACING -------------' ------------------------------------------------ MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS SUITABLE SUPPORT BY ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. WWx UPLIFT WWW 1 T HANGER Am* MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 -455#(Jacka Only) { M S26 - + 2751# -12860(!Otl lily) MTS12 - -10000 I HUS26 - + 33151 -155001160 I IY) CONTRACTORS WARNING: NTS12 - -2000#((2 Each)) 1 HHUS48 - + 4299# 16600`100 2ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -3786#(2 Each) (10011 HHUS48 - + 5180# -20000(160 2ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT280 -44550(2 Eachll (16tl 1 HGUS48 " + 6640# -21990(10tl 20y INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. S150 1650#(Each)ply) 1 X585` +18335# -394501160 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 20.6N -)- - - - 16'6" --� 5X5 T3 3X4 3X5 X5 3X6 i� (A) 0 3X4 T4 5 p X5(At) 10, x 1 .5X3 T 3X5(A i) 2 X3 1 .5X3 X •-----12'8" 24-4" J R=739# =3"$ R=1734# W=3" R=1352# W=3"8 �l TAY T112 SEO: 67748 PLT. TYP.-ALP NE DESIGN CRIT=TPI OTY - 2 TOTAL 2 REV. 17.2m SCALE -0. 1667 1� ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 04/07/95 T C LL 30 .0 PSF REF *I MP0R T AN T) *SHALL NOT BE RESPONSIBLE FOR ANY NARNING IN HANDLING. ERECTION AND n(� DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE NI8-91 BY TPI. SEE THIS DESIGN �1�'wc'.��- T C DL 7 .0 PSF DATE 04/07/95 FAILURE TO BUILD THE TRUSS IN COWORMANCIE WITH OSTaa BY TPI. FOR ADDITIONAL SPECIAL PENT BRACING RE , ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTN OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TD EACH FACE OF CHORD SHALL IffLATfRALLY BRACED WiiM PROPER - 5606 BC BC L L 0 .0 PSF NPW TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LV ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N - \\(Uw\ CONNECTORS PER DRAWINGS 130. 150 G 16OA-F. OESI6N STANDARDS MITN PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.LO. 47.0 PSF 0/A LEN. 37-0-0 Q CONFORM M/APPLICABLE PROVISIONS OF 6 IPI. AN ENGINEER'S ALPINE TECHNICAL.UPDATE 17/1/911 FOR PROPER E O R1OE, P (`:7j/ SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FIgNISH A COPY OF THIS �. ��,eC,.Q � OUR.FAC. 1 .33 1w f1MY AND 51�At1 N01 BE REL LEO tW'ON IN AM OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �.. INEtY�-�� [;p Af TN(: PQ n" TYPE Spec lot): (5-0999) T 7' COMN RBC THIS OWG. PREPARED FROM COMPUTER INPUT LOADS DIMENSIONS) SUBMITTED BY TRUSS MF TOP CHORD 2x4 SP 02 N :T3 2x4 SP 01 W. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (1.81: 750 800 200 WEBS 2x4 SP 03 BRG.LOC IFT : 0.00 30.00 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. (A) 1X4'"7' BRACE. SAME GRADE AS WES MEMBER. ATTACH WITH ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) 8d NAILS 1 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY ----------------- -------------------------------------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)"Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------- -- ------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Mxx UPLIFT x9x 1 xxx HANGER ■xx H5 455#(Jatka Only) 1 HUS26 - + 27510 -12860(106 1ply) CONTRACTORS WARNING' MTS12 - -1000# I HUS26 - + 33150 -1550/((16d Iply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS NTS12 -20001 2 Eacn1) ( 111 HHUS48 - + 42990 -1660#(10d 2ply)) AT INSTALLATIONECIFIC LTOAENSURE THAT THIS SRCARE IS ADVISED DURING MTT2918 -TRUSS IS ERECTED PROPERLY. MTT288 - -44591 2 EaCn) (16011 HGUS48 - + 6640e -2199#(((106 2160 ply MS760 - -46881 Per 2ply) HGUS48 - + 80000 -26500(164 2ply CS150 - -16500 Each) HGUS5.5- +113351 -39450(160 3ply -------------------------------- ------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 20'6* �� 16'6" 5X5 X5T3 3X4 m 3X6 X5 1. 1.5X3 (A) (A) s p X5(A 1) X10, -F 2' i 3X5(A l) X4 X3X7 �e I 3X4 JX3 30'3"8 -r- 6'8"8 --� 37' R=1566 W=3"8 R=1768# W=3"8 R=450# W=3"8 TAG - T13 SED: 81630 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY - 2 TOTAL 2 REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 04/07/95 - TC LL 30 .0 PSF REF x IMPORTANT)EN SHALL NOT BE RESPONSIBLE FOR ANY WARNING 1N HANDLING. ERECTION AND (�(�\ DEVIATION FAUN THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIG-91 By TPR. SEE THIS DESIGN us N ENH�i TC CL 7 .0 PSF DATE 04/07/95 UR h\ FAILE TO BUILD INE TRUSS IN CONFORMANCE WITH OST89 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE " Q�\U� �•1� `+' ALPINE CONNECTORS ARE MADE OF 20GA.GALV. STEEL MEETING ASTM WIREMENIS. UNLESS OTHERWISE INDICATED. TOP - - BC DL i0 -0 PSF ORWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - BC L L 0 .0 PSF NPW NO TRUSS AUNLESS OTIERNISE LOCATE.ON THIS DESIGN, POSITION LY ATTACHED PLYWDOD SHEAIMING, BOTTOM CHORD W CONNECTORS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.LO. - 47 .0 PSF O/A LEN. 37-0-0 Ll CONFORM N/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE p/1/911 FOR PROPER T, It .UF�v�I SEAL ON THIS DRAWING APPLIES TO THE.COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A Copy OF THIS , E0 RS0 Q. OUR.FAC. 1 . 33 IN.ONLY. AND SHALL NOT B01 E RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE ,:.` -- !C-07T Ir PA n Tvoc SnP.0 lO b' - 99 - T12G 37' GABLE THIS DWG, PREPARED FROM COMPI JTER INPUT LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP :1 N :T2 2x4 SP 02 N: 2 Complete Trusses Required BOT CHORD 2x4 SP !2 N :82 2x8 SP 02 It WEBS 2x4 SP 03 :Wig 2x4 SP 02 N: ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. NAILING SCHEDULE: (0 TOP TOP CHORD: f ROW Q f 6' D.C. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. BOT CHORD: 1 ROW 0 76' D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WEBS 1 ROW a D.C. USE EQUAL SPACING BETWEEN EN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT ILB): SRG.LOC FT): UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+1-Gravity (-1-Uplift xxx UPLIFT xxx 1 xWW HANGER WWx H5 -455i(JaCks Only). HUS26 - + 27510 -12860(10d 101y) NTS12 - -10000 2 E:Ch ( HUS26 - + 33150 -1550:416d 1plyj MTT288 - -4455:(�2.E.Chl (16tl�� HGUS46 - + 664011tt` 0tlMST60 - -4688: r2p1Y) 1HGUS48 - + 8000:CS150 - -16500 achl 1 HGUS5.5- +113350 -3945:(f6d 3p1y) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS —37' -m i --20'6" -}�---- 16-6- 5x 6'6"5X v 5X5 4X5 m 3X4 0 6 X4 (DI) to, 3X5(Di) . 2X3(01) X H 95.12 �+ 30' -�--7' ---� 37' -1 21 ' -�--- 16' YiM R-23751 W=3"6 R=626 p 1 f W=7' PIT. TYPO-ALPINE DESIGN CRIT-TPI OTY- i PLIES- 2 TOTAL- 2 REV. 17.2m SCALE6-0 0946 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 04/07/95 T C LL 30 .0 PSF REF tv *IMPORTANTI(*SHALLNOT aE AESPOMBIaLE FOR ANY ARNING IN HANDLING. ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN A1�' c' ��iTC DL 7.0 PSF DATE 04/07/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` - ALPINE CONNECTOAS ARE MADE OF 200A GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOPBC DL 1O.O PSF DRWG A446 GR a EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SRACEO WITH PROPER 5606 BC L L O O PSF NP W TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESISN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W CONNECTORS PER DRAWINGS 130.150 C IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - $TATE OF TOT.LD. 47.0 PSF O/A LEN. 37-0-0 - INEER*S ALPINE ECHNICAL UPDATE (7/t/21) FOR SEAL ON THIS ORCONFORM I AWING APPLCABLE VIESa70 THE COMPOF ADS CONENt OEPITPI. AN CTEO HERE DRYWALLTAPPLICATION. FURNISH A COPY OFF THIS �' p�Q*Q�.� DUR.FAC. 1 .33 IN ONLY. ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE"- -- ,. conrrnlr. Pa n^ TYPE: aabl lob: 5- 99 T 122-2 T13 7' MONO GIRDERTHIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP !2 N BOT CHORD 2x8 SP !1 N WEBS 2x4 SP !3 BEARING BLOCKS: NAIL TYPE: 0.131x3.0 _tails BAG X-LOC !BLOCKS LENGTH/BLK NAILS/BLK 0 0.000' 1 12' 8 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING B139. BEARING BLOCK TO BE SAME SPECIES, SITE C GRADE AS CHORD. PROVIOE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 1150 1250 BRG.LOC FT : 0.00 6.75 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED OR FULLY OPEN BUILDING 11991 SBC) ------------------------------- TYPICAL SI14PSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --'---------------------------- ;;; UPLIFT ;;M 71 MMM HANGER MMM H5 -4550(JackS Only) 1 HUS26 - + 27511 -1286! 1100 1ply MTS12 - -1000! 1 HUS26 + 3315! -1550! 760 1plyj MTS12 - -20000(22 Each i HHUS48 --+ 4299! -16600(f00.2ply� MTt2e6 - -3786! 2 Each (10a) HHUS48 - +,5 -2000! f6tl 2ply MTT288 - -44550(2 Each 1601 HGUS48 - + 66401 -2199! 1100 2ply) MST60 - -46881 Per 2ply) HGUS48 + 80001 -2650! 760 2ply CS150 - -1650! Each) HGUS5.5- +113351 -3945! 160 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 2X2 5X9 m 6 v a O m 4X5(A 1) 4 3 8. 4X 1 5X6 R=3575# W-3 R=3278# W-3" i ' TA gg T115 SEO: 62196 iPLT. TYP.-A PINE DESIGN CRIT-TPI OTY 1 TOTAL - i REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 04/07/95 TC LL 30 .0 PSF REF �(I MPGR T A N T x*SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND n oErlAnaN FROM THIS oEstcN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE N{B-91 BY TPI. SEE THIS DESIGN -e. 5606 TC DL 7 .0 PSF DATE 04/07/95 \UVvn_\ FAILURE TO BUILD IHE TRUSS IN CONFORMANCE WITH GSTBB BY TPl. FOR ADDITIONAL SPECIAL PERMANENT BRACING REV�_ ALPINE CONNECIORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 0 PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF CHORD SMALL BE LATERALLY BRACEO WITH PROPER -TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0•0 PSF NPW CONNECTORS PER DRAWINGS 130. 150 S IBOA-f. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE � TOT LO. 47.0 PSF 0/A LEN. 7-0-0 CONFORM N/APPLICABLE PROVISIONS NF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER :SEAL ON THIS DRAWING APPLIESTO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS '. OUR.FAC. 1 •33IN ONLY. ANO SHALL HOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACT . � �� SPACING 24.0" mono ........... ...... .. TYPE lob: (5-0999) LOT 122-2 4G 17*0 GABLETHI WG-.- PREPARED FROM COMPUTER INPUT LOADS IMENSIONS SUBMITTED BY TAUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INOICATED. BOT CHORD 2x4 SP 02 N UPLIFT (L8): WEBS 2x4 SP 13 BRG.LOC FT): UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGEA REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. M-Gravity (-)-Uplift MMM UPLIFT MMMHUS6 +*;;,HANGER MMM H5 -455!(JaCks Only) 1+ -12860( 10d iply) MT512 - -10000 1 HUS26 + 3315 15500(16d 1ply) MTS12 - -2000/(2 Each I NHUS48 + 4299: -1660 1160 100 2ply MTT288 - -3786/ 2 Each (100) HHUS48 - + 51801 -20001 160 2ply) MTT28B - -4455/ 2 Each S16d) HGUS48 - + 6640# -2199= 100 2ply) MST60 - -46880 Per 2p 1y) HGUS48 - + 80000 -265Q0 16d 2ply) CS150 - -16500 ach) HGUS5.8- +11335/ -34450 3ply ------------ ----------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 8'6N. }.. 8'6M J 3X4 Q 6 �. m v 2X4 (D1) X4 (0 1) 10 17' R=94 plf W=17' PLGG >: SED: 81628 7. TY .-ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL = i REV. 17.2m SCALE -0.3750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CAPE 04/07/95 T C LL 30 .0 PSF REF t *IMP ORT A N T-M SMALL Not 9E RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND "ITS" TC DL 7 .0 PSF DATE 04/07/95 pEVIATIOM FROM THIS DESIGN OR T1ESE SPECIFiCATtONS. QR ANY BRACING. SEE HIB-9f BY TPN. SEE 7N15 DESIGN �` ��.FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTS8 BY TPI. FOR ADDII10NAL SPECIAL PERMANENT BRACING RE _ ` � _ALPINE CONNECIORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 •O PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BnACED WIT"PROPER - 5606 _ BC L L 0 0 PSF R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHOnD M CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PPOPEALY ATTACHED RIGID CEILING -- SEE _ STATE OF TOT.LD. 47 .0 PSF O/A LEN. 17-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE I7/1/91) FOR PROPER (0 RIOT Q ` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FLAWISH A COPY OF TNIS �. Q �� DUR,FAC. 1 •33. IN Qra.Y, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE '•` SPACING 24.0" TYPE dg ab1 - ..__ ...e• .....n... nt e..0.ne.`ie v•♦.w Cnn Wrn)ION111TCO TR CT ''NIN...,+�`` T T 7' COMMON THISOWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT ILB): 490 480 WEBS 2x4 SP :3 BRG.LOC FT : 0.00 16.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT .24' O.C. ENCLOSED OR FULLY OPEN BUILDING 11991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity I-)-Uplift - --------------------------------------------------------------- NNN UPLIFT NNN *N* HANGER NNN H5 -4551(Jacks Only) HM26 - + 2751: -1286: lod 1ply MT912 -1000/ MUS26 - + 3315: -15500 16d 1ply NTS12 -20001(2 Each) I HHUS48 - + 4299: -16601 log 2ply MTT288 -37860(2 EaCn (`f0d HHUS48 + 5180: -20000 16d 2ply MTT288 M -44551(2 EBCh (16d�� HGUS48 + 6640: -21991 10tl 2ply MST60 - -4688/(Per 20 y) HGUS48 + 8000: -2650006 Id 2ply CS150 -16500(Each) HGUS5.5- +11335x -3945:(16d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 8.611 ..�. 8'.6 4X4 T m 1.5X3 1.5X3 6 Q 3X4 (Al) X4 (A i) x --9710 R=952# W=3"8 R=952# W=3".8 22 SED: 81624 PLT. TY .-ALPINE DESIGN CRIT=TPI OTY = 3 TOTAL 3 REV. 17.2m SCALE =0.2500 f-1 ALPINE ENGINEERED PRODUCTS, INCTRUSSES REOUIRE EXTREME CARE 04/07/95 TC LL 30 .0 PSF REF _ *I MPGR T AN T*x SHALL NOT BE RESPONSIVE FOq ANY' WARNING IN HANDLING. ERECTION AND DEVIATION FRDM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �T�"t1 'ITS TC DL 7 .0 PSF DATE 04/07/955 FAILUAE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY IPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ , f '� - n ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INOMATEO. TOP. - - BC DL 10 .0 PSF DRWG O A446 GR 8 EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 0 O PSF R A G TRUSS AND UNLESS OTIERMISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N BC LL CONNECTORS PER DRAWINGS 130, 150 L f60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILIN�-- P SEE STATE OF TOT.L D. 47 .O PSF 0/A LEN. 17-O-O CONFORM M/APPLICAULE PROVISIONS OF NOS L tPl AN ENGINEEq'9 AtPINE TECHNICAL UPDATE t7/f/911 FOPERTORIOSEAL ON TI IIS OIAIIING AI"+LIES TO THE COMPONENT DEPICILD IEIE p1YWAtL APPLICATION, FURNISH A COPYHIS Q•� DUR.FAC. 1 .33 IN ONLY. ANO$lull NOI DE RELIED UPON IM ANY OTHEq WAY. DESIGN IO THE TRUSS ERECTION CONTRA ,��F. INEE �.� conrTnlr. �e n^ rvoc rmmn lob: (5-0999) T T15 17'0COMMON THIS OWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP /2 N UPLIFT (LB): 490 480 WEBS 2x4 SP 03 BRG.LOC (FTI: 0.00 16.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT, A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SI14PSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift ---------'----^--------------r--------------------------------- kxk UPLIFT kkk ( kkk HANGER MMM H5 -4551(Jacka Only) I HU526 - + 27 - 86/ fOtl iply, NTS12 - -10001 I HUS26 - + 3315#51# -151250/ 16tl 1ply NTS12 - -2000. 2 Each))) (t ))� HMUS48 - + 4299# -16600(10d 2ply UTTMTT288 - -4455/ 2 Each (160 HGUS48 - + 6640# -2199/01 -2000 fOd 2ply NST60 - -4688/(Per 2ply) HGUS48 - + 80001 -2650! 160 2plyJJ CS150 - -1650/(Each) I HGUS5.5- +11335# -39451 16tl 3ply) ----------- ---- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 8'611 _ �� - - _ - _816*j 4X4 a 1.5X3 1.5X3 2X4 (A1) X4 (A1) 4'3 d:4 to' 3X7 n ` 17' R=964# W=3"8 R=787# W=3"8 TAGT222 SED: 81626 PLT. TY .-ALPINE DESIGN CRIT=TPI OTY 2 TOTAL 2 REV. 17,2m SCALE =0.3750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 04/07/95 T C LL 30 .0 PSF REF X I MP O R T AN T N X SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND (t (\ DEVIATION FROM fH(S DESIGN OR (HESE SPECIFICATIONS. OR ANY BRACING. SEE H1d-91 BY TP(. SEE THIS DESIGN U7CJ � TC DL ! ,0 PSF DATE 04/07/95 \\UnV,`if•\v FAILURE 10 BUILD ME MUSS IN CONFORMANCE WITH OSTOB BY 1PI. FOR AOOItIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA QALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG AAA6 OR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EALH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER - 5606 TRUSS AND UNLESS OTERM(SE LOCATED ON THIS DESIGN, POSITION. LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD k BC LL 47 . O O PSF RAG CONNECTORS PER DRAWINGS 100. 150 C I60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF - TOT.L D. 4 7 0 PSF OIA LEN. 17-0-0 CONFDAW M/APDLIUBLE PAOY/$IONS OF NOB C IPL AN ENGINEER'S ALPINE TECHNICAL UPDA tE. p/I/911 FOR PROPER O R1oP P SEAL ON fN1S DRAWING.APPLIES TO THE COMPONENT DEPICTED HERE DRYNALL APDL LCAT ION, FU1iNI$N A COPY OF iHi$ ' p�j Q ` DuR.FAC, i 3 3 IN ONLY. AND SHALL NOT BE PELTED UPON IM ANY OTNEA MAY. pE$IGN TO INE TAUS$ERECTION CONTRA[TON. INEE" _._.. -------- �`� SPACING 24.0' ITYPE COmn Job: 7' Ei THIS M PREPAR F M TER INPUT LOADS DIMENSIONS) BMITTEO Y TRUSS MFR. TOP CHORD 2x4 SP 02 N " PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 260 200 200 WEBS 2x4 SP 02 N BRG.LOC FT): 0.00 7.00 7.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTION OF 212.01. ---------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ---M-Gravity (-)+Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. -------- -------------- ------------ MxW UPLIFTWWB WMx HANGER BxB CONTRACTORS WARNING: H5 -4550 Wacla only) ! MUS26 - +.2751/ -12860(fOd Sply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS NTS12 + -10000 1 HUS26 - + 33150 -1550/ i6tl 1ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING NTS12 + -20000(2 Each)) (( 11I HHUS48 - + 42990 -16601 10d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT280 + -44580(2 Each) (f6c)l HHGUS48 - + 66400 -2199i(f0a 2ply NST60 - -46660(Per 2ply) 1 HGUS48 - + 80000 -26500(16tl 2ply CS150 16500(Each) 1 HGUS5.5- +113350 -39450(i6d 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=212#) W=1"8 _411'6'4 f*1 0 6l7 m 2X4(A1) 4'3 8' 7, R=526#) W=3"8 R=73#1 W=1"8 PLG T46 gE0: 61855 T.TY .-ALPINE OE IGN CRIT-TPI QTY - 'g TOTAL 9 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. NA TRUSSES REQUIRE EXTREME CARE 04/07/95 TC LL 30 .0 PSF AEF IMPORTANT 11)4 SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN NDI.ING. ERECTION Aro 11(\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HtS-91 BY TPI. SEE THIS DESIGN MA �1/1 1 F��' T(', DL 7.0 PSF DATE 0`',1 107/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE MI TH OSTQB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE v ALPINE RE CONNECTORS AMADE OF 206A GALV. STEEL MEETING ASTM QUIRE"ENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL i0 -0 PSF DRWCi O A446 GR B EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER - - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 5606 W BC LL ,10 .0 PSF N P W COHNECIORS PER DRAWINGS 130, iS0 C.IGOA-f, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE - STATE OF - TOT.LD. 47.0 PSF D/A LEN. 7-0-0 CONFORM W/ADPL ICABLE PROVISIONS OF NOS G TPI:AN ENGtNEER'S ALPINE TECHNICAL UPDATE (1/1/911 FOR PROPER tlR1O�QP: SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ;, F JOUR.Fac 1 .33 IN.ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO TUETRUSS ERE[YION COMTRACTOq. SPAf'TNG 24.0" TYPF E 1 ack p - THS W PREPARE FROM COMPUTER INPUT LOAD DIMENSIONS) SUBMITTED Y TRUSS MFR. TDP CHORD 2x4 SP :2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP :2 N UPLIFT (LBI: 230 200 200 WEBS 2x4 SP :2 N BRG.LOC (FT): 0.00 5.00 5.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED " 100.00 MPH. MEAN HEIGHT - 15,00 FT. T14ERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTION OF 133.72. ------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' OX. (+)-Gravity (-)"Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------- --------------------- *** UPLIFT MMM - I MMM HANGER MMM _ CONTRACTORS WARNING: H5 455#(Jacks Only) II HUS26 " + 275 v -1286: fOd fply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 -10000 I HUS26 + 33151 -15501 164 'ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 " -2000: 2 Each1 HHUS48 - + 4299# -1660.1100 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -3786:12 Eaeh) (1041 HHUS48 + 51800 -2000: 16d 2ply MTT288 -4455: 2 Each (1641 HGUS48 " + 6640# -21990 10d 2ply NST60 4688#(Per 2ply) HGUS48 - + 8000# -2650: 16d 2ply) CS150 -1650#(Each) I HGUS5,5- +113350 -39450 0 6d 3ply1) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=134# W=1"8 10'6"4 m O 6 p N 2X4(At) 4,'3 8' 5' R=445# W=3"8 R=44# W=1"8 ii SED: 61849 PLT. TY .-ALPINE DESIGN CRIT-TPI OTY - 4 TOTAL - 4 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 04/07/95 T C LL 30.0 PSF REF t IMPORTANT**SMALL NOT 6E RESPONSIBLE FOR ANr ARNING IN HANDLING. ERECTION ANoDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE Ht8-Sf BY TPI. SEE THIS DESIGN ��'' ��iTC DL 7.0 PSF DATE 04/07/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST8B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10.0 PSF DRWG A446 GR 8 EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WIIN PROPER - 5606 - 8`+ LL 0.0 PSF NPW TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESISN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M CONNECTORS PER DRAWINGS 130, 150 Y 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.LD. 47.0 PSF 0/A LEN. 5-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS! TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/011 FOR PROPER G 0 RIOT P SEAL ON.THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FUWISH A COPY OF THIS F 4',� OUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN t0 THE TRUSS ERECTION CONTRACTOR.. INEE '�`' -._ SPACING 24.0" TYPE E j eCk R 10: 15-0922) -2 J3' CJ THIS OWQ. PREPARED FROM COMPUTER INPUT 60AO IMEN I N SUBMITTED 2Y TRUSS MFA. TOP CHORO 2x4 SP 02 NPROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 220 200 200 WEBS 2x4 SP !2 N BRG.LOC (f T): 0.00 3.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. MIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR-FULLY-OPEN BUILDING (1991 SBC) REACTION37.25. ----------- ----- --------------------------------------------- TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. M-Gravity H—Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------- --------------------------------- NNN UPLIFT NBNNNN HANGER NNN - CONTRACTORS WARNING: H5 - 455#(JackS Only) I HUS26 +0;;5 if -12861(Iod ipiy) THIS TRUSS I S DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000f I HUS26 + 3315f -15500 16d IplyjTHIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000/ ) HUS26 + 3315# -15500 16d 1plyj AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000! 2 E:Ch i HHUS48 - + 42990 -1660! !Od 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 -3786!((2 Each (10d) HHUS48 + 51601 -2000! 160 2ply MTT288 -44551(2 Each) (16d) HGUS48 - + 6640x -21990(100 20y) MSTSO 46880er 2ply) HGUSAB + 8000E -26500(16d 2oly1 CS150 - -1650! Each) HGUS5.5- +11335# -39450(16d 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS R=37# W=1"8 �9'6'4 o , 6 p :~ ..r 2X4 (A 1) R=384# W=3"8 R=14# W=1"8 PLT. .-ALPINE DESIGN CRIT-TP OTY 4, TOTAL - 4 REV. 17.2m SCALE6i0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 04/07/95 TC LL 30 .0 PSF REF (� *IMPORTANT**SNALL NOT a-RESPONSIBLE FOR ANY ARNING IN HALING. ERECTION Am DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN - ��S1Rus' TC OL 7 .0 PSF DATE 04/07/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH DSrW BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING FIE ALPINE CONNECTORS ARE MADE OF 20"GALV. STEEL MEETING AGIN OUIREMENTS. UNLESS OTHERWISE 1NDICATED, TOP - - BC DL 10-0 PSF ORWG \\ A445 GA a EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER - - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGN, POSITION LY ATTACHED PLYWOOD SWATHING. BOTTOM CHORD H5606 BC LL 0.0 PSF NP W CONNECTORS PER DRAWINGS 130, 150 S 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE - STATE Of - TOT.LD. 47.0 PSF 0/A LEN. 3-0-0 CONEORRI W/AML1CABlE PROVISIONS OF NDS C TP1. AM ENGINEER'S ALPINE TECHNICAL UPDATE l7/1/911 FOR PROPER SEAL 04 THIS DRAWING APPLIES 10 TSE COMPONENT DEPICTED HERE DRYWALL APPLICAtIQN. FURNISH A COPY OF 7H19 � �. OR10 Q•� OUR.FAC. 1 .33 1N ONLY, AND SHALL NOT BE RELIED I1MWH IN ANY DtHER MAY. DESIGN TO RHE (BUSS ERECTION CONTRACTOR. INEE�'��` coArTnir. 9e n rvor P i ar.k JO • T PREPARED FROM COMPUTER INPUT LOADDIMENSIONS) SUBMITTED Y TRUSSMFR TOP CHORD 2x4 SP #2 N MNWN . UPLIFT REACTION OF -228/ OCCURED ON A BOT CHORD 2X4 SP 12N NON-WINO LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (`LB): 270 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.00 1.00 REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS CONTRACTORS WARNING: (+)-Gravity (-)Uplift THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS ------------------------------+------ ----------- .I - AT SPECIFIC LOCATIONS. PARTICULAR CARES ADVISED DURING MMN UPLIFT NMM MMM HANGER NMN INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -4551(Jacke Only) HUS26 2751, 1286• fOd 1ply) NTS12 - -10000 HUS26 + 3315t -1550 !6a 1ply MTS12 - -20001 2 EeCh 4`( HHUS48 + 42991 -1660/ !Otl 2ply) MST60US B - -4688/[`Pera2ply16d�� HGUS48 - + 8000# -26501 16d 2ply) CS150 -16 Each) t HGUS5.5- +11335# -3945e 16d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 68-6-4 T 2X4 (A 1) 10 3 4"3 8. R=505# W=3"8 R=-228*-86#"6=iW8 PLT. TTAYP .-ALPIN DESIGN CRIT-TPI OTY - 4 TOTAL 4 REV, 17.2m SCAALE6i055000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 04/07/95 TC LL 30 .0 PSF REF _ **IMPORTANT*)(SHAD NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND t DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE MIB-9I BY TPI. SEE THIS DESIGNTG' DL 7.0 PSF DATE 04/07/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20GA QALY. STEEL MEETING ASTH GUIREMENTS..UNLESS OTHERWISE INDICATED, TOP - - BC OL iO.0 PSF ORWG A445 GR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL.BE LATERALLY BRACED WITH PROPER - 5605 _ NP W TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESISN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N BC LL 0 •O PSF CONNECTORS PER DRAWINGS 130. 150 S 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE STATE OF TOT.LO. 47.0 PSF 0/A LEN. 1-0-0 COFORM M/APPLICABLE PROVISIONS OF NOS t TPI. AN ENGINEER'S ALPINE TECHNICAL UPOATE (7/1/911 FOR PROPER 0 RT•0' P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION..FURNISH A COPY OF THIS Q �� OUR.FAC. 1 .33 IN ONLY, AND 31u,11 NOT BE REt.NEO UPON tN ANY OTHER WAY. DESIGN i0 TH# TRUSS ERECTION CONTPACIOR. �•��P zwvs,%•� SPAr.rNr, 24.0" - ITYPF e i ack