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Permit 1465 Jasmine Street ADDRESS BUILDING PERMIT NUMBER 9/ INSPECTIONS : FOOTING UNDER SLAB PLUMBING to -.2 t� 7 SLAB 6 - 30 - 9 FRAMING 2 3 -f COVER-UP 7� INSULATION FINAL BUILDING CERTIFICATE OF OCCUPAN ' Z_' ELECTRICAL PERMIT # �- INSFECTIUr1S ROUGH �_ 3•-�f' FINAL MECHANICAL PERMIT # PLUMBING PERMIT # NOTES : i 7 I c.�► 15 �...�.-.j 3 1 2 " �- i AS11MVINE 5,TREEF - - - - -- � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- _ - - - - - - - - --- - - <� I FIT, i j CAM' ELIA ,-,i ,.,- S' TR4- ETI Cleetificttte of Mccupancu (9itu of Atlantic Wench — uriba jhpnrtmtnt of wilding Inopertion This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Single Family Residence Bldg. Permit No. 14091 Group w.frame Type Construction sf Fire District Atlantic Beach Pulte Home Cor 8081 Phillips Highwa Owner of Building p• Address iarken i l e .7, UR6 Buil ' g Address 1465 Jas ine Street Locality Atlantic Beach, FL 32233 C By: /DON C. FORD Building Official Date: 7 `� — POST IN A CONSPICUOUS PLACE CITY OF l*&atic Ve4d - 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904) 247-5800 FAX(904)247-5805 NOTICE TO: Water 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 _ i Sincerely, Building Department DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 2333 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS ? HAVE BEEN MADE: AND ARE SATISFACTORY : —=---- — --� -------------,----------------------- ------ --=---------------------- -- I ------------ j/z'c_----'Y------------------------- ---.--- ---------------------------------------.---------- ------ I ------------------------------------------------- ------ I ----------------------------------.--------------- Enclosed are the blue copies of the permits. SINCERELY, i y. BUILDING INSPECTION DIVISION cc: FILE BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: 9/10/97 Building Contractor: Pulte Homes Building Permit Number: 14091 Address : 1465 Jasmine Street Legal Description: Lot 3, Block 249, Section H Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as single family Lowest Floor Elevation: 11.1 (p f required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire n/a Public Works 9/9/97 9/9/97 JD ` Planning 9/10/97 Building 9/10/97 S� l SEP 12 197 15:29 CLRRSON 153 P02 _ MAP SHOWING BOUNDARY SURVEY OF LOT 3, BLOCK 249, AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH. AS RECORDED IN PLAT BOOK 18.PACE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. BEARING REFERENCE: N 0122' W FOR RIGHT-OF-WAY UNE OF JASktlNE STREET PER AEOVE MENTIONED PLAT. & VATIONS ARE SHORN THUS 8.6 AND REFER TO NATIONAL GEODETIC VERTICAL DATUM. c RtiriED 7n: P Ore Mo 0 c4op4 Wr oN wlrsr .#mrr1CAN rirxt 7,jiL AA1tg Chi PNC t/TLS Gtt,II�A!'AIJO� JASMINE STREET (50' R/W) S01'22'00"E W 50.00' 150.00 •V.Q aI 1 T-O 9.9, ^ r� ` 1. 18.2 +'Io,o awntr W LLJ O O•Q do �N ��Q O a 00 h 4� Z Z '%ceNi••• .y w' �o .n A/c/MD B L O C K 2 4 9 (CAP LL9 asti, v�fev6a� � (►s 1674) Ti 60.00' —1 r S01622'00"E L 0 T 4 L O T 3 L 0 T 2 ECEIVED 8 L 0 C K 248 SEP 1 9- 1997 city of Atlantic Beach Alm,44 SUES✓EY 9-9-97 wore,: /APOMI Building and Zoning fDuNDAr/on! SuXY�Y 7-30.97 Morro:FOdvD 04L/R0n/5 ��,��R 1 HoMeY CERTIFY THAT THIS SURVEY. PERFORMED UNDER MV RESPO�9W D92ECTON MEETS LEG THE MWgM+L1 'TEGAN,AL.STANDARDS FOR LAND SURVEYORS IN ACCORDANCE IMT"CHAPTO 61017-6. ■ FD.CONCRETE MONUMENT FLORA MW#,"TRATIVE CODE(PURSUANT TO SECTION 472.027.fT.OR10A STATUTES)- AND FURTHER B 1/2'FOUND IRON CERTIFY TNAT THERE ARE NO VISIBLE ENCROACHMENTS UPON TK SUBJECT PROPERTY EXCEPT AS SHOW 0 1/2'SET IRON-LB 1704 �nM ��..pp�,�/�� 9.R.L 6VILWN+RESTRICTION UNE mono CER7*ICAM-THE LOT SHOWN HEREON AND A.S�pA IN(H',� A CENTRAL ANGLE Is N FL000 ZONE x' AS SHOWN t AVE JACIC90FtVIUE FL.. 32207 R PAWS LNGTN ON THE FLOOD NSLRANCE RATE NAP•COMMUNITY CMORD PANEL NO. 120075- 0001 0 DATED 4-17-E9., P.. POINT OF CURVATURE P.C.P.T. POINT OF TANGENCY SURVEYED . 1997- `i —.— a FT.WOOD FENCE ro. FOUND SCALE:�� s 2O RMSTOW FLORIDA SURVEYOR k MAPPER NO.4497 R/W RIGHT-OF^WAV FIELD BOOKS _- PAGES t-4 2.0p A. HILL JR. O.R.Y. OFTIOAL.RECORDS VOLUME I FLOODPL.A_T I DEVELOPMENT INFORMATION L Location:: C `� �1 �t 9 •'J� Type of Development: 6 < Flood Zone: r Required Lowest Floor Elevation: f f If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the prop ed development. Date plicant's Signature Department Use: Required Lowest Floor Elevation , As Built Lowest Floor Elevation Survey Filed with Building Department Y 0- Building Department Rep4esentative THU I 1 : 01 MAP SHOWING PLOT PLAN OF LOT 3. BLOCK 249, AS SHOWN, ON -WAP OF SECII-ON $Wp ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 18, PACE 34 OF Dig CURRENT PUBL)CAECORDS Of DUVAL COUNTY, FLORIDA. I'OR: NORM FLORIDA CLASSIC HOMES BEARING RVER- N:01'2W W PLAT. 0 WVATIONS'WOWN:THUS; (8.'8TXNUjWEFER"TOF'N11110 MAL PEODE110'W-W 11CACDATUM OF 1029. No rr- RECEIVED` MAY 2 0 1997 City of Atlantic Beach and Zoning JASMINE STREET (50' R/W) (zz') S01*2-: '00"E N ism C> O gel -37 a 10 0 uj b M 8) 5 0 ull in '4 to Q u- 0 00 00 z z 30, -tpip.s Ito *j "\v 501-.00 47 S01'22 OWE L 0 T 4 L 0 T 5 L 0 T 2 TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. Address Raaseaxexsoa�xxx�► x�Cxxls3xexc. Please update your records accordingly. a^ o} IL A6�F CITY OF ATLANTIC BEACH jvcb CITY OF ATLANTIC BEACH, FLORIDA r, Approv*d by APPLICATION FOR ELECTRICAL PERMIT F - t7/ I TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 cn 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. b, .EC-00017.13 Munson and Bryan Electric Co. ELECTRICAL FIRM: M 78 _ECE: I I NAMEPu►�-e Ames L- ADDZ.', 3.�� l� RFD BOX BLDG,SIZE BETWEEN: Ct RES.Y7l- AFT. ( ) COMM. ( ) PUBLIC ( 1 INDUS. ( 1 NEW 641- OLD ( 1 REW. ( ) ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ) SQ. FT. SERVICE: NEW'71 INCREASE ( ) REPAIR ( 1 FEE CONDUCTOR SIZE AMPS 1,5U COPPER ALUM. SWITCH OR BRE KER Iso AMPS PH 3 W VOLT _RAC WAY EXIST.SERV,SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN T07AL 0.30 AMPS. 31.100 AMPS, SWITCHES INCANDESCENT FLUORESCENT &M.V. FIXED 0.100 AMPS, I OV[R APPLIANCES I I I BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 30A i 0.1 OVER MOTORS H.P. I VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS DBPART#AENT QF is!l :O� NC CITY OF ATLANTIC:BEACH j }n+w�..+ww r.n �,.wr w 4w'w M r. i" 1 1iY; 1 ' IT, INPORMATION t � r: 4' Address: Bl c id1-3 ee 'B LB 1$Al LY &e t i ►n• ► mrd*. 4 re i s Subdi v s of : t " t. V s11ue'. C4 .I?(? arts . Cct 0 .Cts 3 �y 7 0 41,11 Ail 44J Y � IOCM.. - � �.- APB1TN I * �, � M G4FRh qtr' lilt �f 'R IDA 32 mr „ �, , C It ire r Addy , Y A t�E4's`IC:E-�-A#.#.C+ #NC�RB`C E F RNIS AND FC)QTI G$AAUPT.I� t $ BSB e � i PEI~IIJI1 C ualD SIX MONTHS AF( R b47 EiF i4 # I3ItI N IaTif I L,ROAI3ISFt A#J &EBR[$�1=R4M,fiHI5 Wl3RK MUST'NC?T$E P�.AC I�IN UI',AN tI. £,AWAYSY EITliER;CdNTRACT(3R OR Q %thll=l , �L t Y WITH THE MEC t4l sr� ACO E tI C Tom?AF�Of*VQ.PLANS,IMF#tCrFi ARE PART +t2F fH1S k"IT A 1 #�aPP tC B. .PE11 1' 1+C +15 i F'LAW. ` 'vf Wit. °� Y d BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, "r'LORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. LOCATION Street Address: OF Intersecting Streets: Befween And ' BUILDING Subdivision tT 7 �_2 //c II. IDENTIFICATION —To be completed by all applicants, In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the atteciusd plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good.practice listed therein. Name of Mechanical McGowan s s Heating & Air– Contractors Contractor (Print) Cond. Inc. Master CACO-18970 Name of M-48 Property Owner /-C-/ 110 Signature of Owner Signature of or Astfhor•Ised Agent Arch'rfect or Engineer 111. GENWAL INFORMATION A. Type of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON Electric THIS BUILDING OR SITE? Q 6u—❑ LP ❑ Natural ❑ Central Utility IF YES. GIVE NUMBER OF CONSTRUCTION Q Oil PERMIT s Q Other — Specify IV. MWHU64MAL EQUIPMENT TO BE INSTALLED NATURE OF WORK e , (Provide complete list of components on back of this form) Residential or ❑ + Commercial Haat ❑ Spas ❑ Recessed * Central O poorNew Building Air Conditioning: ❑ Room Central �OExlstlng Building ( Duct System: Material�.5� Thick Replacement of existing system Maximum capacity - �dW c•f•m• New Installation(No system previously Installed) C] Refrigeration O Extension or add-on to existing system Q Cooling tower: Capacity g pan• O Other -- Specify Q Fire sprinklers: Number of heads Q Elevator ❑ Monlift ❑ Escalator (number) THIS SPACE I+OR OMM USE ONLY Q .Gosonae,pumps (number) ( +� 0 To•kt (number) . Remarks Q LPG contain er+ (number) Q Unfired pressure vasal Q Boilers Parmii Approved by pis. O Oster — Specify Permit F� PST ALL EQUIPMENT AIA CONDITIONING AND REFRIGERATION EQUIPMENT NUMber Veit l Description Model Number Manufacbmr, tcepaciy A, 0 a, t + E gt 888 ` D A > 4 11" lW3tlt� CITY OF ATLANTIC WCH t � rfwxlr 10 LOC oft A a ^ ► 4 i 2'' ?Q« Q�3�#, ` -1 oc^}c:249^ Ti►O '`: w r B 114, 1� + Y "o, 00 @ 0 Io7 I ON 2'2"* Phon M 4 i U c , � � r i j ► 3 I�01 r mpY Vrgrvyexx ^. m uermru , wx r.a.xmW`�e}W � • r" Asn r r 7.. w t E �Y: f rf Ly f P2�'�. �A } k�' ✓T N0T#CE—ALL,0WIC M FORKS 41#0 FOOTINGSAA]]UST"BE f"sw t # R1 �T"ttf7FD SIX MONTHS AFTER OA TE OF I S, wijifl a MATERIAL,RUBSfSH AND:De-,1301$FROM THIS WORK MUST NOT of,PLACED IN p�:1C C EAi? E�UP ANCA HAU,,LE 3 AVftAil 0 E1THER CONTRACTOR t?R C4INNEFt 11IUJR E TC3 � 'y WITH THE M��' �.1,6011" PE S' R PAY#N . Icon S # AGC Rt +i TCS AE0 RLANS WHICH AIRE PART:Of THIS,PERWT. �� OF APP{ ICAS�:Iw 1SSIaNS OF LAW, x� ATLA40- AC�{ IIW+G. RTMENT F ` c Q 4.. CITY OF ATLANTIC SUCH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: lQ `Lsm� OWNER OF PROPERTY: BUILDING CONTRACTOR: PLUMBING CONTRACTOR DON HARRIS PLUMP-I G CO AND ADDRESS: P. 0. BOX 14668 tnrrj4cnNiNm + eQl3; TELEPHONE NUMBER: (904) 772-0900 C F C ® 19 19 4 STATE LICENSE NO: 9-- TYPE OF BUILDING: TYPE OF WORK: HOW MANY OF THE FOLLOWING FIXTVRES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS ,_WASHING MACHINE FLOOR DRAINS- SHOWER PANS OT'H TOTAL FIXTURE COUNT: s $3.50 + $15.00 = $ � 3-St lo� 39'-Sz i ----------------------------------------------------------- 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 SCHEDVLE INSPECTIONS - (904) 247-5826 10 DitVARMONT Of BW CITY OF ATLANTIC A 4 PERMIT i4 w" NA rm P4rtpit l Umber: 140 Address: 14 Yp Mon 010,0' of �Work�0W . , . �� BM, C6tr. °!"y1e;. i00 ! B I CfC Lmkrz � :c Prsx +Osed Tie# ".I`A +lILY Section,. . Owe I I iri► a: I=I Subdivix3 on:S1�C' I+� i ► 0 00 git' Valve rcrv.. "Cost. 100.00 , 266.88 , 1 �+ T " + PER' ELANS H ? Z r TIV, low, . APPLICATT�f Intwl�« PMI ORWAY WATER ORIDA 322 ' t -- ---- wr ; i�ltCll t R" Vii, RATIO'IOCAPITAL rMPROM Ana ACRSCfI! ISI. RI1?A 32256 CROSS 'CONNECTION 4' j Exp. I / SEC HIMPACT-P T.Su s Im r N©TICS AL,L CQ MCkT* GAMS A;"01 F00TIN.tiS MUST BE IN$PECtEI� PoiMlIT,VOID SfXMONTMS-AFTER` A' -,-QF ISSkEr f Y I3UIt 3 �MATERIAI RUED#SH ANE?,I ESRiS FRO THIS W©RK.MUST NOT SE PL Ok IN`PUI3#,# ?{ CLEA Et fP ANL!HAULt P AWAY OY, EITHER CONTRACTOR OR OWNER ETOL � i `" M TI 11 !# t�1icS' � '� 06 Twicie ut SPER ftoft-8 TOP ROYQ PLANS WHICH ARE BART OF THIS PERMIT A S ASL `PRtCI I"ii i OF LAW. I t��3 � d N .�r J l � d CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET / Address M IiV C S-(-- Date 6 Heated Square Footage -� @ $ . �'7 per sq ft = Garage/Shed _1176,--@ S f �a� per sq ft = S Carport/Porch 9@ S / =Q per sq ft = $ Deck C) @ S per sq ft = $ Patio y-0 @ S "I.© � per sq ft = S -32-- TOTAL VALUATION : $ �� go Total Valuation 1st $ � L Oct 20 s 2o �ov Remaining Value $ ooper thousand oq portion thereof TOTAL BUILDING FEE $ + 1/ 2 Filing Fee (0) Fireplaces @ $15 . 00 BUILDING PERMIT FEE WATER IMPACT FEE SEWER IMPACT FEE $ „9S'n,O O WATER METER/TAP ©0 CAPITAL IMPROVEMENT $ A 0©_ SEWER TAP $_ (((ff RADON (HRS) . 0050 S ,30 SECTION H PAVING f ,5"U ) $ r-7S�D. 00 HYDRAULIC SHARES S •—fl CROSS CONNECTION $ O (f let?) SURCHARGE . 0050 S � 4 OTHER $ v GRAND TOTAL DUE $ 3 ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : crry OF RECEIVED44e, ve4a - 9&u�a MAY 2 0 19W M SEMINOLE ROAD ATLANTIC BEACH,FLORIDA X2233-S40 PROPERTY DESCRIPTION CRY of Atlantic Beach TELEPHONE(9"247-sm Building and! $Oning FAX(M)247-SM Lot # ,3Block #�� Section # Subdivision : Street Namee�ta�/ - DESCRIPTION OF WORK or Address i 1ti.L"�c S�AQk_ If in a FLOOD HAZARD Flood Zone : area complete page 3 . B�ef ,pescription �iv�� t� l � J Class of ork: ( eW/ Remodel/Addition. ZONING , INFORMATION Type of Construction: Ct Zoning Proposed rr ll District : Estimated Value $ e-o Exceptions or Variances Materials : Granted: �T Solid or Fille Ground:—Roof : `I v\ 1-? S Method of Heating: a �t� OWNER INFORMATION Property Owner : �`^-��I 9` � Phone: _l 3 �' �3 n eyf Mailing r Address �u C. u, Zip: .3 0 J-6 CONTRACTOR INFORMATION Contractor :- �l 0) -� Mailing I ter Address : T� C lc s9 �;\l< . (� zip : 3 a s �( C S �� Date : a Licensee Number : �- 31� ( � _ I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNC�+ THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAMS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH , WHETHER SPECIFIED HEFEI,; OR NOT . THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY T� VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL , STATE OR LOCAL RULES . REGULATIONS , ORDINANCES , OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING Cc CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY . UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PRO IDED AS REQUIRED. Owner Signature Date �°1'�` �7 Contractor Signature bepartment of Community Affairs SN: 7116 ' FLORIDA ENER8Y EFFICIENCY CODE FOR BUILDING CONSTRUCTION U�M 60 Resid�ntial Whole Building Performance Method A NORTH /'`�OJECT ��' -~~:' 119g - � BUILDER: SHAFFER ` � ��% ~�0 � PERMI � CLIMATE AND ADDRESS: ` ` /��4�/� - ' � HONE: 1 � � 2 � OFFICE�� F�� _ . _ `. _ pERMIT NO /`�o� / | JURISDICTION NO^��,( < *�� R C �'`' '^ `~'^ ' ' � � - . [ - . New construction or addi .Lion 1 . New Construction Single family detached or Multifamily attached 2. Single-Family ' 0 �. If Multifamily-No. of units 3 If Multifamily, is this a worst case (yes/no) 4, i C dition d floor area (sq ft ) 5. 1199. 00 . on p� . ' `. Predominant eave overhang ( ft . ) '. Porch overhang length ( ft . ) 7. 0 . 00 ___..... �. Glass area and type: Single Pane Double Pane . a. Clear Glass 8a' 0. 0sqf1t 130. 00sqft b . Tint , film or solar screen 8b . 0. 0sqft 0. 00sqft /. Floor type and insulation : a. Slab on grade (R-value, perimeter ) 9a. R= 0. 00 , 168. 00 ft ____ '0. Net Wall type area and insulation : ' a. Exterior : 2. Wood frame ( Insulation R-value) 10a-2 R=11 . 00, 905. 00sqft____ b' Adjacent : 2. Wood frame ( Insulation R-value) 10b-2 R=11 . 00, 246. 00sqft____ ; 'Ceiling type area and insulation: a. Under attic ( Insulation R-value) 11a, R=19. 00 , 117. 00sqft____ a. Under attic ( Insulation R-value) 11a. R=30. 00 , 1217. 00sqft____ �. Izr distribution systems a. Ducts ( insulation + Location ) 12a. R= 6. 00 , uncond 3.Cooling system 13. Type: Central A/C EER: 10' 00 4, Heating System: 14. Type: Heat Pump HSPF; 7. 00 5. Hot water system: 15. Type: Electric EF: 6.Hot Water Credits: (HR-Heat Recovery, is. DHP-Dedicated Heat Pump ) '. Infiltration practice: 1 , 2 or 3 17. :' HVAC Credits (CF-Ceiling Fan , CV-Cross vent , 18. HF-Whole house fan , RB-Attic radiant ` barrier , MZ-Multizone) , EPI (must not exceed 100 points) 19. 93. 01 a. Total As-Built points 19a. 24758. 65 b . Total Base points 19b . 25005. 52 ...............___....._____ .........................................___......... _ -----------------------.......................-....................... ------------------------ - ------ ------- ` hseby certi fy that the plans and | kevzew of the plans and specifications n� ifzcations covered by this calcu- 1 c"vered by this calculation indicates " Lon are in compliance with the 1 compliance with the Florida Energy orida Energy Code. ( Code . Before const,uction is completed | this building will be inspected for EPARED compliance in accordance with Section - ) hereby certify that this building is � `ompiiance with the Florida Energy � ' | \ �L mE�/AGENT: �� ^�^�'' ~ u�"`r~��` | BUILDING OFFICIAL: ' -- 7-------= ____________ | DATE: -.,. ^� . ... . ^u.. ^cuu� / Ium w COMPLIANCE CHECKLIST ** C 'MPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK "RACTICE '1 06. 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. ----------------------................................... ........ ............. -..............-............................................................--.........---------........................................................... /indows 606. 1 Maximum of 0. 34 CFM per linear foot of operable sash crack ( includes sliding glass doors) . _.........._...................................................._..... ................._.....................................................__ ......................_..............._.............._.............................................................._.................... ..._..............______ 'xterior & 606. 1 Maximum of 0. 5 CFM per sq. ft . of door area: solid 1djacent Doors core, wood panel , insulated or glass doors only. _..............____________________________...............__....._... ..............___........ ..............____ .....................................__....................____ �xterior Joints 606. 1 To be caulked, gasketed , weather-stripped or other- Cracks . wise sealed. -----..........------------.....-................................................................... ...........................--.....--... ..........----...................------ -....................------- ........- `RACTICE #2 606. 1 COMPLY WITH PRACTICE 41 AND THE FOLLOWIN8: _..........____...._........................... ..................................... .............................................................._.........._______....._........__________.............____....__................. _ xterior Walls 606. 1 Top plate penetrations sealed. Infiltration barrier Floors installed . Sole plate/ floor joint caulked or sealed. ........... .....____________________..................___................._..............___________....._..................._________ 'terior Walls 606. 1 Penetrations, joints and cracks on interior surface Ceilings caulked , sealed or gasketed. ____ ............. ....................... _ ............. ...__________...................__........................................__ .................___....................................._........ .............____________ uctWork 606. 1 Ductwork in unconditioned space must be sealed. _____ .............._......................................................_......................._____..............______.......... ................................................................................................____________ ,replaces 606. 1 Equipped with outside combustion air , doors and flue dampers. _......................._.....................................__..............................................................................................................._........_................................................... .... ..................__....................______ xhaust Fans 606. 1 Equipped with dampers. Combustion devices see 606. 1 . A. 2. _.............._______................................................................................._....._.........................______...._................................................ ....._____..............___________ ombustion 606. 1 Combustion space and water heating systems provided eating with outside combustion air , except direct vent appliances. ---------------------------------------------------------------------------- ^ OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. ) ** ----------------------------------------------------------------------------- ater Heaters 612. 1 Comply with efficiency requirements in Table 6-11 . Switch or clearly marked circuit breaker (electric ) or cutoff (gas) must be provided. External or built- in heat trap required . -------.........-..........------ ........-... .............................-..............-------------------------...............---.....--.......................................-........ �imming Pools 612. 1 Spas and heated pools must have covers (except solar Spas heated ) . Non-commercial pools must have a pump timer . Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent . _............. ............................... _.........._.........______.......................................... _ ............. ... .......... __...................______....... .......................____________ .ower Heads 612. 1 Water flow must be restricted to no more than 3 gal - lons per minute at 80 PSIG. ........... .........................................................................__ ......._____ .... ........................................................................................._.....__.... _ r Distribution 610. 1 All ducts, fittings, mechanical equipment and plenum 'stems chambers shall be mechanically attached, sealed, ins- ulated and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics must be insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closet . _... ...............__........................................__....._...............__........................_.....____... ....................__........................ ...... ............. .......................__________ AC Controls 607. 1 Separate readily accessible manual or automatic thermostat for each system. _.......... .................. ... ........______.............. ............._...............__................................._ ....................................._............................................... .................................... ................____ sulation 604. 1 Ceilings minimum R-19. Common Walls - Frame R-11 or 602. 1 CBS R-3 both sides. Common ceiling & floors R-11 . -------------..........------------.......... .............-......................................-.....---..........------------..........-............................................................ ^ �' SUMMER CALCULATIONS ^***************************************************************************** ' === BASE === | === AS-BUILT === LASS---------------- | ` � !EN AREA x BSPM = POINTS | TYPE SC ORIEN AREA x SPM x SOF = POINTS _........._....................................... ... ..............................................._......................._..............______ _____............................. ...._....... _... .... _______ _______ � 26. 00 65. 8 1710. 8 | DBL CLR N 26. 0 38. 3 . 95 946. 0 17. 00 65. 8 1118. 6 | DBL CLR E 17. 0 79. 7 . 97 1315. 4 � 23. 00 65. 8 1513. 4 | DBL CLR S 7. 0 66. 2 . 90 417. 8 | DBL CLR S 16. 0 66. 2 . 93 979. 8 u 64. 00 65. 8 4211 . 2 | DBL CLR W 13. 0 79. 7 . 96 992. 9 ` | DBL ClR W 17. 0 79. 7 . 95 1292. 8 � DBL CLR W 34. 0 79. 7 . 97 2619. 5 _........._____________ ___ CUND. FLOOR / TOTAL GLASS = ADJ. x GLASS = A D J 8LASS | GLASS AREA AREA FACTOR POINTS POINTS | POINTS .............. 199. 0(..) 130. 00 1 . 383 8, 554. 00 11 , 834. 13 1 8, 564. 19 ]� GLASS------------ | AREA x BSPM = POINTS | TYPE R-VALUE AREA x SPM = POINTS ......................._........._............ .....__........ ........ ........................ .................._.............._______....._____________ _________ _...................___ �LLS' -------------- | xt 905. 0 . 9 814. 5 | Ext Wood Frame 11 . 0 905. 0 1 . 70 1538. 5 .dj 246. 0 . 7 172. 2 | Adj Wood Frame 11 . 0 246. 0 . 70 172. 2 | `OORS----------- ...... .....-..... | xt 20. 0 6. 1 122. 0 | Ext Insulated 20. 0 4. 10 82. 0 .dj 18. 0 2. 4 43. 2 | Adj Insulated 18. 0 1 . 60 28. 8 | EILINGS------------- | A 1199. 0 . 6 719. 4 | Under Attic 30. 0 793. 0 . 60 475. 8 | Under Attic 30. 0 424. 0 . 60 254. 4 | Under Attic 19. 0 117. 0 1 . 10 128. 7 | LOORS--------------- | lb 168. 0 -37. 0 -6216. 0 | Slab-on-Grade . 0 168. 0 -41 . 20 -6921 . 6 | KILTRATION--------- | 1199. 0 8. 0 9592. 0 1 Practice #2 1199. 0 8. 00 9592. 0 ============================================================================== ]TAL SUMMER POINTS | 17081 . 43 | 13, 914. 99 ============================================================================= /TAL x SYSTEM = COOLING | TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING ]M PTS MULT POINTS | COMPON RATIO MULT MULT MULT POINTS _____________________________________________________________________________ 7, 081 . 43 . 37 6, 320. 13 1 13, 914. 99 1 . 00 1 . 070 . 340 1 . 000 5, 062.27 ============================================================================= ` * WINTER CALCULATIONS ' === BASE AS-BUILT === iLASS----................. -------- | �RIEN AREA x BWPM = POINTS | TYPE SC ORIEN AREA x WPM x WOF = POINTS ______________________________________________________________________________ N 26. 00 -10. 6 -275. 6 | DBL CLR N 26. 0 7. 3 1 . 08 204. 0 E 17. 00 -10. 6 -180. 2 | DBL CLR E 17. 0 -9. 2 . 91 -142. 7 S 23. 00 -10. 6 -243. 8 | DBL CLR S 7. 0 -28. 4 . 96 -190. 2 | DBL CLR S 16. 0 -28. 4 . 97 -439. 3 w 64. 00 -10. 6 -678. 4 | DBL CLR W 13. 0 -9. 2 . 88 -104. 7 ^ | DBL CLR W 17. 0 -9. 2 . 86 -134. 9 | DBL CLR W 34. 0 -9. 2 . 90 -281 . 5 ______________________________________________________ _________________ '5 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS | GLASS AREA AREA FACTOR POINTS POINTS | POINTS - ---' ------------------------------------ -- ------------- - --- ............... -... --................... .� 1 , 199. 00 130. 00 1 . 383 -1 , 378. 00 -1 , 906. 41 | 1 , 089. 18 ============================================================================= UN GLASS-----------� | AREA x BWPM = POINTS | TYPE R-VALUE AREA x WPM = POINTS ALLS-----------........................ | xt 905. 0 2. 2 1991 . 0 | Ext Wood Frame 11 . 0 905. 0 3. 70 3348. 5 di 246. 0 3. 6 8G5. 6 | Adj Wood Frame 11 . 0 246. 0 3. 60 885. 6 | OORS------------------- :1.2. 3 ---------------12. 3 246. 0 | Ext Insulated 20. 0 8. 40 168. 0 Jj 18. 0 11 . 5 207. 0 | Adj Insulated 18. 0 8. 00 144. 0 | . ILIN8S------------- | + 1199. 0 1 . 2 1438. 8 | Under Attic 30. 0 793. 0 1 . 20 951 . 6 | Under Attic 30. 0 424. 0 1 . 20 508. 8 | Under Attic 19. 0 117. 0 2. 00 234. 0 | -OORS--------------- | b 168. 0 8. 9 1495. 2 | Slab-on-Grade . 0 168. 0 18. 80 3158. 4 | .Fl LTRATION--------- | 1199. 0 7. 4 8872. 6 1 Practice #2 1199. 0 7. 40 8872. 6 ============================================================================= '[AL WINTER POINTS | 13, 229. 79 | 17, 182. 32 ============================================================================= JAL x SYSTEM = HEATING | TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING N PTS MULT POINTS | COMPON RATIO MULT MULT MULT POINTS 3, 229. 79 . 55. 55 7, 276. 39 | 17, 182. 32 1 . 00 1 . 070 . 484 1 . 000 8, 898.38 ============================================================================= WATER HEATING === BASE AS—BUILT === ============================================================================== |UM OF x MULT = TOTAL | TANK VOLUME EF TANK x MULT x CREDIT = TOTAL �EDRMS | RATIO MULT ............................. ....................._____....................... ............ ________________ 3 3803. 0 11 , 409. 00 1 40 . 93 1 . 000 3599. 3 1 . 00 10, 798. 00 . SUMMARY === BASE === | === AS—BUILT === ============================================================================== DOLING HEATING HOT WATER TOTAL | COOLING HEATING HOT WATER TOTAL nTNTS + POINTS + POINTS = POINTS | POINTS + POINTS + POINTS = POINTS C�20' 1 7276' 4 11409. 0 25, 005. 52 | 5062. 3 8898. 4 10798. 0 24, 758. 65 ***************** * EPI = 99. 01 * ***************** ` ` ' LNLKUY GUIDE ''or iled information ,f the EPJ rating numbdr .r 'for any, ITEM listed, .sk your Builder for EPI= 99. 0 )CA Form 600A-93 'r Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 | ---------------------------------------X- | he 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 lNDOWS. . . . . . . . . . . . . . . . . . . . . Double Clear | -------------X------- | NSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30. 0 | --------------------X | R-0 R-7 Wall R-Value. . . . . . . . . 11 . 0 | --------------------X | R-0 R-19 F1oor R-Value. . . . . . . . . 0. 0 | X----------- -------- | IR CONDITIONER. . . . . . . . . . . . . 9. 7 EER 16. 0 EER. . . . . . . . . . . . . . . . . . . . . . . 10. 0 | X-------------------- | EATING SYSTEM. . . . . . . . . . . . . . 6. 8 HSPF 12. 0 Electric HSPF. . . . . . . . . . . . 7. 0 | X--- ----------------- | ATER HEATER. . . . . . . . . . . . . . . . 0. 88 0. 96 Electric EF. . . . . . . . . . . . . . 0. 93 | ------------X-------- 0. 54:1 -------0. 54 0. 90 Gas EF. . . . . . . . . . . . . . 0. 00 | ----------- - | 0. 40 0. 80 Solar EF, . . . . . . . . . . , . . | --------------------- | [HER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . certify that these energy saving features required for the Florida .ergy Code have been inotelled in this house. Builder idress: ' ignatur Date: ty/Zip rI/ orida Energy Code for Building Construction - 1993 orida Department of Community Affairs FL-EPL CARD93 �� _--------------------------------------------------------------- :S�lON 008 WA3 911-1 008 WA3 913 01 833 (S) 6 ^ T 35VNOl 00833 HOl8 m3 ml 00833 HOi8 lN31V I HOl'8 �78ISN�S JH MAI l J6SH/BDjv 00833 HOl8/6lnO 9lH HDl8/6NI 9111 G0-v3v # OOW OHV M-WW3 # OOW O3 ` IO8lINVf AONVW lO �1 * NOIl31133 lN]W6IOm * 3h ^83933 MISMAO %03 + ^SN391 99 'W893 :WISMAO %03 + ivOl3v 0WTZLC :8lJ 3ZS8AO ^SN3S %03 | 6GWTV : 8013VJ MISMAO %03 86 ^63A63 : lN31VI + 318ISNDS | 96 ^3L80T : lN31VI W101 | 30 ^LG88T : 318ISN39 M101 | 96 ^33l03 : HOl8/SSOi iv101 00 ^0 : NIV9 l3("IO | 0 : SSm l3DO 00 ^000C : 33NVI166V/1NvdO33O | 00 ^ T ` : ^930 C 0 9NIMS ^6%l | 30 ^LG8GT : lNWH3M + ^SN39 | 00 ^0879 : m;3 003 -lN35 ^H33W | 30 ^LL9TT : 318ISN3S 38Ol3OUlS | 96 ^33L03 : m1018OS * AdvWWDS 9NI1003 * 1=661THS * A8vWWOS 9NIlMH * ___________________________________________________________________________ j ^ beO 03 | (P1s) ^ ; ; IO ^dmel ( IeS AesO) AemmnS j ^8eO 61 | ^ ;; TO ^dmel ( len;,) AemmnS W - j ^5eO 61 e6ue8 AlleO AemmnS w/ w v9 m j ^ beO C ^39 | qln8 4eM AemmnS AoopuI J ^M GL i qln8 AAO jewmnS AoopuI 61:, | ^qj/Ag uOTseO AemmnS Aoopul % | ^mnH exjqlele8 AemmnS woopuI V T T | M/ Ag oTM ^mnH AemmnS AoopjnO j " WO L; | q1n8 4eM AemmnS Aoop4nO A ^6eO as | qln8 AAO AemmnS AoopjnO j ^ beO 0v | (Plm) ^ ; ; TO ^ dmel Ae4ujM j WO 8C \ ^ IyTO ^dmel ( len4zV) je4uy) j ^ beO 0L \ qln8 AAO AezuTM AoopuI j ^ beO 3C | qln8 AAO Ae;uTM AoopunO lexej eaS exoqV ~ jj P3 / ^ beO 0C | u0T4exel3 / epn4T4el 44AoN _........................__............ .........._ ................................................... .............__________________________________.............._ ..._........ ellzxuosM Der | epTAol.::j : uoT4eDoj lenTqdeAboeg ..........__________....._........._________...................______.....___....................................................................................._.........................._.......... * suoz4jpuo3 MTseO I suoT4Tpuo3 zz4emTl3 * IseA :seDej asnoH * %8 ^01 = 0IlV8 jS/SSVj9 * jS 66TT :ee, /Alj Puo3 NVMO9DW : 8lNO3 3TN 53JAVHS : 8lNO3 90 1/ : AIT A311VA N300IH 09 lOI : SSMOO, 66TT : 13IPOH ��....................� ....................�� ( ^V ^3 ^3 ^V Aq 986T ( D) NOIlM HlN3A3S - r ivONVW ^V ^3 ^3 ^V NO OpSm) S31IA VIVO ( 0938MA 9NISO NOIlviO3w3 SSm 1V3H / NIV9 1V3H ^ �SOOH ��OHM v6GT-C3-8 ) * ( D)rnuemse8 9lll # ' * LOAD CALC. ULATION * ~ ' TYPE Inside Shade Sc Area Loss/Btuh 8ain/Btuh �ast Double Clr Roller Shade 1 17. 00 493. 00 1003. 00 �outh Double Clr Roller Shade 1 7. 00 203. 00 217. 00 �outh Double Clr Roller Shade 1 16. 00 464. 00 496. 00 /est Double Clr Roller Shade 1 13. 00 377. 00 767. 00 �est Double Clr Roller Shade 1 17. 00 493. 00 1003. 00 jest Double Clr Roller Shade 1 34. 00 986. 00 2006. 00 iorth Double Clr Roller Shade 1 26. 00 754. 00 520. 00 [nfiltration : Winter Htm ( 29. 37 ) x 130. 00 3818. 1 ) , filtration z Summer Htm ( 7. 34 ) x 130. 00 954. 20 R-Value Area Loss/Btuh 6ain/Btuh | A L L S-------------------------------------------------------------- ------- ood Stud - Ext . 11 905. 0) 3258. 00 1900. 50 Mod Stud - Adj . 11 246, 00 885. 60 319' 80 ..............__....._ SUBTOTALS: 1151 . 00 4143. 60 2220. 30 � OO R S----�----.-..-......... ...,-...... .........,.-.,- imulated Core/Metal - Ext . 0 20. 00 354. 00 90. 00 nsulated Core/Metal - Adj . 0 18. 00 250. 20 27. 00 filtration : Winter Htm( 29. 37 ) x 38. 00 1116. 06 wiltration : Summer Htm ( 7. 34 ) x 38. 00 278. 92 __ ... ____.................. SUBTOTALS: 38. 00 1720. 26 395. 92 EI L I N G S---------------------------------------------------------------- oder Attic 30 793. 00 1030. 90 1189. 50 nder Attic 30 424. 00 551 . 20 636. 00 oder Attic 19 117. 00 245. 70 269. 10 ............ SUBTOTALS: 1334. 00 1827. 80 2094.60 LO O R S�-----------�.........------------------------- .... -.........-�--------------------- , ab on Grade 0 168. 00 Lin . Ft . 5443. 20 000. 00 * TOTAL STRUCTURE SENSIBLE * --------..............................- .............-------....................-...............................................................-.......... ....................... ............................---..............................---.......... .............- ........ 20722. 96 11677. 02 ............._______...............__________ ...... ......................................................______........._......... ................ _____..............._........... ....._....._............ ____ 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 6 BATH (8) TUB OR SHOWER STALL (6) ( Z- WATER CLOSET WATER CLOSET, TAMC OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) 3 POT. SCULLERY SINK (4) I DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) —L—KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE :;DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET URINAL STALL, WASHOUT (4) FLUSHING KIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL. PEDESTAL. SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY. BARBER/BEAUTY 1 ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) CLAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS r 0 $20.00 EACH $ 3 % . ©0 JOB INFORMATION � `l t,4 �j(fl� — r Truss Connections Plan 1198 Pulte Homes Truss Uplift Truss Stud to Double Stud to Silt Left inter. Right Connection Plate Connection Connection �T2 T3 T4 TS s�760 _ � ^��0 {1)_.r -- HDPT230ts �------ TYPICAL TPP4onPost TYPICAL T6 1130 1130 (1) RTPGA830ts N/A TPP4 on Post T7,T8,T9, T10 580 580 HDPT2 ; (2)HCPLULR _ TYPICAL TYPICAL ;ALL OTHER'S <510 <510 (1)HCPLULR TYPICAL { TYPICAL ! Where RTPGA830 is indicated install two(2)SYP studs(Min.)under each bearing point. Toe-nail trusses to Dbl. Pt. with 4- 164 com. Typical:TPP4 at sill and double plate at 32"o.c. (Capacity: 395 plf or 790#uplift for trusses at 2'o.c.)Nail with 8- 10d com. HCPLULR Uplift Capacity: 510#; HDPT2 Uplift Capacity: 880# w!8-8d com; RTPGA830 Uplift Capacity: 1950# Simpson LTT20 Uplift Capacity: 1750#; MST27B Uplift Capacity: 3745# All connectors are SEMCO or equal(U.O.N.) RECEIVED Ap,pRpVEQ ; eY 1991 cm o aLalvT►cEac OU1,:DING OFF'CE City of Atlantic Beach UN 4 6 137 Building and Zoning .s jar Jeffrey K. Hulsberg P.E. (904)886-2401 :.^c;c• _- .^y-rte' ....Gs.n _, ong- K K O 2'fO FO.LA5f 15 u �. (7') 24"Ot. (13 w 21"Ot. Isl si I•a ueuri UL Riaz �ooa U2 Cos YFC&- Jl a5 ONLY MC&LW55 NOW :' 4 SwpLan Syy�-74 "LLisM&A nANs a r,� a Q srry � - 06 R o �K uPtsi U,67 Tc21IOU T9M : Mm� i T Ib WiS E 1 ®�:mipl�aae _ v1cf)IIUL F4 T12R a eu.M/FRM�L z� m N L igJ55E5 BRG.a 8'PL A-M l ialf a f0 MIM t0%4150N CAN.=FM N.LW,L5f00EStFMWVYMLV v� Y MS LAYOUT 15 Nf WW FGR U5< /6AaJMf0M55RJCA WA'V LOCAWN OF W"CfO15. wvfoaatwwAw4C6fm PRDPEK t�U"Fl/LEIIENf MD I�ORNIAt10N � f(.PA7lY FvMAK IMM5. v U ROOF FRAMING PLAN Ise NOT TO SCALE mss=:- 1-1 SHEET RECPIVED m�, 9 n 1997 City of Atlantic Sear-h Building and Zoning Simpson Strong-Tie Simpson Strong-Tie INSTALL MALE O' FASTENERS t EACH END OF STRAP BUILf7�P, /� f;I�S�ONSIBILIIY T WET 51MP50N CAM061 FOr COMM IWALLA110N CUUMLM5, AU, NAILS T Be 9JPPUW BY%LMP,, hey ,r,or CUNN. UPLIFT CcM UPLIFT H5 45511 EACH U1 MTS12 WOO* U2 TYPICAL — JACKS ONLY TYPICAL UNL1 55 NOT P 7�4Simpson Strong-Tie IWTALL -ILS TO son ong- ie ALLDV HORIZONTAL INSTALL HALF O' MaVEIENT OF TCtt 4-10d F END or SCxSSOtS TRUSS TF 3-IOO (�\ J 24" O.C. = S TC24 h10d , TC26 h!W 14-1 Od EACH ~ ~ CONNUPLIFT U3 UPLIFT TC24 590y 1 4 (2) MTS12 2000* L3ADS TC26 7400 J a REFER TO LAY130 < FAOF GG IIRSER u 1 a < a• MAX Q' so C2 s • OF 12d BALLS n v g s BUTCH CHORD Vl ^7 FF L M ALL TI?U55P-5 f3I',G. @ 8' PLATS N�ICHf Ht Hl T10 Hl H1 H1 � W Hl H1 H1 O T4 _ O T3 r2 O O 3 TI r U3 c1 O CA U y ^l TILIN fN v tP t�0 J T11G a vlet � 5 l 0 DESIGNER WW CHK BY M5t: HOLMES LUMBER CUSTOUER: � & JO6 5-1081 S DATE 1-19-99 PLAN99 m REVIsioNs U5 TR USS CO. PROJECT: l 13 H N V Y --I ot6550 ROOSEVELT BLVD. JACKSONVRIF- FL 32244 PHONE (904) 772-6100 FAX (904) 712-1973 Nf i ie � �:�s� jt^=+1�•"i i � son ..�. e � ^�-.,.._._._._,�___�� ', I,. 22-f-,d ROOF GIR:r:R ROS ':''00 ROOF 'NOTt DETAIL GIF�t-R GiROo^R REF. ENG. FOR xrled DETAIL 3 d DETAIL TRUSS PLACEMENT utlfie :B r NANGER I DO�tN_OAD I lPl.lFT HANGER I DOWNNL LAO UPLIFT HANGER I DOWNLOAD LPLIFT H2HGUs4e i 8128 202B* H3 HC�l1S4$ 7660= 1253 H3 I THA422 I 3?45= 1380= H4 Sim00-10d son Strong-Tie Simpson Strong-Tie Simpson SLron6-Tie �. ectr E1sex pop { �s+cm wr SEAR arae 9EIit . aanaF G FLOOR FLOOR •� ROOF BEAM BEAM BEAM HANGER DET DET��AILL0d o-ed WAd HANMR MR DOMILOAO I UPLIFT HANGER DOWN_OAO UPLIFT HANGER DOWN..OAD UPLIF HFL S48 I 2952= 1680- H6 Hh1Jaa4e 3M& 2100+ HB 0-918- 3110* . H9 Ra .Tie Simpson Strong-Tie Simpson Strong Tie Simpson Stroup-Tie O NS TALL HALF OF Q FASTENERS o EACH 4-ad ENO OF STRAP ^�I r SCM CCl06 i 9lJ1R E-' :1-OOR FLOOR SEAM SEAM ^`I )ETA1L DETAIL C.14 W 15d H IBI HANGER I DOW LOAO I UPLIFT conA UPLIFT CONN. I uPL1FT � Hll H-ousS.5 Sam# 3555* Hll 455= EACH UI MTS12 I 1000* U2 BUILDER / FRAMER RESPONSIBILTY TO r� REFER TO SIMPSON CATALOG FOR COMPLETE MTALLATION GUIDELINES ALL NAILS TO BE SUPPLIED BY 9JLOER O� U6 PECYBACK SPECIAL m '0.0, 2:11•3 WJ+FR OF EETTER . 0.o. . . . . CONTUJXS LATERAL BRACD�& AT 2{'QC, E. ATTACN TO EACH TOP CHORD WITH 0 16d NAGS. E1fl•ER OW OF BFL C MATERIAL TO BE THEM RATE SLPPLIED AND ATTAOWED AT LOCAT1DrS ISvARtEs BOTH ENDS TO A SLSTAILE AgFTA9_E SLPPCRI BY ERECTION CCNTRACTDZ l..l TYP. PSGGYBA SPECIAL PLATE IS TO BE ATTACKED Cl TO BOTH FACES OF PrZYBACK F2 SPACAG 4<PLATESS KST hCTT EEX EACH VERTICALSCEEV-T ON CENTER f= sH ATTACH WITH 141 imd NAILS EACH FACE - - 51m�son Strong-l ie i ��Simpson �. c¢s:SHEAR =:: _' OWLE P mac vem WLK ROOF GIRDER 14-led -15d �;' 22- DETAIL ^-10d 5-164 B-10d 8-It HANGER I OO'r1NL CAO 1 LP r iHA1,CE 2 I DLW.L.DAD I UPL77 W44GER OOWNLOAO U-LFT HANGER I DOWNL.OAO rtJS25 1 2592= Roe= rel H.1526 324& L55& HI H-t1S48 3236• M& H2 HAJ548 49200 51mpsOn Str-ong-Tie Simpson Strong-Tie T6TALL NALS TD impsori _t ALLOW H7C WTAL MOVE!£NT OF TU4 4-ad 5C6531S TRJIS TC26 rrl0d roar aemae ROOF ROOF FT)rt tPLFT BEAM tAM DETAIL DETAIL 3r�*d TT1= IB-Bd 18I6d 26 5 20."WL"Go= HANGER O0W?lL0A0 UPLL�T HANGER DOWtJL:0 LPLF7 LPLIFT TC24 4x05- j DOWNLOAD HGLJS48 j 6702= 22181 H�IH3JS46 766& a35= H5 LOADS TM6 505* H6 THgn 7e� Simpson SU-ong-Tie Simpson Strong-Tie Simpson Strong-Tie Simpson 5 r • � r OD.HLE 4EM OOtAE SFN1 OC.f.�L 4£Nt C� rNLtL w�L►G w11.tG ROOF FLOOR FLOOR EEAM SE BEAM HANGER HANGER HANGER CIETAIL DETAIL DETAIL 5s-md 36.164 HANGER 1 DOWNLOAD I UPLIFT R&GER 1 Oa*4LI UPLIFT HANGER Da*UAD UPLIFT H ic'-R OOWNLOAD 1 11335= 3555+ I H9 HQJS46 5040■ 1 2026= 10 Har,48 57WO 2535: IH10 H3-65; I 7256N ovum S-P— Straw-Tie cuum SwPoon SU a c Tie UKZH SY^Pear Simpson SLronp-Tie MULL wA I-V z ftr 9w T6TAl_HALF OF "Me TYPIUt "M T t 3JB'M1dti1 WA A.WASHM rroc FADO OF o AP fT�EPD NW TYVCAL � E!D STRAP 5/A FtlST Ba.T Tc I TtFEACFD ROD -'•, POST W L!ULT 5/8' Zr�d RFJID7m w �-T TYP 381 REO.Rrm 14 10d EACH CONN. Lf'LTF TCONN. I FT 1CONN LPLJF w MT512 200e+ U3 %z) Pfl2A 2 PLY GIRDER 327 U4 MT �� U5 14I hO2n ;PLY 3 PLY GDICER 3315 BRACTG 5CHM 1 F KTQ SPEED BASE ON 90 PIPH BRACTG SD EMll NTO SPEED BASE CN 1W PPH VERTICAL LENGTH VERTICAL.LEAGTII e-8'zw2 al PTE 4-B • SQ2 P7E 8-17 2X5+2 Sa PTE/0 2X4$12 SCL PTE 6-1Z 2X6#2 Sa PTE/0 2X4.2 SOL PTE IZ-14 2X8 Q SQ PTE/0 ZKA 82 SQ PIPE 12-K 2x8+2 50.PTE/0 2X4 42 SII PTE eRACM CPT.12d TIE NALS a 6 OX-STAG. BRACDC CPT.12d TOE NAILS `o S'ClG STAG �E MOTE BRACING GA e 9T3C I NDTE BRACTG VARIES FRD"1 TOP Tp BOTTOM 2X4 Oi1TLOCKERS TYP. 2x4 42 S0.PTE FROM TOP TO 87 12 SGB N/12d a 4'OC. 2X4 MM VARES r-- aY amJER CDNTu—s SLFFQRT FFI CO'TII Q3LS SIPPORT Job' 5-1081 LOT 13 T) 30' HIP 7' SO THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONSSUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N : T2 2x6 SP /2 N. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x6 SP if Dense UPLIFT (LB�: 1260 1260 WEBS 2x4 SP 03 BRG.LOC IFT • 0.00 29.71 TRUSS DESIGNED FOR 100.00 MPH MIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF ITOP) AND 5.00 PSF (BOTTOM). RECOMMENDED CAMBER 1/4' AT MIOSPAN BETWEEN BEARINGS. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) ------------------ -------------------------------------------- •1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER(0-Gravity (-)=Uplift REQUIREMENTS - (+ ) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ------------------- ----------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. IRNA UPLIFT MxIE om* HANGER MMM H5 -4550(Jacks Only) HUS26 - + 2751/ -12860(fOd 1ply) M7S12 - -10000 MJS26 - + 33150 -1550! 16d 1ply M7S12 -20000(2 Each) HHUS48 - + 42990 -1660! fOd 2ply MTT28B - -37860(2 Each) I"d) 1}�48 - + 51800 -20000 16d 2ply MTT288 - :44550(2 Each (16d) fiGl134B - + 66401 -2!990 10d 2ply MST60 46880({Per 2ply) HGUS48 - + 80000 -26500 16d 2ply CS150 1650#(Each) I HGUS5.5- +113350 -39450 16d 3plY REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS f- 30' -I I-- 7' -+ 16' + 7' -� 8X103X4 f ZX3X10 5t7 1.5X3 1.5X3 3'3'! 1 4X8 (A1) 10(83) X4 XHS41 XIO 3X5 r� 30. FAC li s I Dr a F R=2976# W=3"8 578' 578. R=2976# W=3"8 T, -AytItit. Iu' lief 4 ON 04 STUD CRV ' f�'.A4E Rrt/ /4.v&N09 /30CT 1c/irH-/N TAG X21 SRO: 7574 PLT, TYP.-ALPINE DESIGN CRIT-TPI OTY - i TOTAL - i REV. 17.2m SCALE -0.1875 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 04/14/95 TC LL 30.0 PSF REF (�2 x*IMPORTANT*X SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND C� i t\\IVB DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. oR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN .LT`�/ 'I��i� TC DL 7.0 PSF DATE 04/14/95 n ttUtV,v1AUt FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE V ALPINE CONNECTORS APE MADE OF 20GA GALV. STEEL MEETING AST" OUIREMENTS. UNLESS OTHERWISE INDICATED. TDP - - BC DL 10 0 PSF DRWG O AAA6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY GRACED WITH PROPER - - 5605 - BC L L 0 O PSF LIR K TRUSS AND l/NLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD " CONNE C TOPS PER DRAWINGS 130. 150 G I6oA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF - TOT.LD. 47.0 PSF O/A LEN. 30-0-0 Nd Q CONFORM W/APPLICABLE PROVISIONS OF NOS X TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/l/011 FOR PROPER - * P'� SCAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �, EORtO Q `- DUR.FAC. 1 . 33 IH 0N., , ANO SHALL HOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. -- Job: 5-1081 LOT 13 T2 30' HIP 9' SB THIS DWG PREPARED FROM COMPUTER INPUT LOADS f: 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 (LBI: 710 710 WEBS 2x4 SP /3 BRGUUPPLLIFTCBASED ON 0.00 PSF7TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ------------------------------------------------------ -------- TYPICAL SIMPSON OR EOUAL UPLIFTMANGER REQUIREMENTS. (+)-Gravity (—)-Uplift 1 ------------------- ---------- UPLIFT NNN NMN HANGER NNN H5 - -455#(JaCkS Only) HUS26 - + 27510 -12860 IfOd 1p1y1 NTS12 - -10000 HUS26 - + 3315# -15500 16d 1ply MTS12 - -2000# 2 Each (( HHUS48 - + 42990 -16600 10d 2ply MT728B 3786 E chMT7288 - -4455# 2 Each (16d) HGLIS40 - + 6640# -2199/ 10d 2ply MST60 - -46880 Per 2ply) HGUS48 - + 80000 -2650# 16d 2ply CS150 - -1650# Each) +113351 -3945# 16d 3ply ------1--HGUS5.5- --------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS �9r 12' ~-9r �l T 5X71.5X3X7 1.5X3 1.5X3 _ e v 3X5(A 1) X5(A1) X4 X3X4 3X' R=1513# W=3"8 R=1513# W=3"8 c TY 22 is PL PLY. DESIGN CRIT-TPI OTY - f TOTAL - f REV, 17.2m SCALE7-0. 1875 I ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUITIE EXir1E11E CME 04/14/95 TC LL 30.0 PSF REF *IMPORTANT** SHALL NOT BE RESPONSIBLE FOR AMY WARNING IM' HANDLING. ERECTIDW ANO tv 11LTC DL 7.0 PSF DATE 04/14/95 OEVIALION FaOM t"IS DES(WI OR THESE SPECIFICATIONS. OR ANY BRACING. SEE M18-B1 BY IPI. SEE THIS DESIGN �1 f�r.FATLURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT DRACING RE _ `ALPINE CONNEC IORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS UNLESS OTHERWISE INDICATED, TOP _ BC DL 10.0 PSF DRWG ARAB GR B EXCEPT AS NOTED. APPLY CONNECIORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPERS60B - TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTAC ED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0•0 PSF JRK [OLI1EClORS PER DRAWINGS 130. 150 G (BOA-F. OESIGN SIANOARpS WITH PPOPEaLY ATTACHED aTGtO CEtLTMG--SEESTATE OF _ TOT.LD. 47.0 PSF OSA LEN. 30-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 47/1/911 FOR PROPER _ — GRID r, SEAL ON .IS DRAWING APPLIES 10 tHE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' IN ONLY. ANO SHALL NOT M RELIED IPPON IN ANY OTHER MAY. DESIGN 10 ITE TRUSS ERECTION CONTRACTOR. IN EpS.� ` Job' 5-1081 LOT 13 T3 30' HIP 1 1' SB THIS OK. PREPARED FROM COMPUTER INPUT 1LOADS C DIMENSIONS1 DIMENSIONSSUBMITTED SY TRUSS MFR. TOP CHORD 2x4 SP 02 N :T2 2x6 SP 02 N: - PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 710 710 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 29.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED ■ 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS M-Gravity F)-Uplift ------------------- -------------------------- xn* UPLIFT NNN NNN HANGER NNN H5 - -4550(Jacks Only) HUS26 - + 2751/ -128601fOd 1ply NTS12 - -10000 HUS26 - + 33150 -15500 16d 1ply� MIS12 - -20000(2 Each HHUS48 - + 42990 -16600 10d 2ply MTT288 - -3786012 Each (10d) HHUS48 - + 51800 -20000 16d 2ply) MTT288 - -44550(2 Each (16d HG 48 - + 66400 -21990 10d 2ply MS760 - -46880(Per 2ply) HGUS48 - + 80000 -26500 16d 2ply CS150 - -16500(Each) HGUS5.5- +113350 -39450 16d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 5X7 (R) T2 7(R) T 5 C;-,- 1 .5X3 1.5X3 v 3X5 (AI) 3X5(At) �f X X4 �8H l 3X4 ) f—� 30' R=15131E W=3"8 R=1513E W=3'8 r TAG T19 DESIGN CRIT-TPI OTY - i TOTAL - 1 REV 17.2m SCALE7-0 1875 7 E� ALPINE ENGINEERED PRODUCTS, INC. 7 /� iD155E5 REQUIRE EXTREME CARE 04/14/95 TC LL 30.0 PSF REF 2 X X 1 MF ORTANT X X SHALL NOT BE RESPONSIBLE FOR ANY WARNING NU IN NANOLIND. ERECTION AND TC DL 7 .0 PSF DATE 04/14/95 SPACING. SEE NIS-91 BY IPI. SEE THIS DESIGN LLH DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY ( NN (� FAILURE ID BUILD THE TRUSS IN CONFORMANCE WITH OS188 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT SPACING NE _ ` V� _ ALPINE CONNECTORS APE MADE OF 20GA 6ALV- STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP _ BC DL 10 .0 PSF DRWG A446 GR 6 EXCEPT AS WED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 "J\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD _ M _ BC LL 0.0 PSF JR K CONNECTORS PER DRAWINGS 130. 150 C 160A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING SEE STATE OF TOT.LD. 47.0 PSF D/A LEN. 30-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/90 FOR PROPER * P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �O pUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. F'Hf F�'NS ----- - _ Ivor- Job: 15-1081) LOT 13 T4 30' HIP 13' SO THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS C DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 80T CHORD 2x4 SP 02 N UPLIFT (LB): 570 570 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 29.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS-LATERAL BRACING AT 24' O.C. OR FULLY OPEN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ------------------------------------------------------'- ------ TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Grav 1 ty (-)-Up l i f t ---------------------- -------------- *xx UPLIFT TIM■ MMM HANGER MMM -455#(Jacks Only) HUS26 - + 27510 -12860 fOd 1p NTS12 - -10000 HUS26 - + 33150 -15500 16d 1ply MTS12 - -2000#(2 Each) HHUS48 - + 42990 -16600 10d 2ply MTT288 - -3786f�2 Each 10d) HHUS48 - + 5180# -2000# 16d 2ply MTT288 - -44550(2 Each1) 16d1) HGUS48 - + 6640# -2399# fOd 2ply MS760 - -4688# Per 2ply) HGUS48 - + 80000 -26500 16d 2ply CS150 - -1650#(Each) 1 HGUS5.5- +113350 -39450 16d 3ply --------------------------------------------------------------- - REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �• 13' -}- 4' -T 13' -� 6X4 X5 T 5 p 1 .5X3 1 .5X3 rn In 3X5(A 1) X5(A1) X4 3X5 3X4 } 3X 30' R=1513# W=3"8 R=1513# W=3"8 } TAG = T18 SEO: 8716 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY - f TOTAL - f REV. 17.2m SCALE -0.1875 t ALPINE ENGINEERED PRODUCTS. INC. RXN "REou" EXTREME CARE 04/14/95 TC LL 30.0 PSF REF x)(IMPORTANT)(*SHALL NOT BE RESPONSIBLE-FOR ANY ARNING IN HANDLING. ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY MACIN6. SEE HIB-91 BY TPI. SEE THIS DESIGN � lTC DL 7•0 PSF DATE 04/14/95 FAILURE TO BUILD THE TRUSS IN CONE ORMANCE MIIN OST6B BY NPT. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE � USALPINE CONNECTORS APE MAO[ OF 20GA GALY. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10•0 PSF ORWG A446 GR 9 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 CIXM M BC LL 0.0 PSF JRK CONA;CZ'.3^•S PER DRAWINGS 130. ISO G 16DA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.LD. 47 .0 PSF 0/A LEN. 30-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER ORIO* QP SEAL oN THIS DRAWING APPLIES SO i/E COMPONENT DEPICTED/ERE DRYWALL APPLICATION, FURNISH A COPY OF THIS �,c DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED WON IN ANY OTHER MAY, DESIGN TO THE TRUSS FRECT'.ON CONIRACTDR. lc1',),�� 5 _ rrn-� ,•� .nm ue.rnvu Rr a.�.. - ,•` SPA(:TrIF. —. ". TVnr HTPq t - Job: 5-1081 LOT 13 T5 30'0" COMMON 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. (1991 SBC) BOT CHORD 2x4 SP i2 N UPLIFT ILB): 570 570 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 29.71 TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT MITH DEAD LOAD OF 5.00 PSF (TOP$ AND 5.00 PSF (BOTTOMI . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE,LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. -------------------------------------------------------s------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS' (+)-Gravity (-)-Uplift --------------------------------------------------------------- MMM UPLIFT MMM MMM HANGER MMN H5 - -455/(Jacks Only) HUS26 - + 2751! -12860 fOd (ply MTS12 -1000/ 1 HUS26 - + 33150 -15500 16d fply MTS12 - -2000/(2 Each) Ii�S48 - + 42990 -16600 10d 2ply MTT28B - -37860(2 Each ttfOd))i HUS48 - + 51800 -20000 16d 2ply MTT288 - -4455012 Each t16d)I HGUS48 - + 66400 -21990 10d 2ply MST60 46880(Per 2ply) I HGUS48 - + 80000 -26501(160 2ply CS150 16500(Each) I HGUS5.5- +113350 -39450I16d 3ply) --------- --------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 15' -} 15' 5X4 T 5 v 1 .5X3 1.5X3 n U3 3X5 (A 1) X5(A i)IR B, X4 3X5 3X4 �--� +- 30' R=1513* W=3"8 R=15131 W=3"8 PLG SED: 103222 T. TYP.-ALPINE DESIGN CRIT-TPI OTY - 4 TOTAL - 4 REV. 17.3 SCALE O.f875 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 04/14/95 TC LL 30.0 PSF REF t x*IMPORTANT*x SHALL NOT BE RESPONSIBLE FOR AMT ARNINGIN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR AMY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN tTuss .� TC DL, 7.0 PSF DATE 04/14/95 FAILURE TO BUILD THE TRUSS IN CONE ORMAMCE MITH OS/BB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RETALPINE CONNECTORS APE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTSUNLESS OTHERWISE INDICATED, TOP BC DL 10.0 PSF DRWG A446 GP B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORO SHALL BE LATERALLY BRACED MITH PROPER 5606 IPUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M BC LL 0 •0 PSF MSK CONNECTORS PER DRAWINGS 130. 150 L ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.L D. 4 7.O PSF D/A LEN. 30—0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS 6 /P1. AN ENGINEE"'S ALPINE TECHNICAL UPDATE 17/1/91) FDR PROPER * �. SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' �. E D Rte ? OUR.FAC. 1 .3 3 i IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY DESIGN TO THE TRUSS ERECTI11* TRACTOR, '' INE Ems`', _. ,ter - ra11 PI ATF race TurF, 1 7 24.0 TVPF COMN 4- ' HIPS VAULT YSB THIS OWS. PREPARED FROM COMPUTERT ILOADS 9 DIMENSIONS) SUBMITTED BY TFIUSS MF TOP CHORD 2x4 SP 12N BOT CHORD 2x4 SP 12 N :92 2x4 SP /f N. 3 Complete Trusses Required WEBS 2x4 SP 13 PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT. NAILING SCHEDULE: (,.131x3.0_g.Jtails) TOP CHORD: 1 RON Q 16' o.c. TRUSS HAS VERTICAL DEFLECTION OF 0.93' DUE TO LIVE LOAD BUT CHORD: 1 ROW 0 16' o.c. AND 0.31" DUE TO DEAD LOAD AT THIS POINT. WEBS . 1 RON 0 4' o.c. REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING 11 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFTB : 1130 1130 BRG.LOC FT : 0.00 29.71 TRUSS DESIGNED FOR 100.00 MPH WIND 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOPI ASID 5.00 PSF (BOTTOM) . ENCLOSED OR FULLY OPEN BUILDING 11991 SBC) --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (*)-Gravity 1-1-Uplift --------------------------------------------------------------- NNx UPLIFT NNx xxx HANGER NNN 115 - -455/(Jacks Only) HUS26 - + 27511 -12861 fOd 1p1y H1312 - -10000 W926 - f 33151 -15501 16d 1ply HIS12 - -20001 2 Each HHUS48 - f 42991 -16601 10d 'ply M1T288 - -37861 2 Each �10d) HHUS48 - ♦ 51801 -20001 15d 2ply MTT208 - -4455112 Each 160 HGUS48 - • 66401 -21991 fOd 2ply NST60 - -46881 Per 2plyl HGUS48 - t 80001 -26501 16d 2ply CS150 - -16501 Each) HGUS5.5- 4113351 -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. �-- 30' -( 7' 5X6 16' —►�--7 1.5X3 X7 JX4 X6 1.5x3 316(A1 1 9�f1 5X9 X6(A1 , ,2.55X9 It�c� (j) TPPLI @ 671 STUD oN E/4 . 1$--7'4"8 �j. 15'3" - --7'4"B --}-� :110' OF TauSS . FCl9cF r'T,✓ AA/040e l3oLT kf 0TH-l1'j Cc" Of: T2.usS . -30' -( R=2972/ W-3"8 R-29720 W=3"8 E PLgg T1 SEO' 42899 1. TYP.-ALPINE DESIGN CRIT-TPI QTY- 1 PLIES- 3 TOTAL- 3 REV. 17.2m SCALE -0. 1071 ALPINE ENCINEEPEO INIMC►S. INC. IAUSSES PEOUIPE ctIPENE CANE 10/06/94 TC LL 30.0 PSF REF W x I MPOR T AN T W x 9,ALt Nat OE PESPONSIBLE ran Apt, WAnNING IN HANDLING, ENECIION AND 1T11, MVIAIEON rlNw nqS DESIGN 00 IHISE SPECIFICATIONS. DP ANY BRACING. SEE 1419-21 By IPI. SEE ?"IS OES)" •` f'•., TC DL 7.0 PSF DATE 10/06/94 rAllaK 10 BUIIO If( 041093 IN C01/Orof1rN:I NIM OSIB9 Br IPI. rOn AOOIIIONAE SPEC t.E PE NNINFNi BRACING PE - O ALPI coNEaals ARE N.oF D aocA cAtr. STEEL 1EErIlA ASTM pgn[NENt9 W E59 OUrtmISE IMuuro. IOP - ©C DL 10.0 PSF DRWG O AA4B tR 9 ExCEPi As 110(E0. APPLY CONNrcions 10 EAC"FACE OF C10PD SHALL BE tAIE"AI.LY MACFO*114 PIIDP[N - 5606 - InUS9&MO,fAE9s ojfq ,ISE toCAIrD ON THIS DESIGN. POSIr1ON Lr AITACIRO PLYN000 9rt►IHINn. 90110-C1OIY7 N DC LL 0.0 PSF US [aPEtroas IEP OnArINGS 130 IDD t Ino.-r. OEltaN Su1AAnos WITH PnOPEIIIr At/Abrtp PIOtO[E(LINO -- SET STAVE DE TOT.LD. 47 .0 P5F 0/A LEN. 30-0-0 COMOPM r/APPLICA9tE PROVISID"OF NOS t IPI. AN[NGINFEP-9 ALPINE IECITNICAL UPOAIE Ir/1/911 ton PnOPEFV EDnto* , SIAL ON THIS DRAWING APPLIES To "E C0N 0%[Nl aviGl[O KFIE OnY"ALL APPLICATION FUMI91 A COPY a INIS F _.�c.Q OUR.FAC. 1 33 IN 011x. AND LOLL NOV BE IELIED UPON IN ANY OWER NAY. DESIGN TO ?HE IEKISS EPEVION COMPACTOR. INE L^-.`` A__TP . 1{U5 AI NSt I,J} =F7 1�`3! NAIIOHA r•.-.... - 1-11104 FOR VOW CONl1PUC1T0" ''1,,,,,, SPACING SEE ABOVE TYPE Spec job: -27751 LOT T7 ' HIE§ VAULT 1"15 DW2, PA FROM CMMIJR INPUT (LOADS N T1 O BY IMSS MFR TOP CHORD 2x4 SP 12 N :T2 2x4 SP 11 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 11 N :B2 2x4 SP /2 N. UPLIFT JLB): 580 580 NESS 2x4 SP 13 BRG.LOC FT): 0.00 29.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 11991 SOC) MIND SPEED ■ 100.00 HPI. MEAN HEIGHT - 15.00 FT. ENCLOSED PROVIDE FOR 11011I2ONTAL MOVEMENT AT ONE SUPPORT. OR FULLY OPEN TRUSS HAS VERTICAL DEFLECTION OF 0.75' DUE 10 LIVE LOAD TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIRENENTS AND 0.41" DUE TO DEAD LOAD AT THIS POINT. (#)-Gravity (-)-Uplift ------------------------------------------------------- ------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. xxx UPLIFT MNM fix TO HANGER NMN HUSi BE PROPERLY ATTACHED 10 THE BOTTOM CHORD. 115 - -455/(Jacks Only) HUS26 - 1 27511 -12061 10d 1ply NTS12 - -10001 HUS26 - # 33151 -15501 16d iply MTS12 - -20001 2 Each HHUS48 - a 42991 -16601 10d 2ply NTT288 -37861 2 Each �10d) /1110348 - s 51801 -20001 16d 2ply NTT288 - -44550(2 Each 16d HGUS48 - # 66401 -21991 'Od 2ply NST60 - -46881 Per 2ply) HGUS48 - s 80001 -26501 16d 2ply CS150 - -1650#(Each) HGUS5.5- #11335/ -39451 16d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS P9' -T• 12' 5X9 i&u T2 X9 ., 1 .5X3 y t7 I.5X3 3X8(A f) 1 10.1 5X6 X8(A I) 1 2.5 —j— 82 5X6 30' R=15090 W-3"8 R=150911 W-3"8 TAg - T2 SFO: 42901 PLT. TY .-ALPINE DESIGN CRIT-TPI OTY - f TOTAL - f REV. 17.2m S ALE -0, 1875 ALPINE ENGINEEF*D P110MIS. INC. IMASES PEOUInE E,IAENE CAPE 10/06/94 TC LL 30.0 PSF REF 2 x*IMPORTANT(x gULE N01 sE PISPDNSIM EDn ANY ARN I NG IN NAmm wa. [n[CfIDH AND \'\ otvlAlloN mom 111Is DtsiGN an imm spuirICAIIONS. On ANY BRACING. SEE Mil Of aY EPI. SEE IVIS DESIGN `II US ' TC DL 7 .0 PSF DATE 10/06/94 (t rA1l UK to SUILO III[ MUSS IN CDWOEENANCE III1N Ostas SY IPI, TON AOOIEIONAL SPECIAL Pf"HANENi anicim EE , v ALPINE CO"Cions AOE wAOr a aow cALv. STEEL NE[7 ENa AS IN OUInE E'FN15. UM-FSS DEn[EMISE INDtcAfED. Em _ _ 0C DL 10 .0 PSF DRWG O 4446 GP a EAttPI AS"DIED APPLY COMNCIOnS 10 EAC"FACE Or CIOPIO SNAIL Of LA/InALIY onAtto w1111 PnoPEn _ 5606 InUSS Awn lPAt%S DN(nwISE IOCAIFO ON "117 DESIGN. POSITION lY AIIACI(O PLYWOOD 91F►I"INA. 90110»CII" N 13C LL 0.0 PSF LJS CGN.I[CIDA7 PEP OnAwING7 130. 170 E 1604-F. DESIGN 71ANOAPG7 will#PnOP•trkr AI#AUIEO"IGiO CEILING -- SEE - STATE OF _ TOT ED. 47 .0 PSF Q/A LEN. 30-0-0 COWWW w/1'IA"aw:nOVISM"S OF NOS C IPI AN EWIMEP'S ALPINE [ A _ PPOI•EP ► t'= 33 SEAL ON 1II PLIES ID I' v I _—IpN—#A COPY OF 11115 � �0mo Q f u L LPDAI[ r/v7# ron F DUR.FAC. —-- DESIGN ' Iw 0•+, E COwnONENr DEPICTED II[P1t Onvw4ll rrLttATION pP, r. AWE�I r A SPACING 24.0" TVPF W q,t 1. >Of �r nCl1E0 '• OII A MAY, 7 . r A _ -— .. I.......I ... ob' 4- 77 T ' HIPS VAULT 11 -58 THIS Pp PA 0 FROM CMTCR INPUT ftOAOS C 21MENSIO"51 SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP II Dense :B2 2x4 SP 01 It UPLIFT L8 • 580 570 NESS 2x4 SP !3 BRG.LOC FTI: 0.00 29.71 UPLMINDIFSPEED O 100.00 MPH. M00 PSF EANA� piT LOAD., 1 .00 FT. ENCLOSED PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT. OR FULLY OPEN NCL A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR E(K)AL UPLIFT/HANGER REOUIRENENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 10'Gravity 1-1-Uplift 4. ----------------------TATA_- L------- NNx UPLIFT xxx NMN HANGER NNN 1 H5 -455J(Jacks Only) HUS26 - E 2751/ -12860110d 1ply 14TS12 -10001 HUS26 TOO ♦ 3315T -1550/ 16d fply HIS12 -20000 2 Each HMUS48 • • 42991 -16600 ISd 2pITy N11200 -3786! 2 Each IOd HHUS48 ■ ♦ 5180! -2000! f6d 2ply NT1288 -44551 2 Each �16d HGUS48 ■ • 66400 -2199) ,Od 2ply CS150 -16501 Each)plY) HGUUSS5B5- ♦113351 -39450 f6d 3ply ------ REFERENCE HOLNES LUNGER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 5X6 3X4 6 T a p 1 .5X3 ;Z! 1.5X3 14 SX 12 1 3X8 IA 1) 2 f X(83 1A t) e2.5 5X12 ��- 30' R-15091 W-3"8 R-1509/ W-3"8 TAY.-TT 3 SEO' 42907 PL. Y .-ALPINE DESIGN CRIT-TPI OTY TO, f TOTAL - f REV. 17.2m SCALE -0.1875 ALPINE ENGINEERED PT1000CTS. INC. TRUSSES REou1RE E11IIIENE CARE 10/06/94 TC LL 30.0 PSF REF t XXIMPORTANTNX gulf Not x REsr4miott Fm ART ARNING IH HANDLING. E/ECIIDN ANO OEv1AVION IRON IN19 DESIGN m T ESE SPECIFICATIONS. m AN. Dn.C1No. SEE IIID-DI SY Int. SEE THIS DESIGN _ 1C DL 7.0 PSF DALE f0/O&/94 FA(TUFF 10 WILD FIE 1ruSS IN COrl Om1AN[( MIIN OsiOO oT IPI, FOn AOOIIIW►l SPECIAL PERMANENT onAC1N0 RE ALPINE CONNECIDM A^E MADE OF ?OCA DALY. STEEL MEETING A9/N OUINENENI9, t"m OIIERNISE INOICAIED. mo _ - BC DL 10 .0 PSF DRWG ATAB GR O EXCEPT AS NOTED. APPLY COMMCIOP9 10 EACH FACE OF [1100 SHALL BE LATERALLY B1IACEO WITH PROPER - 5606 _ rnHSS AND UNLESS OHERNISE LOCATED m 11411 DESIGN. POSITION LT ATIACTED 14TIIOOD SIEAIHING, BOTTOM COMM M BC LL 0 O PSF LJS CONNEc10113 PER m.MINGS 130. 190 E ISGA-F. DESIGN STANDAPDS WITH PROPEFEY 411ACPEU 111610 CEILING -- SEE SIATE OF TOT.LD. 47•0 PSF COMOnN M/APmICAetE 'Ma 131"d NDS C TPI, AN ENGtNFER'S ALPINE TMNICAL UPDATE 11/1/911 Fm Pnp;R p 0/A LEN. 30-0-0 stat, ON IHTs onAMiNc APPTIE9 10 HE COMPONENT DEPICTED HErE mTIIALI AN`PLIUIION. FUFNIM A Corr tN -NIS EO Eo 1 .33 IN ONLY. AND tYIAIL Moi B[ RCL IED IRON IN ANY 011ER MAY DESIGN IO THE IRt77S ERECTION CONIRAtim. � DUp.FAC. •. INE Ems'.` °'• �2.5QRZ 'Ir SPACING 24.0" TYPE spec . - :. .. ,_(,.;Tt1uIE �� ..1••tu;r,I sDn T 1 N r Irl Job: (5-1081)_ LOT i T9 30' HIP VLT 13' S8 THIS DWG. PREPARED FROM COMPUTER INPUT ALOADS G DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N : T1 2x4 SP I1 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N :B1 2x4 SP /1 N: UPLIFT (LB): 710 710 WEBS 2x4 SP 03 :W6. W7 2x4 SP 12 N: BRG.LOC (FT): 0.00 29.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT. OR FULLY OPEN (A) 1X4 -T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REDUIREMENTS Bd NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY M-Gravity (-)-Uplift ERECTION CONTRACTOR. -------------------------------- ---- ---------------- NNN UPLIFT NNW NNN HANGER NNW A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. H5 4550(Jacks Only) HUS26 - + 27510 -12861(fOd 1ply MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -10001 HUS26 - + 33150 -15500 16d 1ply MTS12 - -20000(2 Each) HHUS48 - + 42990 -16600 10d 2ply MTT28B - -3786012 Each (10d H48 - + 51800 -20000 16d 2ply MT1288 W, -44550(2 Eachl (16d)� 48 - + 66400 -21990 10d 2ply MST60 - -4688/(Per 2ply) HGUS48 - + 80000 -26500 16d 2ply CS150 - -1650#(Each) ( HGUS5.5- +113350 -39451 16d 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �---- 13' r- 4- "�' 13' 5X8 ( X8 5v 3X4 (A) 3X4 rn in 3X8 (A 1) 1 .5X3 2 8.1 10 10 3X5(At) f X2.5 5X6 X 8X8 X �-� 13' 1"B -�• 16' 10"8 30' R=1513# W=3"B R=15130 W=3"8 TAG = T23 SEO: 7611 PLT . TYP.-ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL - 1 REV. 17.2m SCALE -0. 1875 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUTAE EXTREME CARE Q4/14/95 TC LL 30 .0 PSF REF X X I MPORTANT N X SHALL NOT BE RESPONSIBLE FORANYARN ING IN HANDLING. ERECTION AND DEVIAVIO14 FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �T' I �A� TC OL 7.0 PSF DATE 04/14/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSIBB BY TP1. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ , ALPINE CONr4C10R5 ARE MAGE OF ?OGA GALY STEEL MEETING AS1N OU IRE ME NTS. WiE55 OTHERWISE IEOICATI., TOP BC DL 10.0 PSF DRWG O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LITERALLY BRACED WITH PROPER - 5606 - TRUSS AND t ESS 0111ERWISE LOCATEO ON THIS Ix SIG", POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N BC LL 0 .0 PSF JRK CONNECTORS PER OPAWINGS 130. 150 [ 16OA-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF I (� CONFORM W/APPLICABLE PROVISIONS OF NOS L IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 For+PROPER = TOT.LD. 47.0 PSF D/A LEN. 30-0-0 ,\hEV�I E 0 R10I r SEAL ON THIS DRAWING APPLIES TO HE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS F Q , DUR.FAC. 1 .33 TN ONLY, AND 5H4ALL NOT BE PELIEO UPON IN ♦ Y DATER MAY. DESIGN TO ITE TRUSS ERECTION CONTRACTOR, INEE„;..�,- N 11, Job: (5-1081) LOT 13 T10 30' COMN V T THIS M PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED By TRUSS MFR. TOP CHORD 2x4 SP t2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 11991 SBC) BOT CHORD 2x4 SP 01 N •B2 2x4 SP 02 N: UPLIFT (LBH: 570 570 WEBS 2x4 SP 03 :W4 2x4 SP f2 N TTRUSS DELOC SIGNED FOR 100 MPHWIND15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM}. PREDICTED HORIZONTAL MOVEMENT IS 0.28- DUE TO LIVE LOAD ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED AND 0.15' DUE TO DEAD LOAD AT ONE SUPPORT. WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. --------------------------------------------------------------- DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REOUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. -------------------(+)-Gravity (-)-Up 1 i f t------------------ - ----------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NNN UPLIFT NNN NNN HANGER NNN= + H5 -455/(Jacks Only) HUS26 27511 12861 fOd 1ply MTS12 - -10001 HHHUSSS26 - + 33151 -1550/ i6d (ply MTT288 -37861((2 Each)) ((fOd HHW48 - + 51 01 -200001f6d Od 2ply MT1288 -4455112 Each) (16d) HGUS48 - + 66401 -21991 10d 2ply MST60 4688f(Per 2ply) HGUS48 - + 80001 -26501 16d 2ply CS150 16501(Each) ( HGUS5.5- +113351 -39451 16d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �—---- 15' -f 15' -� 5X6 (R) 3X4 X4 5 p 1. 1.5X3 1.5X3 co "12 3X7 (A I) 3X4 X5 (A i) 1 �a2.5B• 1-3 22 7X10 30' R=1513# W=3"8 R=15130 W=3"8 TAG = T22 SEO: 10326 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - 9 TOTAL - 9 REV. 17.3q SCALE -0. 1875 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIRE EXTREME CARE 04/14/95 TC LL 30.0 PSF REF I W W I MP O R T A N T N*SHALL NOT BE RESPONSIBLE FBF ANYWARNING IN HANDLING, ERECTION AND I (� TII11Ir1TC DL 7.0 PSF DATE 04/14/95 j DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY &FACING. SEE NIB-BI By TPI. SEE THIS DESIGN 91'FEV6' FA[LURE f0 BUIlO 114 1RIfi5 /N CD•EORMANCf NITN DSTBB BVTPI. FOR ADOITIONLL SPECIAL PEMANENT BRACING RE AALPINE CONNECtORS ARF MAGE OF FOGA GALV. STEEL MEETING ASTM DUIREMENTS. UNLESS DTNERNISE INDICATED, iDP - _ eC DL 1O.O PSF DRWG AAAfi CR 8 EXCE PI AS NOTEDAPPLY CONNECTORS 70 EACH FACE OF CHORD SHALL Bf LATERALLY BRACED U17H PROPERTRUSS ANO UNLESS 011rtRISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING• BOITOM CMORO BC LL 0 •0 PSF JRK CoN fCTORS PER ORANINGS 130. 150 C 1GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE `CONORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FDR PROPEaTOT.LD. 47. O PSF 0/A LEN. 30-0-0 '-SEAL ON TNIS ORA LNG APPLIES 10 llE COMPONENT [EPICTEO FETE DRYWALL APPLICATION. i1NNISH A COPY OF TNI! - DUR.FAC. i 33 IN ONLY. AM SHALL N01 BE RELIED UPON IN ANY OTHER WAY. DESIGN 70 THE TRUSS ERECTION CONTRACTOR, A CT /�T NnG - lg9i NATTnNAH OFSIr.N SPrCIr TrAT1oN Fon WOOD CONSTMX'TION �r r....�•rl SPA(,ING 24.0" TyPF Job: (5-10811 LOT 13 T 11 TC GABLE THIS DWJ. PREPARED FROM COMPUT A INPUT LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. BOT CHORD 2x4 SP #2 N EBS 2x4 SP 03 • A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) THIS GABLE END WILL SUPPORT UP TO OVERHANG ALONG THE TOP UPLIFT (LB): 120 PLF CHORD. REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STUD BRG.LOC (FT): OVER CONTINUOUS SUPPORT VERTICALS AND BRACING DETAILS. GABLE ENO HAS BEEN DESIGNED TO TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT, TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE ENCLOSED OR FULLY OPEN BUILDING. -- RESPONSIBILITY OF THE BUILDING DESIGNER. THIS TRUSS MILL ALSO ------------------------------------------------ SUPPORT 2'0' TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)=Uplift FOR GABLE STUD VERTICALS. UNLESS OTHERWISE NOTED: ------------------------------------------ FOR VERTICALS LESS THAN 4'0': 1.5X3 ALPINE, 13 WOODLOC. xxx UPLIFT r** ( IE1Ex HANGER xxx FOR VERTICALS GREATER THAN 4'0': 1 2X4 ALPINE. 23 WOODLOC. H5 _ -455#(Jacks Only) I HUS26 = + 27510 -1286#(10d 1ply) MTS12 - -1000# 1 HUS26 = + 33150 -15501 (16d 1ply) MTS12 = -2000#(2 Each) I HHUS48 - + 4299# -1660000d 2p Y) MTT288 = -37860(2 Each) (10d)1 HHUS48 = + 51800 -20000(16d 2ply) MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 66401 -21990(10d 2ply) MST60 - -4688#(Per 200 1 HGUS48 - + 80000 -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5= +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS THE BUILDING DESIGNER IS RESPONSIBLE FOA THE GABLE SHEAR WALL DESIGN, CEILING AND ROOF SHEATHING DIAPHRAGM CONNECTIONS, AND ALL TRUSS TO WALL CONNECTIONS. ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. T 3X4 � 5 d m 2X4(D1) X4 (D i) Li L1 R=188 plf W=4' SED: 10329 PLT, TYP6-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL = 1 REV. 17.30 SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 04/14/95 TC LL 30.0 0 PSF REF t *I MPORTANT)(M SMALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HID-91 BY TPI, SEE THIS DESIGN �TE. .,� TC DL 7.0 PSF DATE 04/14/95 FAILURE TO BUILD INE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `ALPINE CONNECTOR$ AREWADE OF 20GA GALV. STEEL MEET1NG ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP — BC DL 10 •0 PSF DRWG Aan6GR D EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON TH15 DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. B07TOM CHORD XBC LL 0•0 PSF NPW CONNECTORS PER DRAWINGS 130. 150 C I60A—F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILIJ-- SEE STATE OF 47 Q PSF 0/A LEN. B-O-OCONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL LIPOATE 17/1/91) FTOT.LD.$EAE ON iHIS GRAM(NG APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APDLICAT(ON. FUiWlSN A CO0 R[ `IN ONLY. AND SHALL N07 BE RELIED UPON IN ANY OTHER MAY. DESIGN TO TME TRUSS ERECTION CDNT � QOUR.FAC. 1EESPACIN'= "D� ^r—AF3L TRu55 PLANINSTITUTE NOS - 1991 NATIONAL DESIGN$PECiFICAiION FOR X000 CONS?R�,r �'N NI I TYPE Job: 5-1081 LOT 13 T 1 i 8*0* COMMON THIS DWG. PREPARED FROM COMPUTER INPUT LOADS s DIMENSIONS SUBMIT TE BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 220 200 WEBS 2x4 SP 03 TRUSS DESIGNED FOR 01 I 00 MPH WIND. 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360- LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- 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 ------------------------------------------------ 1 --------------- *** UPLIFT *** I *** HANGER *** H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) MTS12 - -10000 1 HUS26 - + 33150 -15500(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660#(10d•2ply) MTT28B - -3786#(2 Each) (1001 HHUS48 - + 51800 -2000#(16d 2ply) MTT288 - -4455#(2 Each) (164)1 HGbS48 - + 6640# -21990(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS -4- -+- -4' '1 4X4 O 5 v N 2X4 (A I) n X4 (A 1) 4-1 i.5X3 � 1 .4N 8• R=492# W=3"8 R=362# W=3"8 J TAG = T24 SED: 10333 1 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 4 TOTAL = 4 REV. 17.3q SCALE =0.5000 ALPINE ENGINEERED PRODUCIS, INC. TRUSSES REWIRE EXTREME CARE 04/14/95 TC LL 30 .0 PSF REF t *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN � VSf- TC DL 7.0 PSF DATE 04/14/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `ALPINE CONNECTORS ARE MADE OF 20GA GALY STEEL MEETING ASTM GUIREMENTS UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRWGA445GR B EXCEPT AS NOTED. APPLY CONNECTORS 19 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN- POSITION LY ATTACHED PLYWOOD SHEATHING- BOTTOM CHORD M BC LL 0 .0 PSF LJS CONNECTORS PER DRAWINGS 130. 150 C I6OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF47 PSF 0/A LEN. B—O—O CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI- AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER - .LO. SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS O Ride P: TOT 1 ,33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �� F Q; OUR.FAC. IN T AiINSTITUTE. NDS 99 NATIONAL GN PEC FT-ATIC4 F R " CONSTRUCTION �N/I ' �Z7�^?A^ _.!� TYPE COMM Job: 5-f0 f L 0 T 13 J 7' J THIS ONG. PREPARED FROM COMPUTER INPUT LOAOS 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): 220 200 200 WEBS 2x4 SP 02 N QRG.LOC (FTI: 0.00 7.00 7.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED ■ 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM OR FULLY OPEN REACTIONOF 220.17. ------------------------------------------------------/H `---- TYPICAL SIMPSON OR EQUAL UPLIFTANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. Gravity (-)-Uplift i --------------------+ MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- 010101 UPLIFT MMM 011111 HANGER MNU CONTRACTORS WARNING: H5 - -455/(Jacks Only) HUS26 - + 2751! -12860 fOd 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS NTS12 - -10000 HUS26 - + 33150 -15501 f6d iply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING HIS12 - -20000(2 Each) HHUS48 - + 42990 -16600 10d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 11TT280 - -37860(2 Each) 110d1I HHUS48 - + 51800 -20001 166 2ply) MTT288 - -44550(2 Each) (16d) HGOS48 - + 66400 -21990 fOd 2ply NST60 - -4688/ Per 201y) ( HGUS48 - + 80001 -26501 16d 2ply CS150 16500(Each) 1 HGUS5.5- +113350 -39451 16d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=220/ W=1"8 10'11'4 5 p m -r- 2X4 (A f) 4"1 B' _7 R=477# W=3"B R=76# W=1"8 i TAG = T4 SEO: 7840 PLT, TYP.-ALPINE DESIGN CRIT-TPI OTY - 8 TOTAL - 8 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRDOIltl3, INC. TRUSSES REOUIPE EXTREME CARE 04/14/95 TC LL 30.0 PSF REF xxIMPORTANTXm SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND ® t TC DL 7.O PSF DATE 04/14/95OEVIATION FROM TH15 DESIGN OR THESE SPECiFICAilONS, DR ANY BRACING. SEE MIB-91 BY TPI. SEE THIS DESIGN GL�H �FAILURE TO BUILO 114 TRHUSS IN CONFORMANCE WITH 03155 BT TPI. Fp1 AODl110NAL SPECIAL PERMANENT BRALTNG RE _ ` V� _ALPINE COHP+ECTOPS ARE MADE OF 20GA GALV. STEEL MEETING AS1N QUIREMENT3. tNIESS GINERWISE INDICAIEQ TOP _ _ BC DL 10.0 PSF DRWG AA46GR5EXCEPTAS NOTED. APRT CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED MIT"PROPER _ $606 - TRUSS ANO UAESS GTHERMTSE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD WBC LL 0•0 PSF GEBCDNNECIOPS PER DRAWINGS 130. ISO G 160A-F. DESIGN STANDARDS W17N PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.LD. 47.O PSF D/A LEN.CONFORM W/APPLICABLE PROVISIONS O NOS C TPI. AN ENGINEER'! ALPINE TECHNICAL UPDATE (7/1/911FORPROPER 7 O—OSEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COP, OF THIS LORIO� eP:' 1 .33 i TN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, F DUR.FAC. .--TPI nASS rn AIF TNSTTTUIF NOS • I'v'! T111 OFSir,N SPFrtrTrATIDN Fop WMn CO"ITjrr, 24,C' TYPfF ` ock Job: (5-1081) LOT J J THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS G DIMENSIONS SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP :2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N UPLIFT ILB): 200 200 200 WEBS 2z4 SP :2 N UPLIFTCBASED ON 010.00 PSFOTOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM OR FULLY OPEN REACTIONOF 145.70. -------------------`---------------------------------=--------- TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. +)_Gravity 1-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- NNN UPLIFT MNN NMN HANGER NNN CONTRACTORS WARNING: H5 - -45511Jacksi Only) HUS26 - + 2751/ -1286:(fOd 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000: HUS26 - + 33151 -1550:116d Iply� AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING NTS12 - -20001(2 Each) HHUS48 - + 42991 -16600(IOd 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. HTT2B8 - -37861(2 Eachf0d)� HHUS48 - + 51801 -20001 118d 2ply) MTT286 - -4455112 Each 16d HG(JS48 - + 66401 -2199: d 2ply}} MST60 - -4588:(Per 2ply) HGUS48 - + 80001 -2650: f6d 2ply) CS150 - -16500(Each) 1 HGUS5.5- +113351 -3945016d 3ply)) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R-1460 W=1"8 f0'f"4 5 F7 UT (U T 2X4�((A i) 4"t 8 I �- 1 H 6" 5' --� R=3910 W=3"8 R=49# W=1"8 TAG = T5 SEG: 7841 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY - 2 TOTAL - 2 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED Wi000CTS, INC. TRUSSES REOUIRE EXTREME CARE 04/14/95 TC LL 30.0 PSF REF X*I MPORT A N T XX SMALL 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 g"J�13SIL � TC DL 7 .0 PSF DATE 04/14/95 (� FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OSIBB BY TPI. FDA ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICAlE0. TOP _ _ BC OL 10 .0 PSF DRWG AAA6GRB EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER _ _IRUSS ANO IYLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0•0 PSF GEB CONNECTOPS PER DRAWINGS 130. 150 C 1GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 47.O PSF 0/A LEN. S-O-O CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECtW+ICAL UPDAIE 17/1/911 FON PROPERSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATIONFURNISI A COPY OF THIS DUR,FAC. 1 .33 IN ONLY, AND SMALL NO1 BF RELIED UPON IN ANY 01HER WAY. DESIGN TO 111E TPUSS EHFC1'.OH CONIRACIOn.---- — INEE '. CPnr7 D, n O Job: 5-1081 LOT 13 J 3' C J 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. 807 CHORD 2x4 SP 02 N UPLIFT (Lel: 200 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 3.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM OR FULLY OPEN REACTIONOF 59.72. --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EDUAL UPLIFT/HANGER REQUIREMENTS (0 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. -------------------- -Gravity (-I-Uplift ----------------------------------------- urr UPLIFT mmn MtIK HANGER NNN CONTRACTORS WARNING: H5 - -455/(Jacks Only) HUS26 - + 2751# -12860(!Od 1ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000# HUS26 - + 33150 -1550006d 1ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000012 Each HHUS48 - + 42996 -16600(IOd 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -37860(2 Each (10d)� HHUS48 W, + 51800 -2000#(16d 2ply MTT288 - -4455012 Each (16d) HGUS48 W, + 66400 -21990 fOd 2ply MST60 - -4688#(Per 2ply) HGUS4a - + 8000# -26500 16d 2ply CS150 - -16500(Each) I HGUS5.5- +113350 -39450 160 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=60# W=1"B �9'3'd 5 � T 2X4 (A1) r' 1 s_ f 1 '6" 3' R=3170 W=3"8 R=21x1 W=1"8 1 TAG = T6 SEO: 7843 PLT. TYP.-ALPINE DSSIGN CRIT-TPI OTY - 2 TOTAL - 2 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE ExI--CARE 04/14/95 TC LL 30 .0 PSF REF XX I MPORTANT H N SMALL NOT BE RESPONSIBLE FOR ANYWARNING tN HANDLING. ERECTION AND 1\ DEVIATION FROM THIS DESIGN OR 1FKSE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY IPI. SEE THIS DESIGN �% us 116- TC DL 7.0 PSF OATE 04/14/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE "11"OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ,O v\\\\\\v^ ALPINE CONNECIOM ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMFNIS. UM_ESS 01HER"ISE INDICATED, lop - _ BC DL 10 .0 PSF DRWG A4A8 GR B EXCEPT AS NOTED. APPLY CONNECIORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED"'IT.PROPER 5606 \\ "J\ TRUSS AND UNLESS OTHERWISE LOCATED ON MIS OESTGN, POSITION LY ATTACHED PLYWOOD SHEATHING. 00TTOM CHORD - N - BC LL 0 .0 PSF GEB CONNEC70RS PER DRAWINGS 1wHE , 150 L IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACK RIGID CEILING -- SEE STATE OF CONFORM M/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECINICAL UPDATE 17/1/911 FOR PROPER TOT.LD. 47.0 PSF O/A LEN. 3-0-0 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS IN ONLY, AND SHALL NOT BE RELIED UPON IN MY OTHER MAY. DESIGN TO 7ME TRk/55 ERECTID CONiRAC70R. % F QUA.Fac 1 .33 ___ EFTS m45 naE 1NS7ITnTF -ns �Q.nTVPF i ack i Job: 5-10 f LOT 13 J J THIS DWG. PREPARED FROM COMPUTER INPUT fLOADS 6 IMENSIONS SUBMITTED QY TRUSS MFR. TOP CHORD 2x4 SP 62 N *NWARNINGNU AN UPLIFT REACTION OF -1306 OCCURED ON A BOT CHORD 2x4 SP 62 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP 62 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB)): 200 200 200 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. (1991 SBC) MIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT, ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. OR FULLY OPEN i MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFTMANG£R REQUIREMENTS CONTRACTORS WARNING: (+)_Gravity (-)-uplift THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS --------------------------------------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MMM UPLIFT Mir■ I MMII HANGER MMM INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -4556{Jack5 Only) I HUS26 - + 27516 -12861 !Od 1ply) HIS12 - -10006 WZ26 - + 33156 -15506 16d 1ply)) MTS12 - -20006(2 Each) HHUS48 - + 42996 -1660# 1 O 2ply) MTT280 - -37866(2 Each (110d HHUS48 - + 51806 -2000#(16d 2ply) MTT288 - -4455#12 Each (16d N UUS48 - + 66406 -2199#(10d 2ply MST60 46886(Per 2ply) HGUS48 - + 80006 -2650#((16d 2ply CS150 - -1650#(Each) HGUS5.5- +113356 -3945#(16d 3ply ------------------- ----------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 2X4(A1) —i— 8.5.4 5 p T 4'1 8, �--1 -6- + i -� R=355# W=3"8 C TAG T7 DESIGN CRIT-TPI OTY - 2 TOTAL - 2 REV. 17.2m SCALE7-0.5000 �1 E� ALPINE ENGINEERED PRODUCTS. INC. (� TRUSSES REQUIRE EXTREME CARE 04/14/95 TC LL 30.0 PSF REF (` *IMPOAT ANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND \\?\V DEVIATION TC OL 7.0 PSF DATE 04/14/95 DEYTAi1FROM inl5 DESIGN OR I/UE SE SPECIFICATIONS. OR ANY BRACING. SEE HIB-BI BY TPI, SEE THIS DESIGN T7t �FAF FAILURE TO BUILD ITE TRUSS IN CONFORMANCE WITH OSIBB BY TPI, FOR ADD17IONAL SPECIAL PERMANENT BRACING RE ` V� Y O� ALPINE CONNECTORS ARE MADE OF 20GA GALY STEEL MEETING ASIN OUIRENTHIS. UNLESS OTHERWISE INDICATED. TDP _ - BC DL 10.0 PSF DRWG B ED. O A4A6 GR UNLESS AS NOTAPR Y CONNEC70RS 70 EACH FACE OF CHORD SHALL BE LATERALLY BRACED W11"PROPER _ 5606 _ TRUSS AND LESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M BC LL 0.0 PSF GEB CONNECtOPS PER DRAWINGS 130, 150 '. 16DA-F, DESIGN SIANOAADS WITH PFw7PE/7LY ATTAC7{0 RIGID CEILING -- SEE STAIE OF _ TOT.LD. 47 .0 PSF 0/A LEN. 1-0-0 CONFORM M/APPLICABLE PPOYISIONS OF NDS L TPI AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER ' `.'_ SEAL ON THIS DRAWING APPLIES 70 THE CONPONENI DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F D RIo Q•� DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RFL/FO UPON IN ANY OTHER WAY OFSIGN 70 THE TRUSS ERECTION CONTRACiDR. 7NE�F.,,T. � cam_ z Job: 5-1081 LOT 13 J 7' H J THIS DWG. PREPARED FROM COMPUTER INPUT ALOADS 6 0 MENSI SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N UPLIFT (LB): 280 200 WEBS 2x4 SP 13 BRG.LOC (FT): 0.00 9.90 9.90 TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND THERE WERE 2 NAIL HEARINGS WITH A MAXIMUM WITH DEAD LOAD OF 5.00 PSF ITOP) AND 5.00 PSF (BOTTOM) . ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTION OF 538.93. ----------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 (+)_Gravity (-)-Uplift SETBACK. CORNER JACKS HAVE NO WEBS. --------------------------------------------------------------- ---------- www UPLIFT www www HANGER www A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 - -4550IJackS Only) 14US26 - + 27511 -12861 1Od 1ply) MUST BE PROPERLY ATTACHED TO THE BOT70H CHORD. MTS12 - -1000# HUS26 - + 33150 -1550/ 16d 1ply) MTS12 - -20000(2 Each) HHUS48 - + 42991 -16601 10d 2ply) CONTRACTORS WARNING: MTT288 - -3786012 Each (10d)4 HHM48 - + 5180# -20001 16d 2ply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTT288 - -44551(2 Each (16d) HGUS48 - + 66401 -21991 10d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MST60 - -4688#(Per 2ply) 14GUSAS - + 80001 -26501 16d 2ply� INSTALLATION TO ENSUFA T THIS TRUSS IS ERECTED PROPERLY. CS150--_-_1650/(Each)----R�L1+Gt 5.5sitiil335/-_39451-16d-3ply- yy REFERENCE HOLMES LUMBER DETAIL ySHEET FOR21UPLIFT/HANGER DETAILS fC' 12'0"4 - - - -) n 1.5X3 10'11'7 1.5X3 3.54 SZ1 (� 2X4 (A 1) T 4'1 81 ' _2' 1-7 9' 10"13 J i-----4'2" 5 --4' —5'7"14 -1 R=506# W=4" 15 -63# R=132# W=i"B SEO: 7853 PL TY- .-ALPINE DESIGN CRIT-TPI QTY - f TOTAL - f REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 04/14/95 TC LL 30.0 PSF REF x IMPORTANT x x SMALL NOT THE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 B• TPI. SEE THIS DESIGNLL't Uca I'f,Ari TC DL 7.0 PSF DATE 04/14/95 FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OSTOB DY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE ` V 0� ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP _ - BC DL 10.0 PSF DRWG AA.6 GR B EXCEPT AS NOT EO. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AMD UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD N BC LL 0-0 PSF GE B CONNEC10R5 PER OR AWINGS 130. ISO t 1GOA-F. GEST GN$TANOArws WSTN PROPER': ♦ti ACHfO RjGlO CEILING --SEE STATE OF TOT.LD. 47.0 PSF O/A LEN. 9-10-]3 CONFORM W/APDL(CABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER O p101 SEAL DN THIS DRAW/NG*PPL 1E4 TO INE COMPOMENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS ' F Q ` DUR,FAC. .�+� IN ONLY, AND SHALL NOW BE PELIEO UPON TN ANY OTHER MAY. DESIGN 10 THE TRUSS ERECTION CONTRACTOR. INE tT";.,� V r 1� ----- .. SPACTNR SFF AAnvc Job' 5-1081 LOT 13 J 7' VLT E J 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 /2 N UPLIFT (LBH: 240 200 200 WEBS 2x4 SP /2 N UPPLIFTCBASED ON 010.00 PSF T7.00 OTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM OR FULLY OPEN REACTION OF 220.32. -----------------------------y-------------------- ______ PROVIDE CONNECTION FOR 530/ AT HIGH END OF BOTTOM CHORD TO TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift i PREVENT SLIDING. -------------------------------------------- ------------------- ■xW UPLIFT Now I IF r 11 HANGER NNW A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24W O.C. H5 - -455/(Jacks Only) HUS26 - + 2751/ -1286/(fOd 1ply)) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NTS12 - -1000/ HUS26 - + 3315/ -1550/(f6d1ply) MTS12 - -2000/(2 Each HHUS48 - + 4299/ -1660/111fOd 2ply CONTRACTORS WARNING: MTT268 - -3786/(2 Each (10d) ry�(QS$48 - + 5180/ -2000/116d 16d 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -4455/(2 Each (16d) HHGUS48 - + 6640/ -2199/ 10d 2ply)) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MST60 - -4688/(Per 2ply) HGUS48 - + 8000/ -26501 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS150 - -1650/(Each) I HGUS5.5- +11335/ -3945/116d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=220:1=-h 1 R &i"8 to ITTr-h '4 to 0 5 p 9'4'12 1'4'12 2X4 (A 1) 4"1 --�2.5 B. ITT R=477# W=3"8 r TT TAY = T8 gEO: 7848 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY 9 TOTAL - 9 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PROOUCTS. INC. TRUSSES REQUIRE EXTREME CARE 04/14/95 TC LL 30.0 PSF REF x x IMP 0 R T A N T M x SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM 11115 DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN3A�TtHU5 T FFY.V TC DL 7.0 PSF DATE 04/14/95 FAILURE TO BUILD INE TRUSS IN CONFORMANCE WITH OSTBB BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` V + 0� ALPINE Is, CONNECTORS ARE MADE OF TOGA GALV. STEEL NESTING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 10.0 PSF DRWG AAA6 R 0 E%C[PT AS NOT EO APPLY CONNECiD"S 70 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER Z5606 TRUSS AND UNLESS OlifRWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOT TON CHORD W = BC LL 0.0 PSF GEB CONNECIORS PER DRAWINGS 130. 150 C 160A-F. (cSI6N STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.LD. 47.0 PSF DSA LEN. 7-0-0 (� CONFORM w/APR ICABtf PROVISIONS Of NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL LIPOATE 17/1/911 FOR PROPER SEAL DN THIS OPAMING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �� ORI� 1.. C,• i 0, SI.AIL NOT BE PELTED TED UPON lv Av+ n.TrER wAr Df SiF.N TO THE TRUSS ERECTION CONTRACTOR. �. Q' DUR.FAC. 1 .33 ... ., .. ,. ,. .., .. .. ..INE E�`',w IqDArTKjr Ft • Job: 5-1081 LOT 13 J 5* V T C J THIS ONG. PREPARED FROM COMPUTER INPUT DADS 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): 200 200 200 WEBS 2x4 SP /2 N BRG.LOC (FT): 0.00 5.00 5.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS-WITH A MAXIMUM OR FULLY OPEN REACTIONOF 145.76. ------------------------------------------------------ -------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS PROVIDE CONNECTION FOR 530/ AT HIGH END OF BOTTOM CHORD TO 1+1-Gravity (-1-Uplift f PREVENT SLIDING. --------------------------------------------------------------- *mm UPLIFT mmm Xxx HANGER IMINE A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 - -455/(Jacks Only) HUS26 - + 2751/ -12860 Od 1ply MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -10000 HM26 - + 3315/ -15500 16d (ply NTS12 - -20000(2 Each =48 - + 42990 -16601 1Od 2ply CONTRACTORS WARNING: MT7288 - -3786012 Each (i0d) HHUS48 AA0( + 51800 -2000: 26d 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -44550(2 Each) (16d HGUS48 W, + 66400 -2199 10d 2ply? AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MS160 -45880(Per 2ply) HGUS48 - + 80000 -2650 16d 2ply3 INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS150 - 1650/(Each) HGUS5.5- +113350 -39451 16d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=146# W=1"8 10'1"4 to 5v 8.11.12 2X4 (A 1) 11.12 T 1 02.5 B• SL 1 •6M �- 5' _I (� R=3910 W=3"8 R=49* W=1"8 TAG = T9 SEO: 7846 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 4 TOTAL - 4 REV. 17.2m SCALE -0.5000 ALPINE ENGINEEIED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 04/14/95 TC LL 30.0 PSF REF X M I MPOR T ANT X X SMALL NDT BE RESPONSIBLE FOR AM, WARNING IN HANDLING. ERECTION AND L4'T1/1TC DL 7.0 PSF DATE 04/14/95 THE DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HTB-91 BY TPU. SEE THIS DESIGN �A FFFA FAILURE TO BUILD TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , V f •� ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP _ _ 8C DL 10.0 PSF DRWG A-6 GR B EACEPT AS 14.11. APPLY CONNECIORS TO EACH FACE HORC OF CD SMALL BE LATERALLY BRACED MIT"PROPER _ "J\ TRUSS AND UNLESS OTHERWISE LOCATEO ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM ORD _ R _ 8C LL O F G E B O PSF CONNECTORS PER DRAWINGS 130. 150 i 16OA-F. DESIGN STANDARDS WITH PAOPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 47 .0 PSF O/A LEN. 5-0-0 Q CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/t/90 FOR PROPER ' p (p SEAL ON THIS DRAWING APPLIES TO TIE COMPONENT DEPICTED HERE DRYWALL APPLICAIIDM. FURNISH A COPY oc THIs �, OgtO Q DUR.FAC. 1 .33 IN OMLY, AND S.IALL !!OT B`_ nl_I IED UPOH I" A _1:*R MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE�.•� arT�..-+••.• - -- Job: 5-1081LOT 13 J 3' V T J THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS1 SUBMITTED 13Y TRUSS MFR TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 200 200 200 WEBS 2x4 SP 12 N BRG.LOC (FT): 0.00 3.00 3.00 WIND SPEEDBASED 000.00 MPH. MEPSF ANAHHEIEAD GHT -015.001FT. ENCSBC) OSED THERE WERE 2 NAIL BEARINGS-WITH A MAXIMUM OR FULLY OPEN REACTION OF 59.73. --------------------------------------- --------------"--------- PROVIDE CONNECTION FOR 5301 AT HIGH END OF BOTTOM CHORD TO TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS Gravity Uplift ------ PREVENT SLIDING. -------------(+)_ -(_)_MMM UPLIFT MMM MMM HANGER MMM--------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 - -4550(Jacks Only) HUS26 - + 27511 -12861(fOd fply MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -10001 HUS26 - + 33151 -15500 16d iply MTS12 - -20001(2 Each) HHUS48 - + 42991 -16601 fOd 2ply CONTRACTORS WARNING: MTT288 - -37861(2 Each) (10d) HHUS48 - + 51801 -20000 16d 2ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -44550(2 Each) (16d) HM48 - + 66400 -21990(10d 2ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MST60 - -4688/(Per 2ply) HGUS48 - + 80000 -26500((((160 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS150 - -16501(Each) 1 HGUS5.5- +113350 -39450(16d 3ply WF--E-RE--NC--E--H-OL--ME--S-L--UMBER ----------------------------------------------------- --- - ----- WF-ERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=60# W-1"8 9'3"4 1'0'8 5 p 8'6'f2 2X4 (Al) 4 11 6"f2 8. 0 2.5 R=317# W=3"8 R=21# W=1"8 1 TAG = T10 SEO: 7849 PLT . TYP.-ALPINE DESIGN CRIT-TPI OTY - 6 TOTAL - 8 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES TIEGUIRE EXTREME CARE 04/14/95 TC LL 30.0 PSF REF k*I MP OR T A N T W*SHALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING. ERECTION AND DEVIAIIDN FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY IPI. SEE THIS DESIGN �UT111j'/// TC DL 7.0 PSF DATE 04/14/95 FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OSTRB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` ALPINE CONNECIDRS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TDP - - BC DL 10.0 PSF DRWG 0t AAA6 GR B EXCEPT AS NOTED, APPLY CONNECIORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER _ _ 1RU5S AND UNLESS 011( PL RWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED YNOOO SHEATHING, BOTTOM CHORD 5606 M BC LL 0.0 PSF GEB CONNEC!OPS PER ORAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGtO CEILING --SEE \v\ v STATE OF COHFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/E/911 FOR PROPER - TOT.LD. 47 .0 PSF O/A LEN. 3-0-0 SEAL ON 1H15 ORAWING APPLIES 10 111E COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF IH15 ED RIO* IN Q . AND S1 LL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO IHE TRUSS ERECTION CONTRACTOR. F ? OUR.FAC. 1 33 lNEE� ` SPACING 2 TYPO i I I !:I.,.,� c .rE !ySTi!V!f NOS - 1991 NAIIONIL pF51f.N SR+FC IF/CATION FOR W0011 CONSTW rFrinN , ', Job 5-1081 LOT 13 J 7' V T H J THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFq. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 01 N UPLIFT (LB): 300 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 9.90 9.90 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) THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTIONOF 461.80. ----------------------------------------------------- TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 ----------(+)"Gravity-(_)_Uplift - SETBACK. CORNER JACKS HAVE NO WEBS. --------- - - ------- - - ------------- MMR UPLIFT Timm I IIIIII HANGER mum PROVIDE CONNECTION FOR 5300 AT HIGH END OF BOTTOM CHORD TO H5 - -4550(JackS Only) i HUS26 W, + 27510 -12860110d (ply) PREVENT SLIDING. MTS12 - -10000 I HUS26 - + 33151 -15500116d iply M7S12 - -20000(2 Each) I HHUS48 - + 429911 -16600(100 2ply! A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MTT288 - -37860(2 Each) (10d)! HF9548 - + 51800 -20001((164 2ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. RTT288 - -44551(2 Each) (16d)l HGUS48 - + 66401 -21991110d 2ply! MST60 - -46881(Per 2ply) I HGUS48 - + 80000 -26501(16d 2ply� CONTRAP�j S WARNING: CS150 - -1650#(Each) 14M9,A 3 39450 1160 3ply THIS TRUSS IS DESIGNE9f BEAR ANO/OR SUPPORT ADDITIONAL LOADS -------------------------R� -�=l -8------__________ AT SPECIFIC LOCATION ARRTICULAR CARE IS ADVISED DURING REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS INSTALLATION TO ENSURE ITHAT THIS TRUSS IS ERECTED PROPERLY. 12'0"4 if 1.5X3 10'f f`7 0 1.5X4 3.54 p 9'4`12 X4 2X4 (A f) 1 4-12 a 1 — 1.77 y 8' �---2' 17 9. 10"13 s �— 4'2"15 5'7"14 R=506# W=4"15 -63# PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY - 2 TOTAL - 2 REV. 17.2m SCALE7-0.5000 ALPINE ENGINEERED PROOIICTS, INC. TRUSSES REOUIRE EXTREME CARE 04/14/95 TC LL 30.0 PSF REF xXIMPORTANTNW SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. EREC71ON AND THITHIT' TC DL 7.0 PSF DATE 04/14/95 \v�U DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HID-SI BY IPI. SEE THIS DESIGN �1♦ fT�,� (L FAILURE TO BUILD THE TRUSS IN CONFORMANCE MIT"OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` v� eA. \\\�_ ALPINE CONNECTORS APE MADE OE 20CA QALY. STEEL MEETING AST" WIRE"ENTS. UNLESS OIHEPNISE INDICATEO, /OP - BC DL 10 .0 PSF DRWG lov A4A6GPB EXCEPI AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND wILESS OIHERWISE LOCATED ON THIS DESIGN. POSIIIO" LY ATTACHED PLYWOOD SHEATHING• BOTTOM CHORD MBC LL 0 0 PSF GEB CONNECTORS PER DRAPINGS 130. 150 9 160A-F. DESIGN S7ANOARO5 WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 47 .0 PSF 0/A LEN. 9-10-13 CONFORM M/APPLICABLE PROViS1ON5 OF NOS S IPI. AN ENGINEER'/ ALPINE TECHNICAL WOAIE I7/1/911 FOR PROPER SEAL ON IN IS DRAWING APPLIES 10 THE CO"PONE"I DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS �, O RIO" Q' OUR,FAC. IN DNI Y, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CON/RACTOR. 1NEER`', � - e _..�.....,-...... Job' Sr&Cktd NCO AtQj1r Da THIS DRAWING SPECIFIES REPAIRS FOR A TAUSS WITH CRACKEO WEBS. WARNING: THIS DESIGN IS VALID ONLY FOR A SINGLE PLY TRUSS WITH DAMAGED WEBS OF 2X4 SIZE' AND 03 SO._ PINE GRADE. IN ADDITION. A NAXINU14 OF I CRACK PER NEB AND 2 CRACKED WEBS PER TRUSS ARE ALLOWED.- CONTACT THE-TRUSS NANUFACTURER_FOR REPAIRS THAL_L10 NOT COMPLY WITH THIS DETAIV. (8) • DAMAGED AREA. 0' MIN. to 12' MAX. LENGTH OF CRACK IN WEB. (SF ■ (21 -2X4 SO. PINE 03 SCABS, MINIMUN_LENGIU OE .SCAB MUST._ BE THE GREATER OF: tt 1. 68" ; LENGTH!OF DAMAGEO AREA 119). MINIMUM OF 34- tl. ON BOTH SIDES OF THE DAMAGED AREA or 2. 80% OF THE ORIGINAL WEB LENGTH ' ATTACH ONE SCAB To EACH FACE OF THE WEB WITH A DOUBLE PON OF 10d COMMON WIRE NAILS SPACED 4' O.C. STAGGERED. REFER TO NAIL SPACING OETAIII FOR ADDITIONAL NAIL SPACING INFORMATION. NOTE: FIELD REPAIRS MUST COMPLY WITH ALPINE DESI90S AND SPECIFICATIONS- i 34' MIN. till 34" MIN. (S1 110d NAILS: DOUBLE RON• STAGGEAE01 + NAFACE / a O fflONT FACE IrrltR 1. T zo�u+ o 4 o o + o� * c 1„• _ 2X4 #3 SO. PINE WEB ONLY ------------------------ ►- 5 1,.t. -1 Is (�\) NAIL SPACING DETAIL' PLT TYP • A P N W000 Q A P N HS\TSULOX nEsIGN CRITP Rey 17.2m NOT TO SCAL c1 c) t= o c= c=3 H„IMPORTANT ”"'"`"""'t"t° "'01"'t1e' 1°' WARNING'°"5tt/twllt ceatlt cta ...1, TC LL — PSF CRACKED WEB OETAJ NWt Int At M�woltsI /M 1+n s1, rwg7rO. tlltclial 104 •''lON �. O3AL Oc'_] 0(111111&1 rIKN l"It M1ow M IrtSl :-MO Irs11M15. M Mt v1•cltln, str NI••tt•r 11.1. X1 flll$MSIcto \��4 ' B ' .- O r-] ..11,1'1 It WIl1 I+1, IAd) Pt c1.'1•MNK.( •1111 95009 1• )no. run.M+III&M 1KQUl MtwNtfll M1Ic114 M ?�`�t-:�sy1i1iC�•dsTC OL P5F DATE Q9 02/94 O =3 O rout ca.tciw•s .+1t ..1; 1/ :00.CA1,11. 11111 1.fellm +fill 01A1t.t"rl. 11111 0ntt-W halCNro. lo• f d :jj• f0 •`�t BC OL PSF OAW HC25094073r.7 cs o 5/u 1.1 r•un 1s loltt. ..o1,t 0&.1100&++ Is tun uct 1,r 1.110 Y+1t1, 1,r tlltnntr 1n:rte.Int 1,...(t ! . ( Ho.]�19t..J�PINE c 7 1'V.! 1 11. 011.1441. 10C•1f9.0.0 1,.1"11f2N:11. +•021119" t11 Attic+to MY-006 vt.nnlu. unlit'.nolo 1 ��_j(s��( f BC LL PSF F F 4G CL )� � C:) p c0150cIV1s►tm o•..n1L2 1>0• 151, t 1+.017, 00911:11 Ifr+mNAS r11110K7irki rll/p+n nlcla Ct Itlin •• sit '"�(J �' _ �y iL t_l carorl 011►nK/t11 rnar11014 to 1of c?PD. 111 n+cntln•t unit rtnr+lu1,k"Ift Ifrv9n I'M rny�(n * O*'' �:' TOT .LD. PSF �RUcJa s1,►t ON blit onsll/Y ••Pial n I1t V1,9"tnl in irlc9lcM 071r+tNA N•r1,1c►stw1. rv0.1s•1 A cowl to 1,015 '� dr '' >� 1111/05, µ!1 Y1µ1,Ono nr +Yl oto 0.011 Its toil off: ws11. .2101 t0 1,t frinf 1111!01011 canniclfN. DUA to Ca f"J ...ors he Ipr:f hilt n�lontll, tor: Mr.01.1,.01101,1"11011 J•fclllcgil5f 11161 Irma tarlutil:ttul •••••", SPACING 24.0” 'S' , baa 1#111' MISC. 11116SUS S I STAIVADD IIIPJACKNG CRMIYER -A a► TOP CHORD 2x4 SP X12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. DOT CHORD 2x4 SP #2 N UPLIFT (LB): 310 220 200 WEBS 2x4 SP /3 BRG.LOC (FTI: 0.00 9.90 9.90 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 HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 ENCLOSED BUILDING (1991 SBC) SETBACK. CORNER JACKS HAVE NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATQM PARTICULAR CARE IS ADVISED DURING R=567# W=1"8 INSTALLATION TO E t E THAT TRIS TRUSS IS ERECTED PROPERLY. 't, 12'8"12 1 1.5X4 1 .5X3 0 5.66 C7 � _ 2X5(A1) 4'7 �—2'9" 15 9' 10" 13 --9' 10"13 — R=588# W=3"8 R=iiB# N=1"8 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = f TOTAL = f REV. 17. 1e SCALE=0.3750 6M_SS;6` At Pit If",It WENN rnnou:IS. Inc. u"rssEs MEDUInE E%IM/+C CA11E . .Fe".�'tr TC LL 30.0 PSF REF xx IMPGRTANTxx S,wl. rot I1t 11Lsr Msu11E ral Arrr ARNING m eurUtllc. InEc)lu+ APE) DEVIA nal FIInM fins DESIGr+al fit.SE SPL CH ICAIialS. al Arlt OPAr1101. %..1 1010-91 by lrl. SEE 10115 DESIGI+ 06 TC DL 7.0 PSF OA1E10/14/93 IAILtH[ 1D 011110 111E IIN155 Itl Cfk11MA11CC "1111 DSiBD DY 11'1 fi>fl A(1DI11MUl SPCCIAI /4MANE111 a1AC1116 I[t+iC C +CC 1ArY HARE if .'.MA GALv, SKEL nCElitrr.ASIM IAIfItHEn15. UNCSS DTICIMISE 1PPICAIED. IDn �VEf ! ©C OL 10.V PSF DRWG AAJ6 F.P B El.Clrl AS t101rn APPI.r COI/RC1On% l0 CAM FACE a CrHInO SHALL BC LAIEPAILY BnACED"1111 PPOPEn ' �1ss Aro urAESs Dncn"rsF Ll>rAnD nr1 Ir+rs rKslcll. voslnlxl LT Alucnrn rIl"out sIIEAtnuA;. DOInIM cIA)orD •'Q•, DC LL 0•0 PSF MSK HtoJI(Al IH 11.�A"inG; 1N c,o r. Icu. 1 1A illai�n.nluims vnu rnn•uBt Al N AI mune an.Dxi - sll '•1 V/JEEPS ` 10T.L0. 47.0 PSF 0/A LEN. 9-10- I 13 Nil IHw"/A11'I.II.AIR I 11"ISIt4r:IM IAr;C /1'I. An I.IA.ItA III' All II IIYIII:AI iN'11A I1. l7/i/yl) TIMI 17Mt11i ,.... sl n 1"1 lots pu"1nG All%n s lu nE Clnn•rod III Drnlcn D$RJR Dil-AI I ura 1CAna1 fulrn:;n A ca'r a D11s DUR.FAC. 1 . 33 IO Itlar, Ann SHAi1. rail BL 141 IIT u'rv, Irl ANY 011[01 WAY. OI'BIGIl tO 101E ❑RISS EllF./)al CD111nACIO0. ,n _ 11YI2:1 ATF Ir11111-1I.+s - .e+ 11. ."UI tom•: ., E 1 rAl IAI Flt IMINI CR..NN: SPACING see above TYPE JACK ALPINE • - ENGINEERED _ . TRuss�. PRODUCTS, INC. 1950 Marley Drive a Haines City,Florida 33844 • (813)422-8685 December S. 1992 Mr. Todd Berry Holmes Lumber Company P.O. Box 31301 Jacksonville, FL 32230 Dear Todd: Paslode 8d Power Nails (diameter : 0.131" length 3") properly applied with a pneumatic nailer may be substituted for the 16d common wire nails specified on Alpine multi-ply girder designs in accordance with the substitution chart shown below. This chart may be used for the top and bottom chords. 16d Nail Spacing 2 or more plys as called out Paslode 8d Power Nails on A1Ding design svacina 2" o.c. . . . . . . . . . . 1-3/8" o.c. 3" o.c. . . . . . . . . . . . 2" o.c. 4" O.C. . . . . . . . . . . . 2-3/4" O.C. 5" o.c. . . . . . . . . . . . 3-1/2" o.c. 6" O.C. . . . . . . . . . . . 4" O.C. 7" o.c. . . . . . . . . . . . 4-3/4 o.c. 8" O.C. . . . . . . . . . . . 5-5/8" O.C. 9" O.C. . . . . . . . . . . . 6-1/4" O.C. 10" O.C. . . . . . . . . . . . 7" O.C. 11" o.c. . . . . . . . . . . . 7-3/4" O.C. 12" o.c. . . . . . . . . . . . 8-3/8" o.c. 13" o.c. . . . . . . . . . . . 9" O.C. 14" o.c. . . . . . . . . . . . 9-3/4" O.C. IS" O.C. . . . . . . . . . . .10-1/2" O.C. 16" O.C. . . . . . . . . . . .11-1/4" O.C. Paslode 8d Power Nails at 4" o.c. , as each layer is applied, can be used to fasten the webs together. r I hope this helps. Please call me if you have any questions. Sincerely, ALPTVI ENGINEERED PRODUCTS, INC. R ington B. Brown, P.E. Regional Manager RBB/law vmmrmw vt am oft Kmx otMiA►o+mIrr IaWH F.T.WWA"m �i Me I; MW RR KNA11Qi __L s rr . F"UA yr cm ravv NAIL ALL, t�Ota °,H��4THIFrS A " N 1 GM Sri WWOWION F - T b D.G. • I, :;►,:':+`t:r ' ,r,• RW'• 4"cdw. I A9 PER NAIL- AL1. ROOF ON ALL• JI°P09�IT5. NAIL: W/ dd GOM NAIL ALLY 1 y � 5Fi1;ATWIN6 AT P� O.G. G '0`.�ITIDN 9HPATHINcS AT b" OG. ":,'.,r.:.:'�`q'j� ' + 31 CiIF1GAT ON ALL ftV*PORT5. NAIL. W/ bd COM � a7Mf 5HM6LE5 ALL. SI,�Gi�OR1^t� NAIL WITH ed CCM NG 6LA over IM FELT pER R �';.i•, SLIDI 55 DR, 5PELIFICATI4PEi N°05IT1G>N I 1NSIJL.ATION A5 PER 5H1M ,Ey,►,a PER 01I1:R 1116' 151# FELT SACS. IN5U AT1GRl A5 SPECS, t INSI�I AT1C�1 AS 5G5, w�rn� W.FONAra .' ''�` i:r w STt�WT. ff-ATHiN6 b1fER 1/Ib PFS-Q{61 p R,ppF SPEsGIFIGATIONg a�awn f'F -EN&I>� R,p( T ` 5 STf �T. S +THINE AT M. 24" OL. BOTTOM GI bl� 0' R 151 MT. EXTER vA�IE�. R1�R ro TRIM hFbr� ov�R 1/16 r�-t�n��cm r� T1� • -_ _._ . ._..._ -._._._..__NARY WALL ETG ONE STORY � 12 hr TVP. ��' o,c. eoTrcti� STf�i1Gr. �ATI�N� AT TYP. 24` � OR MA50 EXTERIOR POOR SILL I2 N65. 0.c �rnro - __ ..___... .._. .__..._..._._.. _ • � 5 vrN�� ro TIS r'�s�. 5 • . BOTTOM cHaRD � YAR E5 WER To Tn% MF6R. '' II '' • >c� r)'r r�r � �1 r 12 DRAT R55. rr " rr nur 1 wnuerl RUBRICAL STRAP EACH Do OF �5 L ma mm a'cHu OR 1R% - IES ro WNNZ11ON , �f � �1� I�JRRIGANE MAP EACH ENP OF II a"kg 2w mn wu ^N6N" r cwt CK ( 1 r Tr./' - RE FfR TO WwLTION 5G•i�(,�� +�wcrae st�a i , ►wt xrad s Lewd N�.�e ufteem�i . "w• _ � i rpt P _. - _. .__ `A 1 ` KWOAW$TRAP EtiGi h� OF • s rr cdic,x�e _ ' caw. M>:Tu Tw REFER To cOWTION DEfAlL5 sae ro RM f I _ [DRIP EDGE , x ., r a a 24GY•Q °I4• • prl�ldlpl plr SM V Of b06 PT DRAM&W '„N N” II 4 M ..I Ifs 7E t '' a "r • v ° AY fApl 1'L1Az1 LTJ ° t . a. r a Nq:R V; .sm. wAaun�crcua r °r� ,°�; 216MU 2 x b FASCIA II 2 x b FA561A TF'P4 • ��" o.G. 1 M= na� b"GM)KNOCK GIT BLOCK W 1 e5 CONT. I «'L'"' I I S C4I KmxK Cllr BLACK w I N5 GOHT. 2 x 6 FASCIA • I .. •<�• , ' wq�crlNcaecar. � I I " RY ' a awts SOFFIT AS PER SPWIFICAT'IONS � ARA D Lu � .D I N STORY. SOFFITv AR. DR. 4— J" IN STORY AS��GIFIGArIONS%avtIro ._ .._ PREGhSTLINTB. SOFFIT AS�5FfG%Anft (� `5m� 112"6YP.W. 3X4 STLO% • Ib" O.G. T•-1-11 Tl'F'1'� S03 PINE 510IN& OR LAP na waer aa>tcst m!hn sRxr eaar:ai IVER N.-IDI(. (!MIN; NO. �) NI�OhI SIt.L � �+errrrr .► I ! trl'e►te oft C+Nll�b•W OR STUCCO FINISH AS NOTW. OM P.T. 3/4 _ 19"mm Ar r� I UZ OAS. fro` $Tlx"FIND+ ROW AT �- t rM' AL-FOL-OMTYp. 16'OL. 6'CMI B,QrrK 0.5"- SHPATHIN6 NAIL AS NOTW n�Iretetv�uoN 4Vr�A1C S/4'PT FUDR* 'T' "LED I INSTALL. LOUD DIMENSION AGRow 5TLV5 s t7 caa, n�rt ccR 016'04.TVP. AT EACH FILLED .... . w` IX2 PT TYP, P GAgT WIN 5L1. F' CELL HTH 2.5'LAIC TO VERT. can.al ( a5 REBAR TO BOND BEAM y. IN RI EXTERIOR o.G. . • .=yVc 1A'e ;:•:'.[..'. li:• ••'.;'.1.•: .;:: .::. �U4' {� INTERIOR � ,�,-� GLI>~ . ��" �X4 P. A8 • I/4' Woc� EXTERIOR • 3�' ac r. ILL w/r " N • •'v .• • j A l r l•• {u GAI��'1 FM L.7� TO T 1 1.�\FOR S•OK RUN •: EXTERIOR •o , PLD CORE I, r ��CY1 Na�Gb� r C' • ff' 7 ■ �� 1�Ar{QN � r % o 4 1'-a' 6 '� _ a ` ' MIR TO PLOT�FOR EXT, MASONRY WALL 6AR�NE STORY THIGKEND SLAB a GARAGE N BEARING • C ` V h MONOL.IM FaWATION WITH(2) ILS V a' - G04ITI��IOUa STILI REINI�ORGINS ,Q ------- 4 •.._.. ' 4'GONG.SI.l�B W r MONOLITHIC FOUNbhT1ON WITH(2) '!5 ' . ' RffER TO FOUNDATION DETAILS �' r, MC'IdpLITHIG FGWA71C�!HTH(2J e'S • RE �' r�= - (XWIMX"STEL REINFORCIN6 CONTINUGl15 STi REINFORGII , ------ - ---- 4'CAIS�B HTH FM REFEx To FC��AT1�! r�rAllS • I MI. RM TO FaWAT10N MTAlL5 1REINfO�R ► Ole 6 x 6 W1t1 M r came* Y T • I I I wsf•►+�W r�ua 01�R GO�AGTEt7 Fir•1. OVER 40 MIL VISAU�1 VAPOR --4- CONGI2E1'E SLAB HTH FIBBi � I K r~e. TIATCD T> 1I' BARRIER WED OYER COWAGTEp RE11fowztNT OR 6 x 6 Kxm, { FILL TREATEDA • rarncx vaa (I I - FOR TERMIT�i ov�e .006 MIL VIN VAPOR • • :r •Y `r.. x•:'r,•'r•:r. 18 RpA'p M R.N19ARRIER TAPED OYBZ C.OFiF'AGTED Y t FILL TSA ;r n L7 TVP. 1 -5To�Y WAl�1 WINDOWL.1 TTS F� TIITi p 1 SGAIE: In" • i'-U' TYI I--5T0RY WALEGT 10N • " . SCALE; 1�' a I,-0r 6 THICKENED SLAB EDGE .1 �5TORY . WALL SIGTION H REINF PLAGEMENT AT ..-._ ETC, CORNERS rr dX A OYOt/k-ft I R-I MTT.1b11.AU (7'•11t brQ ot NW)ow 14 SW 4,ce.Nxo) 4 yr Me �1Rbs w•t MxO) NAIL ALL ROOf� 5WATHI N6 AT 6" O.G. ►+�r+netnNAtiat 1 Awwelrlh•rrxx�� ON ALL 9UF'PORT5r NAIL WITH ad COM GOMf'051T IL ALL ROOF ATHIN6 AT 6" O.G. �eMco rrr 4Ib • ss•o�, PER 5HIN6LES A PER ALL °SUPPORTS. 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'.. .. , I• LOC, TWAT EITHER pp (r 61/��y��y OUT �+��y �/y ?x 6 FASCIA SIM OF KING Sn,05 PLATE # ,•, 'Iii . .. ,.-. . ...JJ-. _� I•I 1 i-- , ,••`• '• ' r+r ;•r• Y r - CICU KNOCK OU BLOCK NI/10 5 GOVT. r "T BE CONT.KWAW .-..� h+r1 ANCHOR BOLTS MUST � �— + SOFFIT A5 PER SPEGIFIGATI0135 TW TO BAS AT FILLED CEW EH! WITHIN12" Of HEAVER I SOFFIT AS Pf�ccIFIGAnoi gT �1 • ; Ir I _._�•.;;- I I�--Th=-iTwT LINTEL " Q — ' 1/3• X 10 ANCHORS L90LTS wlspcar. PfatefM1Ao/1PL _. 50LID HTH(1) 65 CONT. AT 32' OG OR �A-5 A " K RING PENETRATION DETAIL ONE STORY (1) #5 Do1I T T .34 Or, _ >ti EAOi FUER ..:.� -6ws(xlv mom Q CELL WITH .LAP TOP OF B. � TO ver, 05 e`A R&K :- � To Cf ' LMT�L ro eoNv __•� (TYPE Q � _� to rr e)+a orrx K� I �ur HK '� � GONG1tETE GLRB BE1'OFk7 N . krc mt�Ylatiet i rr I a r GABA �r > r EXTERIOR GARA m FINISH I EXTERIOR MAX. ' �►eR ar,�A1K�1 .. I yr cues R1SI TO PLOT �1 B�Yo� � �o� � REFER TO PLOT PLAN FOR 5r� 0 �� ...... _... GOI�1611RATION � COrF16l1RATION . - •'� - - r o ° HDR R• 5TAFI I NO II I 1I Q •v'vr •ry�r _ /ir,WN • J' � a rit -1 a t ' ' r T I > I /2 I o w ��yy r ' • 7 +y MONOLITHIC F0�1'Jj7ATION HTH(2) 05FOR F AME /- a •d ' r r ratsldc t �'�''` CAI�fTiNU M STEM REI 4.�"O N I faf muahudt 1 Rei TO FOld�7AT1 T:I,(✓.N ��- I'-4' w q►a nw ww car CIETNLS aaawn "COMM SLAB FNTH Fli9ER 4' GONGf�T�SLAB WITH FIBEIe H �. EXTERIOR MA50NARY WAIL FTG BRICK 1/ENEER__ Rlr1 Rl=lt��OR oo ecce vz�ra WORC,EMi�tT OR 6 x 6 W,YI`M. b x b K M. OYER 406 aAR .006 MIL VI N VAPOR Q .TAPED Sam VAPOR MONOLITHIC I MATION WITH(2) e5• 54RRER TAPED oYBZ coWAGTEp OVER GOMPACTLB] CONflNIkXla STEEL REW-ORCIN15 FILL TREATED FOR TERMITEa FILL TREATED FOR TERMITES REFER To FCWATION DETAILS : • , v TYP. dALL 5EGTION /�A_�\�//��/77�..+ tiI t •1 �/ fit/� �GTI�01�@O�AR�A6�1 '.r �'�'�• ..ir. .. - ._ � SGALEi Nor ! I'�' � , . % . . 11 I ,• a r . }. 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