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670 Sherry Dr (vault) CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD +_) ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00001238 Date 8/31/09 Property Address . . . . . . 670 SHERRY DR Application type description MECHANICAL HVAC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 1 cu 1 ahu ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ OCEAN STATE HEAT & AIR, INC. 1476 ATLANTIC BLVD. NEPTUNE BEACH FL 32266 (904) 249-8251 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc . . I Permit Fee . . . . 95 . 00 Plan Check Fee . 00 Issue Date Valuation 0 Expiration Date . . 2/27/10 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 95 . 00 95 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 95 . 00 95 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 08/31/2009 07i54 FAX 9042498949 OCEAN-STATE-A/C i ATLANTIC-BEACH IA001/001 CITY OF ATLANTIC BEACH 09. .1 P7 e -- IDD SEMINOLE ROAD,ATLANTIC REACH.FL=31 OFFICE:(904)247-5W @ FAX NO,-(Q04)247-5W MECHANICAL PERMIT APPLICATION DUVAL COUNTY ,NNO Co7o 'S�A� 0 YES PERMITS: OF C'. 4.NAME 5 ADDRESS IF DIFFERENT FROM Joe ADDRESS: PHONE: T.NAME OF COMPAW' a-AIJIUM!SS.: 6 UA", N76 444&,421- Allr). N94AY-V= z GG 0.STATE OF FLORIOA ijCFNGG NO' 0.CELL PHONE, tt, AXNO., C 21 yp Spy? qj 31 12.EMAIL ADORIESS. 13,OFFICE PHONE, 14 ZYS-gzst Applical.lon Is hereby made 10 obtain a permit to do the work and installations as indlCaled, I Certify that all Work will be performed to meet the standards of all laws regulating construction in this jurisdiCtiOn. This permK becomes null no void if work is not commenced within six(6) Months,or If construction or work is suspended or abandoned tar a period of six MW or s d. CONTRACTORS SIGNAT I- 0 NEW INSTALLATION E)NEW EN Q'06 FLORIDA BUILDING CODE- ,SREPLACEmr=NT OF EXISTING SYSTEM CKtXISTING 0 COWER —MECHANICAL 0 ALTERATION I ADDITION TO EXIST SYSTEM 0 OTHER 0 REPAIR 7 1127112,M221-71 7 r r�, :, -7,7 77777,-0,,'�- ICA 19.HEAT: OSPACE EIRECESSED KCENTRAL- 0 FLOOR— BURNERS: -20.AIR CONDITIONING: 0 ROOM PVCENTRAL THICKNESS: MAX CAPACITY: cfrn 21.DUCT SYSTEM: MATERIAL: 22.REFRIGERATION' MAX CAPAC17 CfM 23*COOLING TOWER: CAPACITY: Qpm 24,FIRE SPRINKLER: NUMBER OF HEADS'. 26.LIFT SYSTEM: ELEVATOR: MANLIFT: ESCALATOR; AUTOILIFT' 26.COMMERCIAL HOOD NUMBER: 27.FIREPLACE: PREFABRICATED: MASONRY, 28,IRRIGATION: Z) PUMP M WELL [I PIPING 0 GAS WATER HEATER: 29.GAS PIPING' 0 OF OUTLETS: 0 GAS AHU. 30.OTHER-SPECIFY: SOLAR HEATING. BOILERS,UNFIRED PRESSURE VESSEL,HEAT EXCHANGER on=IN DUCTS ETC. IVALUE FOR OTHER ITEMS: gg—,17. AT 'i"P., A .......... NkR APPROVING dgkoft toul? NUMBER OF UNITS DESCRIPTION MODELS MANUFACTURER TONS AGENCY 3 L/Y 6 9 J- -7 3, ................ r u -V Numat MANUFACTURER AGENCY OF T DESCRIPTION MODEL IST" UNIT X&-oo, A",4r h A F F M 4 J VI 1 4 NUMBER GALLONS ONTAINED MANUFACTURER SERIAL 4 AGENCY BL0004 Pm k APO)MOn MW:REVISED'12/18x2" CITY OF ATLANTIC BEACH I 800 SEMINOLE ROAD v ATLANTIC BEACH,FL 32233 ' INSPECTION PHONE LINE 247-5826 Zr Application Number . . . . . 08-00000730 Date 5/27/08 Property Address . . . . . . 670 SHERRY DR Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------- Application desc SPRINKLER SYSTEM ---------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ HULIHAN TERRITORY P.O. BOX 331268 ATLANTIC BEACH FL 32233 (904) 285-8505 ------------------------------------------------------------------ Permit PLUMBING PERMIT Additional desc . . Permit Fee . . 50 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/23/08 -------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ------ Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 50 . 00 50 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. F7 =S � .; CITY OF ATLANTIC BEACH o7� =� •I;tip, 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 I 1J OFFICE:(904)247-5826 0 FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US ;f= PLUMBING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 2.IS THIS A SUB PERMIT: 13.DATE: 70 ❑NO Atlantic Beach FL 32233 ❑YES PERMIT#: PROPERTY OWNER: 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: PLUMBING CONTRACTOR: 7.NAME OF COMPANY: r., 8.ADDRESS.: 9.STATE OF FL RIDA LICENSE NO: 10.CELL PHONE: 11.FAX NO.: �-- 7 s s- '+ 5 7a �a3 12.EMAIL ADDRESS: 13.OFFICE PHONE: 14. S- 8Sd5 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. CONTRACTORS SIGNATU�� 15.NATURE OF WORK: 16. 17. 18.CURRENT CODE: ❑ NEW ❑'06 FLORIDA BUILDING CODE- 0 RE-PIPE PLUMBING ❑OTHER: 19.NUMBER OF FIXTURES: BATH TUB SEWER CONNECTION BIDET SHOWERS DISH WASHER SHOWERS PANS DISPOSAL SINK DRINKING FOUNTAIN WATER CLOSET TANK FLOOR DRAIN WATER CLOSET VALVE HOSE BIB WASHING MACHINES ICE MAKER WATER CONNECTION INTERCEPTOR WATER HEATER LAVATORY URINALS LAUNDRY TRAY OTHER (SPECIFY): ROOF DRAIN 20.PLUMBING PERMIT FEES: PERMIT ISSUING FEE: $35.00 TOTAL FIXTURES: x $7.00 (PER FIXTURE) + $35.00 = COAB FORM BLDG03:REVISED:12/12/2007 AJftO JOB ADPRFM -7 -TYPE WORK PROPERTY OWXER �� Cd� / T PP3ONF��- <��5 coxmcTOR ouw r^ TELEPHONE pF2MTTNU ER 1 933 DATE /z- 3 �� IIPECTIONS: EGGTEVG 4B 3 i o0 =BEAM LIN= - 3 NAdLLIGiSHEATH VG FRAMUNGICOVER UP LVSULA SIAL EITdING TLATE OF O C�'3IIPAPI� T19 � K=CAL PERMM LV,SPEMo,V.S ROUGH EEVAL MEUHAI IC4L PERMM00 n 3 INSPEC ONS ROUGH_? FEVAL a o a gle r PL,U30LVG PFA '# 1 9 6 7 EVSPEC77ONS ROUG "ER SL4B TGPOUT 7/ WATE"EWER FTVAL -60 NOTES: �r.e-,- 7'0Sfe .v CITY OF &17 1Q �iGK�lC B� AVf / C Office of Building Official Ct REQUEST FOR INSPECTION �')')�0�3 l0 `� —CSU Permit No. o 195 8� Date f Time Received U Locality Job Address r. Owner' Contractor Name M 1N MECHANICA CONCRETE ELECTRICAL ❑ ❑ IL ❑ Rough Wiring ❑ ❑ op ❑ Heating El Footing Pole TOut L1❑ Slab 17, Temp ❑ Sewer ❑ Fire Place Pre Fab Re Roofing ❑ Lintel ❑ Final Insulation READY FOR INSPECTION A.M. Wed. Thurs. Friday�P.M' Mon. 0Tues Inspection M de ectio e i pancy Inspector �7 J� Date PROPERTY DESCRIPTION Lot #2�-, Block , Section # Subdivision: QI r DrCEIVSD Street NameDESCRIPTION OF or Address: heft Ori VC. (if In a FLOOD HAZARDi. Flood Zone: area complete page 3) Brief Description Class of Work: (New Remodel/Addition: ZONING INFORMATION Type of Construction: b f'Cl ZoningPropo ed • District: s� User l Estimated Value $ �OV 660 Exceptions or Variances Materials: 8I Qe Granted: Solid or it ed ` Ground: Roof: A5 �nr�le Method of Heating: OWNER INFORMATION Property Owner: ve- Phone: �Q u- Aq1 " 5 S J Mailing Address-VA L I V Zi p: S 33 CONTRACTOR INFORMATION Contractor• d co r'e r / bltl lde r Phone: Mailing Address: Zip: Expiration STATE LICENSE NO: Date: I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I 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 BEE OR SHALL BE PROVIDED AS REQUIRED. Owner SignatureDATE f Contractor Signature DATE SWORN T SUBSCRIBED BEFO ME BY JS THIS l 7 DAY OF Q 199 . _..µms NOTARY PUBLIC �'1V�p'I�, knOMM � MY COMMSSION M CC553881 EXPIRES �• .` August 27,2000 BONDED TNRU TROY FAIN INSURANCE.INC. 12/17/1999 17: 02 904348090E SCOTT AIR PAGE 11 ENEIRG"Y PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* 82.3 The higher the score,the more efl'iclent the home. CAIL FALMILY, , , , 1, New construction or eloping Now 12. Cooling systems 2. Single fa y or multi-fimly Single family _ a. Ceutud Unit Cap:56.2 kBtt✓u _ 3. Number of u»iia,if multi-him* 1 SEER:12.00 _ 4, Number of Bedrooms 3 b.N/A 5. !s this a worst case? yes 6, Conditioued Roar area(ftp} 2360 f� c. N/A 7. 01am area&type _ a. Clear-single pane 0.0 ft, 13. Hearing systems — b. Clear-double We 767.0 W _ a. Electric Hest Pump Cap:56,2 k]3tw w _ a Tntt/otl cr SC/SHGC-single pattc 0.0 ft _ HSU:8.00 d.Tin#lather SC/S14GC-double pane Q-0 fl' b_N/A S. Floor types �. a_ Stab-ok-Grade Edge lrtsvlatior R-0.0, 168.0(p)ft a N/A _ b. Raised Wood,Adjacent R=19.0,719.0fe c. N/A 14. Hot water systems 9. Wall types a Electric Resistance Cap:50.0 gallons a. Frame,Wood E>dcrior R-19.0,2434.0.fP _ EF:0.93 _ b. fmxac,Wood,Adjacent R-11.0,264.0 W b, NIA _ c. N/A d.NIA C. Conservation credits c, WA (HR-Heat recovery,Solar 10. ceiling types _ DRP-Dedicated hest pump) a,Under Attic R-30.0, 1405.0 ft- 15. HVAC credits MZ-C,MZ-1f b.Ue&r Attic R-X19.0,288.0 fe _ (CF-Ceiling fnn,CV-Qosa ventilation, a N/A H1'-Whole[roust fin, 11. Duats PT-Pmvgrammable Thermostat, a Sup_Uric, Rct:Unc. AH:Garage Sup.R-6.0, 1,0 ft RB-Atria radiant barrio; b.N/A uz-c-Multizone cooling, MZ-H-Multixoue heating) I certify that this hme bas complied with the Florida Energy Efficiency Code For Building Construction tbmugh the above energy soin$.features which will be installed(or exceeded) flog in.this[dome before final mspectio. Otherwise,a new EPL Display Card will be completed based on installed Code compliant features. � c; Builder Signature: Date: 1t R Address of IVCOS Home. City/FL Zip. J _- �'cpD WE 'NOTE: The home's estimated energy performance score is only available through the FI.4/.IZF.S computer program. This is not a Building Energy Rating. If your score is 80 nr greater(or 86for a US EPA/DOE Energ &thv designation), your home may qualify for energy e,fficiency nwrtgoge(EFS Wentives i fyou obtain a Florida Energy Gauge Rating. Contact tete Energy Gauge Hotline at¢07/638-1492 or see the Energy Gauge web site at www fsec.ucf edu for information and a list of certified Raters, For information about Florida's Energy Efficiency Code For Buil&ng Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGaugeV(Version:FLRCNA 200) 12/17/1999 17: 02 9043480906 SCOTT AIR PAGE 04 BUILDING INPUT SUMMARY REPORT I Tkle: MITC2300 Family Type: Single Address Type: Street Address VI ownw: CAILFALMILY NewlExisting: New Lot f; N/A Q 4 of Units: 1 8adrootrs: 3 Subdivislon: N/A I Builder Name: (blank) Condltkmad Area: 233 PtatDook: N/A 0 ClhTiate: Notch Total Stories: 3 Street: (blank) Q Permit Ctece: (blank) Worst Case: Yes County: (Wank) JtlriadlQion zaR (blank) Rotate Angle. (bum*) City,at Zip; 0 Elodr Type K-W Area/Perimeter Units 0 Door Type Orientation Area Units 1 $46<hs.-Grade EWipe(nsui* 0.0 168,0(0)ft Q 1 lhauiAwl Adjao-d 20.0 it, 1 2 Raked WOW-Adjacent Isla 719.W 1 J , O L 0 0 calling type R-kat Area Rafe Ares Units a aye"Type 6"clency Capacity 1 Urdec Attlo 30.0 1406.0 rt° 1367.0 fF 1 Z 1 Ce"*l Unit SEER:12.00 66.2 kbkdhr 2 Under Asir 1919 281!.10 R` 010 w 1 4 Credit st M z-G Waq TypeI.vcalfon Rafal Area. Unita +dtlPHer� 1 Frame.wood lf�dsriw 19.0 2434.0(V 1 0 System Type EMclency Capacity J 2 Drama-Wood Adjacent 11.0 264.0 ft' 1 Z 1 Electric Heart Pump COP:E,00 56 kIIUhr h = Credit MultiplierY: MZ-f1 0 Panay n"t Ornt Ikea Ott Umgth OH light UT01110y�� I Dpub(o Clear. N 18.0 ft. 1.0 ft 16.0 ft 1 (/� * Cant==on LP011"cationori ft-G'3i �.engui 2 Doable Clow N . 32.0 ft" 1.0 ft 16.0 ft 1 1 Uncond, Uncond. Games 6.0 1.0 ft 3 Double Char N MAW- i.OR 16.08 1 () 4 Double Clear N 1270 ftx. 1,0 tt 10.0 ft 1 5 Double Clew N 1a.0 R' , 1.0 ft 16.0 ft 1 Q t 001016 Clear N 111.0 lt' 1.0 ft 8.0 ft 2 T Double Clear N 2Q.Q R' 1.0 ft Za,O ft t # "am Typo EF Cep. Coneervation Type Con.ar a Doubf& Clear N 20.6 ft' 1,0 R 26.0 ft 1 (� a Doutt{e Clear E 20.0 fit 10.0 ft 12.0 ft 4 1 Elaatric Reelebraae 0.83 60;0 None 0.00 10 Double Clear E 24.0 ff= 10A ft 4,0 R 3 11 Double Cfear E 20.0 re 10.0 it 12.0 R 4 12 Double Clear r 24.6 IF. 10.0 ft 4.0 R 2 I$ Clod. Gear 3w. 17.0 it, 9.0 it a.0 ft R i< GoNDt+ clear 1lY 24.0 ft' 1.0 R 14j)ft 1 g Ude Detat" xwnw oper4am Cost Electric Rata 15 Double Clear w 819 to 1.0 ft 10.0 ft 1 1a Double Clear Ell! 24,0 IP 1.0 ft 9.0 it 1 (Z 1 Yea WA WA 1T Double Claw W 20.0fF 1.0R 24.0 ft 1 U. 18 Double Clear S 36.0 fe 1.0 ft a,0 fl 1 a Z I$ Double clear 5 24.0 it'. . 1.0 ft 1619 ft 1 20 Double CYar is 4510 fP 1,0 ft 104 R 1 21 Double Clew S 10.0 tfrr 1.011 4.0 R 1 22 Double Clear 8 24.0 tis 11-00 10.0 R 1 123 Double Gear SW 17.0'ft2 9.0 it 12-0 it 2 `24 Double Gear S 16.0 to 1,0 ft 6.0 R 1 Rater Ni4ns: {blank) class:11: 3 P001size: 0 Roar CerMIall 0a 4: {plank) PUCJ G,eetkoget Type: NIA Pomp Sizes: 0.00 hp Area Urgitr Fluorescartt: 0.Q VlalKe Duff Ph cotwects: NIA Dryer Type: Eleetrk: Aiwa Under incandescent 0.0 Leak Free Duct System Proposed: (blank) Stove Type: Electric HP-WERV System Praswd?: Avg.Cetl Ngt: EnergyGaugeiV(Version: FLRCNA-200) 12/17/1999 17: 02 9043480906 SCOTT AIR PAGE 05 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building performance Method A Details ADDRESS: , , , PERMIT#: BASE AS-BUILT" GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points All 2380.0 33.05 14011.6 Double,Char E 1.3 16.0 18D 41.22 1.00 720.8 Double,Clear E 1,3 18.0 32.0 40.22 1.00 1281.4 Double,Gear E 1.3 16.0 36.0 40.22 1.00 1442.6 Double, Clear E 1.3 10.0 12.0 40.22 0.99 476.3 Double,Clear E 1.3 115.0 18.0 40.22 1.00 720.8 Double,Gear E 1,3 8.0 320 40.22 0,97 1248.2 Double,Clear E 1.3 26.0 20.0 40.22 1.00 802.3 Double,Clear E 1.3 26.0 20.0 40.22 1.00 802.3 Double,Clear s 10.0 120 50,0 34.50 0.55 15D4,3 Double,Clear S 10.0 4D 72,0 34.50 0.44 10882 Double,Clear 3 10.0 12.0 80.0 34.50 0.55 15043 Double,Clear 6 10.0 4D 48.0 3450 0.44 725.5 Double,Gear NW 9.0 8.0 34,0 25.46 0.62' 5335 Double,Clear N 1.3 16.0 24,0 19.22 1.00 438.0 Double,Clear N 1.3 10.0 8.0 19.22 0.99 151.9 Double,Clear N 1.3 8D 240 19.22 0.9B 430.0 Double,Clear N 1.3 28.0 20.0 19,22 1.00 383.2 Double,Clear w 1.3 8.0 36.0 36.99 0.97 1282..0 Double,Clear W 1.3 16.0 24.0 38,99 1.00 884.2 Double,Clear W 1.3 10.0 45.0 36.99 0.99 1643.6 Double,Clear W 1.3 4-0 10.0 36,99 0.85 314.2 Double,Clear W 1.3 10.0 24.0 36,99 0.99 676-6 Double,Geer NW 9.0 12,0 34,0 25,46 0.69 998.5 Double,Clear W 1,3 6.0 16.0 38.99 0.97 574.2 As-801:Total: 767.0 20476.3 WAi,.L TYPES Area X BSPM = P6ints Type R-Value Area X SPM = Points Adocant 264.0 0.7 184.8 Frame,wood,Exterior 19.0 2434.0 0.90 2190.6 E)dodor 24340 1.70 4137.8 Frame,Wood,Adjacent 11.0 264.0 0.70 184.8 �sr3 Tq�; 2688-0 4322.8 Ax Sudt Total: 2698.0 2375A DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 20,0 2.40 46.0 Adjacent hauls W 20.0 1,80 32.0 Exterior 0.0 ODD OD 8611 Total: 20.0 48.0 As43uHt Total: 20.0 32.0 ErargyGoupe®ACA Form SODA-97 EnergyGauge91Fl&RES'97 FLRCNA-200 12/17/1999 17: 02 9043480906 SCOTT AIR PAGE 06 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT CEILING TYPES Area X 8SPM = Points Type R-Value Area X SPM = Points Under Atttc 1357.0 0.60 814,2 Under Attic 30,0 1405.0 0.60 843.0 UnderAttic 19,0 288.0 1,10 316.8 Base Total; 1367A 814.2 AsAulit Total: 1683.0 1188.8 FLOOR TYPES Area X BSPM s Points Type R-Value Area. X SPM = Points Sleib 168-o(P) -37.0 -8218-0 Slab-On-Grade Edge Insulation 0.0 168,0(p) -41.20 -6921.6 Rabsed 719-0 -3.99. -2868.8 Raisad Wood,Adjacent 19.0 719,0 0.40 267.6 Ovm Totat: -808" As-Rullt Total: -834.0 INFILTRATION Area X 9SPM Points Area X SPM z Points 2360.0 1021 24065.6 Z380.0 10.21 24091.5-6 Summer Base Ports: 34237,2 Summer As-Built Points: 41607.1 Total Summer X System = Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 41507.1 1.000 1.047 0284 0,950 117421 34237.2 0,3573 12233,0 1 41507.1 1.00 1.047 0.284 0.950 117421 EnargyGaugelm DCA Form OOOA97 EnergyGaug@&T aRESIV FLRCNA-200 12/17/1999 17: 02 9043480906 SCOTT AIR PAGE 07 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS; , , , PERMiT# BASE AS-BUILT GLASS TYPES ,18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 2380,0 8.78 4148.1 Double,Clear E 1.3 16.0 18.0 9,09 1.01 164.5 Double,Clear E 1.3 16.0 32.0 9AB 1.01 292.4 Double,Clear E 1.3 16.0 36.0 9.09 1.01 329.2 Double,Clear E 1.3 10.0 120 9.09 1.01 110.2 Double,Clear E 1.3 16.0 18.0 9.09 1.01 164.5 Double,Clear E 1.3 8.0 32.0 9.09 1.02 285.5 Double,Clear E 1.3 26.0 20.0 9.0g 1.00 1824 Double,Clear E 1.3 25.0 20.0 9.09 1.00 1824 Double,Clear 5 10.D 120 80.0 4.03 2.46 791.9 Double,Clear S 10.0 4.0 72.0 4.03 3.61 1047.7 Double,Clear S 10,0 12.0 80.0 4.03 2.46 791.9 Double,Clear S 10,0 4,0 48.0 4.03 3.61 696.5 Double,Clear Nw 9.0 8.0 34.0 14.03 1.03' 489.7 Double,Clear N 1.3 16.0 24.0 14.30 1.00 34.3,2 Double,Clear N 1.3 10,0 8.0 14.3D 1.00 114.4 Double,Clear N 1.3 8.0 24.0 14,30 1.00 343.4 Double,Clear N 1.3 26.0 20.0 14.30 1.00 286.0 Double,Clew w 1.3 8.0 36.0 10.77 1.01 390.6 Double,Clear w 1.3 16.0 24.0 10.77 1.00 758.7 Double,Clear W 1.3 10,0 45.0 10.77 1.00 486-2 Double,Clear W 1.3 4.0 10.0 10.77 1.04 112.3 Double,Clear W 1.3 10.0 24.0 10.77 1.00 299.3 Double,Clear NW 9.0 12.0 34.0 14.03 1.02 488.7 Double,Clear W 1.3 8.0 16.0 10.77 1.01 173.6 Ax43uUt Total; 787.0 8784.9 WALL.TYPES Area X BWPM Points Type R-Value Area X WPM Points AdmJco" 264.0 3.6 950.4 Frame,Wood,Exterior 19.0 2434.0 220 5354,8 Et2r 2434•Q 3.7D SAMV Frame,wood,Ac�acent 11,0 264.0 3.60 99D.4 Same Total, 2688.0 9IM 2 A&43ultk Total: 2"A.0 8305.2 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points "Powit 20.0 11,50 230jD Adjacent tnsuWad 20.0 8.00 18D.0 Exterior 0.0 0.00 0,0 Baa Total; 20.0 230.0 Am48ullt Total: 20.0 180.0 EnargyGaugeO DCA f=arm 6M"7 EnergydaPg*VFtaRESV7 FL32CNA-2M 12/17/1999 17: 02 9043480906 SCOTT AIR PAGE 08 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT CEILING TYPES Area X BWPM = Paints Type R-Value Area X WPM = Points Under Attic 1357.0 1.20 1628.4 Under Attic 30.0 1405.0 1.20 1686.0 Under Attic 19.0 288.0 200 676,0 Saab Total: 1367.0 1628.4 A*43ullt Total: 1693.4 2"2.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 168.0(p) 8.9 1495.2 Slab-On-Grade Edge IrmuWbon 0.0 168.0(p) 18.80 3158.4 Ralsed 719.0 0.96 890.2 Ralsed Woad,Ad*-ant 19,0 719.0 220 1581.8 Base Total: 2184.4 As48ultt Total: 4740.2 INFILTRATION Area X BWPM s Points Area X WPM = Points 2360.0 -0.59 -13924 2360.0 .0-99 -1982.4 Winter Base Points: 16755.7 Winter As-Built points: 20869.9 Total Winter X System - Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 20649.9 1.000 1.054 0.426 0.950 88919 16755.7 0.5340 8947.6 20869.9 1.00 1.064 0.426 0.950 8991.9 ErwgyGaWe"' DCA Form 60C)A-G7 Ener4YGetge&1FWRE8'B7 FLRCNA-200 12/17/1999 17: 02 9043480906 SCOTT AIR PAGE 09 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRF$$: , . . PERMIT#; BASE AS-BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 6238.0 60,0 0.93 3 1.00 2596.37 1.00 7795.1 As-Built Total: 7786.1 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Hosting + Hat Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 12233.0 8947.6 8238.0 29418.15 11742.1 8991.9 7795.1 28529.1 PASS ..s n Ene WGauga T" DCA Form 60CA-27 EmrgyGaugeVFIaRE897 FLRCNA-200 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 PERMITINFORMATIO , Permit Number: 19388 LOCATION INFORMATION Address: 670 SHERRY DRIVE Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: 200,000.00 Parcel Number: Improv. Cost: 200,000.00 _ OWNER"INFORMATION Date Issued: 12/2711999 Name: CAIL, STEVE & MARSHA Total Fees: 3,882.00 Address: 652 SHERRY DRIVE Amount Paid: 3,882.00 ATLANTIC BEACH, FL 32233 Date Paid: 12/27/1999 I Phone: (904)241-3558 Work Desc: RES BLOC i— OOD CONST/ RADON 1357/SC/HSF/2042 CONTRAGO PROPERTY OWNER PERMlT 1,140.00 WATER IMPACT FEE 590.00 SEWER IMPACT FEE 1,250.00 WATER METER/TAP 525.00 RADON GAS-H.R.S. 6.45 RADON CAB 5% Q.34 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 CONST.SURCHARGE 9.19 SCHARGE/ATL.BCH. 1.02 I _ ns coons,- . - _. t - �-- _ fired=-;__ - ---- ••-;� � � FOOTING SLAB COVER UP FRAMING FINAL BUILDING CERTIF/OCCUPANCY INSULATION NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Operator: CHERYLr- Late: 12/30/99 01 Receipt: 0023048 ATLANTIC BEACH UILDIN—G-DEPT. Total Pa"ent $3882.00 J 1 CITY OF ATLANTIC BEACH PER'M;I�T CALCULATION SHEET Address 6 -7 Date Heated Sauare Footageaper sq ft = $ Garage/Shed _@ S �per sq ft = $ L arpor /Porch .3 2 @ per sq ft = $ Deck per sq ft = $ Patio @ $ per sq ft = S TOTAL VALUATION: S ©� Total Valuation 1st $ / 000 �p 000 3t?'i S 3 oy. Remaining Value $,3. per thousand or portion thereof TOTAL BUILDING FEE + 1/2 Filing Fee $ (0 Fireplaces @ $15 . 00 BUILDING PERMIT FEE WATER IMPACT FEE $ 6 g d O SEWER IMPACT FEE $ / .S�J•�0 WATER METER/TAP $ S 2 J 8 4 CAPITAL IMPROVEMENT .2 S S EW E TAP `1 RADON (HRS) . 0050 S SECTION.. H PAVING ( ) $ HYDRAULIC SHARES $ �' CROSS CONNECTION ,,�_OEOL SURCHARGE . 0050 'OTHER S GRAND TOTAL DUE S 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 : BUILDING, PL4N1VING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CERTIFIC4 TE OF OCCUPANCY WORKSHEET Date Requested: /0 - Building Contractor: 06&� Building Permit Number: 95 3 Address : `70 I.egal Description: �� go' Improvements to the above described property have been completed in accordance with the terms of ,the permit and is certified to be readv for occupancy as Lowest Floor Elevation: � � O recxuired as built BEFOREISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY � N Fire Public Works /y y-U O Planning /v a,J i Building /0 - -v /C!` - t 0 -6) zr 10/04/2000 12:27 9042411252 DURDEN LAND SURVEYOR PAGE 01 "A SC WING BOUNDARY SURVEY CSE., LOT 80, SECTION NO. 3, SALTAIR, AS RECORDED IN PLAT BOOK 10, PAGE 16 OF THE PUBLIC RECORDS OF DUVAL COUNTY., FU*IDA. 1�7 AT ( Xr r�er 16 OW 4049 a V1 .TATA',1mY alri(�d y, 1 7yo.fNO NA y�p.�✓' "� ,�r�xr,��sex�rr� a $ �tl � 470 ' rccaNQ traxrrvna SdccAVY.BVr fi,�sr ��/c frix✓cs)w'tCrFPAr10 fXAol MwO ANa AllMriM &4L . I L INTERIOR BOUNDARY ANGLES ARE 90000'00" BUILDING RESTRLCTIOO LINE sBmx ON PLAT, THERE 1fhY BE EkSEMNTS (1R 1ES'TAICTION LINES BY ZONING OR I3iAT AU MORbED I'N 'T1M PU$LIC RECORDS OF THIS C�L!N1Y THAT AFPECT Ur$ PROPERTY THAT ARE NOT SHOWN £ THIS SM-EY. . - . S PiROP'P.RTY 'LIES IN Y-LOOD ZONE "A" WHICH IS THE AREA RECNf�K IEPJ"E�BER Z6,ZD00 . . i?8 THE 100 YEAR FLOOD ACGOIDING TO COMMUNITY PANEL Td SHOW F/A/AL SdRVEY NO. 120075 OKI D, REVISED 4/27/89, N.ISHED FLOOR ELEVATIONS SWWP ARE IN FEET AND BASED ON :TTOKAL GEODETIC VEETICAE DATUM. p,4�va.�?�vr60x 7fJ�f3�.✓�Fir OC T SQA'✓.er.!•ear MdAMAM A�.csai� • 73/GrKErC.fca�.gac d�!✓J/5+/ni�•l�ow•/es•RT�jd� D 7 x INC. 0643 H. BRUCE DURDEN, SR. PROFFSSPDNAP_ LAND SURVEYOR N&l f-74 FLORIDA P 903 SOUTH 7RM STREET DATE- :ALE PoW4r Fax Noce 7671.. �B pepas� Mf0 URVEY'oR' r - To rncna x Phone A OCT-4-2000 WED 12f86PM ID:247-5845 PAGE: i FLOODPLAIN DEVELOPMENT INFORMATION i Location:: !c>>o Type of Development: /L�.�� r Flood Zone:—)< Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development_ Date Applicant's Signature � Department Use: Required Lowest Floor Elevation ' As Built Lowest Floor Elevation ' Survey Filed with Building Department (� ( '11L , Building Department Representative CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 109 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 670 SHERRY DRIVE Owner: CAIL, STEVE & MARSHA ATLANTIC BEACH, FL 32233 652 SHERRY DRIVE ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 19388 Date: 10/10/2000 DON C. FORD, C.B.O. Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 109 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 670 SHERRY DRIVE Owner: CAIL, STEVE & MARSHA ATLANTIC BEACH, FL 32233 652 SHERRY DRIVE ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 19388 Date: 10/10/2000 DON C. FORD, C.B.O. Post in a conspicuous space 10/04/2000 12:27 9042411252 DURDEN LAND SURVEYOR PAGE 02 FEDERAL EMERGENCY MANAGEM NT AGENCY d_M.g. No- 3067-0077 .NATIONAL FLOOD INSURANCl PROGRAM Expires July 31, 2002 .' .; ELE�/A ION CERTIFICATE IMe2rtli t: ftod the instructions on Rog" 1 -7. SECTION A-PROPERTY OWNEKINFORMATION For Insurance Company Use: SUtI q !'s 01NN1"Fb'S ttllAAE Policy Number $lJ(LpING STREE=T AU.MES$ Init,suite,sndlor$Ido.No-)OR p:0.ROUTE AND BOX NO: Company NAIL Number ''"CITY STATE ZIP CODE . PErRTY blj$��Cy�Ry,F�Jiy tOrPi�L�auw�rt/��ird;�Bto Numbers./Tax Parrael Number,Legal Description,etc.) BUILDING USE-•(e,Q.;'Rdsida It. dition;Accessory,etc. a Comments section tt necessary.) DEILONGITUM HORIZONTAL 0A UM: SOURCE; GPS(Type); LA tQPTI �; I_.I. YP (-.N11r. #.W oe 0#IJ ill ° ': LI NA4 1927 i;_k NAE)1983 [_I:USGS Quad Map Lj Outer: S(rGTIOIV B FI.O INSURANCE RATE MAP(FiRM)'INFORMATION. .t3t..biFIP GOMAAitNIT1l.NAMfv'dCENfRlt KFTY NUMBFR " 02.CIDUNTY NAME 83.STATE iH1AR Abs PANF� 135.SUFFiX Ht;.FIRM INDEX. R FIRM PANEL B8-FLOOD 89:BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIVEIREVISED DATE ZONE(S) (Zone AO,use depth of flooding) .<. �#tf..Indicate the sauice of the.8es8 Flvmd'Elevsdon(6FE)data or base flood depth entered in 69. Lj FES vfilft Fl*` Community Qetermined Lj Other(Describe): h 1;t;.lndleaWthe elevatiorl d�atgIn"90;for t BFE In B9:�NGVD 1929 �IVA1IfJ 7988 ��Other(Describe): B I :is the buit8 pq located iet;a Co*sW ftMi9r Resou,"s System(CBRS)area or Othen#ise Protected Area(OFA)? J__-j Yes I___1 No Desionation Oiate: ' ' • S!C'1 RRt: BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) �;.Building elevations air`etb6lm!W.ofi:..{;_(Construcilon.Drawings* I_jBuilding Under Construction` NFinished Construction u.:' *A new ElevaW400koteWbte required when construction of the building is complete. � Z Building fliagr8m'.iVirmtiur (Woct the building diagram most similar to the building for which this certificate is being completed-see t•. pages 6 aftd 7: 'ti no dlagrum b0curately ne►presenis the building, Provide a sketch or photograph.) N'.. i3 ,g• IevalrorrS-tortes fl140A,•AE;' �A(withBFE);-VE,V1430,V(with BFE),AR,ARIA,ARAE,ARJA1-A30,AR/AH.AR/AO Complete lbems'C3a-i bektW'i9cbonding tothe building diagram specified in Item C2.State the datum used, if the datura is different from I;`.-• ate datum used4dr the:BIFE.iri.S6ction B,convert the datum to that used for the OFE.Show field measurements and datum conversion cata,Iatipn. ,Use:the sparcA'pr4vvded•or the Comments area of Section Q or Section G,as appropriate,to document the datum conversion. Datum�,��- Cgerv4:ronlGornrnents '.. tevation refeYirr tnarl<ueed' Does the elevation reference mark used appear on the FIRM? (T�Yes No C1 a)Tbp of bottom flair(Inoi ding basement or enclosure) �.,.. .. r 0-b)Tbp of.nieia;hlgMer tut» �a Q 4130ttvm1e3t hotizontial-structural member(V zones only) Attar ted' a 6f: ilttS g fl.( Lowest mi va$Dh of rbrlac ,tary'and/or equipment �' . servicing)the buildiing Alc O Lowest adjacent grade;(kJ ? j-ft.(m) ?�.'<'.:D'gI ttt hest'arijaacertt g! Ar,,)... R.(m) s;;i`• O h)No,of perrnarierlt;cipeinin{gs.(i(ovd'vents)within 1 ft.above adjacent grade O"1)Total d of all permanent openings-(flood vents)In C3h sq.in.(sq. cm) irNGINEER,OR ARCHITECT-CERYIFICATioN ;Tltis cera olsan:i'S ttt b>s: s4aled'p)r a land syrvey ori engineer,or architect authorized by low to Certify elevation information. i •ce'rtMy tfret lure ir**wllYdnjn.Sedivns A, S.and C an tlris ceitiAcate presents my best efforts to t»terpnet the data avallabte- ..Wtde► tand'lhatan' faJse'�t »f'gt�riai be fable b fire ori risonnwrnt under iB. U.S�Sec6or1001. _..,_ r s za 744 F,442,!!9 143A COMPANY NAME r✓r� S�/ �' OZ'S' /.i/ AppRF,S CI YSTATE ZIP coD ..•.SIGMA TE TELEPHONE ... °. Farm-81-31,AUO 89 SIS REVIwRSE SIM fOR CONTINUATIO REPLACES ALL PREVIOUS EDITIONS OCT-4-2000 WED 12:07PM ID:247-5845 PAGE:2 STEVE CAIL 670 SHERRY DRIVE ATLANTIC BEACH FLORIDA 32233 ATLANTIC BEACH BLDG DEPT ATTN: DON FORD October 9, 2000 Ref: Three steps on front porch Dear Mr. Ford Thank you for meeting with me on Friday, October 6t". This letter is to confirm our conversation about the 3 steps on the front porch of 670 Sherry Drive. As I explained the 3 treads on the front porch were extended so as to accommodate my 78-year-old mother-in-law who uses a Quad-cane for walking, particularly when climbing stairs. Again, thank you for allowing this small adjustment in the building code to help us with the care of our family member. n�T - 9 2000 Sincerely, City of Atlantic Beach 130ding and Zgni g Steve Cail - 3 NOTICE TO: Water Department FROM: Building Department o �o-�bov DATE: ---------- --- om feted on Please be advised that the final buildingu ion water s no longer needed; Also n has been c each of the following addresses and co included below is the ERU number for each location: permit ,RlUmb..P. Property Perty Addr s ERU Number �- -------------- 3 311___ X70 _L --� ------ ------------------- ------------------ Since Pat Barris Building Department ,o CITY QF 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 -- "- ----- -- --�- -----10 - TELEPHONE(904)247-5800 \ FAX(904) 247-5805 Aill, _ SJNCOM 852-5800 ren rr / - /0 _QQ L.;ti i C � IC:A ( -no+ri.c}i^n Q. A11�infcnnnnc 1!L!-1 VVI IJl1 U lIVl1 Vl IYIG 11 Viii lui 1VV 2325 Emerson Street Jacksonville, FL 32201 Attention: Connie Re: Final Electrical Inspections Dear Connie: final, inon �}it-no on the folice:1inn Ivvatiyns have been CoMnletad and annroved, PERMIT NO. ADDRESS I�leuc�e �MII mo at QnA-247_58_76 if you have any questions. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT CITY OF fQ sGfsrzcc BmcA" Office of Building Official REQUEST FOR INSPECTION 2 p Permit No. Date � �" A.M. Time PM Received � �� •!� Locality Job ddress � 'r / Owner's `�'� / /) �l /`-Contractor Name PLUMBING MECHANICAL BUILDING CONCRETE ELECTRICAL ❑ Air Cond. & ❑ Framing ❑ Footing ❑ Rough Wiring ❑ Rough Ll Heating Slab ❑ Temp Pole Top Out❑ Re Roofing 11 Slab Sewer Ll Fire Place Insulation ❑ Lintel C Final Pre Fab ,Q4 r{1a c, . READY FOR INSPECTION A.M. ✓4TV v Wed. Thurs. Friday PM. Mon. Tues. EE A.M. 3 g _ O O P.M. Inspectio a Final Inspection ❑ Inspector — Certificate of Occupancy ❑ Date CITY OF , f'Y � /3e=A Office of Building Official REQUEST FOR INSPECTION /4 ;z ��'0 U Permit No. Date A.M. TimeP Received �j V Lgcality Job Address �1 n � Owner's Contractor Name PLUMBING MECHANICAL BUILDING CONCRE ELECTRICAL ❑ Air Cond. & ❑ F Rough ❑ ooting Rough Wiring ❑ g ❑ Heating Framing 'Com' Temp Pole ❑ Top Out ❑ Fire Place ❑ Re Roofing ❑ Slab n Final ❑ Sewer pre Fab Insulation ❑ Lintel (LDREADY FOR INSPECTION PM Tues. Wed. Thurs. Friday_--- Mon. A.M. P.M. Inspection M - Final Inspection 11Inspector — Certificate of Occupancy Date CITY OF / Office of Building Official REQUEST FOR INSPECTIO Q M3/ Permit No. --� Date � M � Time P. Received ocality Job Address N Owner's Contractor Name PLUMBING MECHANICAL CONCRET ELECTRICAL ❑ Air Cond. & ❑ BUILDING ❑ Rough Wiring ❑ Rough ❑ Heating Framing Temp Pole ❑ Top Out ❑ Fire Place Fr ❑ FrRoofing ❑ Slab ❑ Sewer Pre Fab Re ❑ Lintel ❑ Final Insulation A.M. READY FOR INSPECTION Thurs. Friday Tues. Wed. Mon. / d A.M. P.M. Inspecti0 Made Final Inspection ❑ Certificate of Occupancy❑ Inspector Date //CITY OF 4j�C /3 - Office of Building Official REQUEST FOR INSPECTION -3 d r1 Permit No. Date � �V A. Time P Received Locality Job Addre Owner's Contractor MECHANICAL Name ELECTRICAL PLUMBING CONCRETE ❑ Air Cond.& BUILDING Rough Wiring ❑ Rough ❑ Heating Footing ❑ Pole ❑ Top Out ❑ Fire Place Cl Framing ❑ Temp ❑ Sewer ❑ Slab Final Pre Fab Re Roofing ❑ Lintel Insulation A. READY FOR INSPECTION Friday � Thurs. Wed. Tues. A.M. Mon. Q P.M. Final Inspection E3 Inspection Mad occupancy Certificate of Inspector Date CITY OF G� lYILGI Bs Office of Building Official REQUEST FOR INSPECTION �i Permit No. 3 0 � ---- Date A.M. Time P.M. Received 1Z Locality ,o Job Address fj Owner's �A -P— I MA-s 1d h A Contractor PLUMBING MECHANICAL Name CONCRETE ELECTRICAL ❑ Air Cond. & ❑ BUILDING ❑ Rough Wiring ❑ Rough ❑ Heating ❑ Footing Temp Pole ❑ Top Out 0 Fire Place ❑ Ell ❑ Framing Slab ❑ Sewer Re Roofing ❑ Lintel E, Final Pre Fab Insulation A.M. READY FOR INSPECTION Friday--P.M. Wed. Thurs. Mon. Tues. A.M. _ P.M. a Inspection ade 7 Final Inspection ❑ Certificate of Occupancy ❑ Inspector Date �A,11- A- r- G CITY OF 41 4t 404t ji'e Qe=4 Office of Building Official REOUEST FOR INSPECTION 3 Permit No. Date Time Received d Locality Job Address Owner's ' Contractor Name PLUMBING MECHANICAL CONCRETE ELECTRICAL ❑ Air Cond. & ❑ BUILDING ❑ Rough Wiring ❑ Rough ❑ Heating 11mp Pole Footing TeEl Top ❑ Fire Place op Out ❑ Framing ❑ Slab ❑ ❑ Sewer Re Roofing ❑ Final Pre Fab Lintel Insulation ❑ A.M. READY FOR INSPECTION Friday_�P.M. Wed. Thurs. Mon. Tues. A.M. P.M. i Mad Final inspection Inspectio Certificate of Occupancy inspector /� Date nn /CITY OF ,,��,/'"� ri BeacA-07&I" Office of Building Official / REQUEST FOR INSPECTION v .,.r �� /�/ Permit No. Date ' —l.J / A.M. Time P.M. Received ocality Job Add res Owner's (,l -S�D Contractor Name PLUMBING CHAN CONCRETE ELECTRICAL ❑ BUILDING ❑ Rough Wiring ❑ Rough ❑ Heating Framing 12 Footing ❑ ❑ Fire Place Temp Pole ❑ Top Out ❑ Re Roofing 11 Slab ❑ Sewer Insulation El Lintel ❑ Final pre Fa��%� READY FOR INSPECTION A. Thurs. Frida Tues. Wed. Mon. A.M. /J P.M. Inspection Mad ( /� Final Inspection ❑ Inspector Certificate of Occupancy ❑ Date nn CITY OF QwrA Office of Building Official REQUEST FOR INSPECTION D O Permit No. 92 Date 6 la y O A Time Received Locality Job Address �� Owner's dContractor Name PLUMBING MECHANICAL CONCRETE ELECTRICAL BUILDING ❑ Rough ❑ Air Cond.& ❑ Footing ❑ Rough Wiring ❑ Top Out ❑ Heating rami ❑ Temp Pole ❑ Fire Place ❑ Re Roofing ❑ Slab ❑ Final ❑ Sewer Pre Fab Insulation Lintel READY FOR INSPECTION A.M. Thurs. Friday Tues. Wed. Mon. A.M. �� P.M. Inspection Made Final Inspection ❑ Inspector Certificate of Occupancy ❑ Date CITY OF 13e=A- Office of Building Official REQUEST FOR INSPECTION 9.33 Permit No. Date l.9 A.M. Time P.M. Received ;\ v ' "' � Locality Owner's Job Address _ ell— 0j::: 1= _Contractor Name pWMBING MECHANICAL CONCRETE ELECTRICAL Rough ❑ Air Cond. & � =Framin ❑ Footing ❑ Rough Wiring ❑ g ❑ Heating ❑ Temp Pole ❑ Top Out Re Roofing ❑ Slab ❑ Sewer ❑ Fire Place Insulation ❑ Lintel ❑ Final Pre Fab J7A owN(p-;Rz READY FOR INSPECTION Sir Tues. Wed. Thurs. Friday P Mon. A.M. P.M. Inspection Final Inspection ❑ Inspector Certificate of Occupancy❑ Date /CITY OF Office of Building Official REQUEST FOR INSPECTION /` ^ O v Permit No. � l Date ��^^� Time RM• Received � O u\ 16 Lo ality Job Addr s k � Owner's Contractor Nam PLUMBING MECHANICAL CONCRETE ELECTRICAL ❑ Air Cond.& ❑ BUILDIN ❑ Rough Wiring ❑ Rough ❑ Heating ❑ Footing pole ❑ Top Out ❑ Fire Place ❑ mg Slab ❑ Temp ❑ Sewer Re Roofing ❑ ❑ Final Pre Fab ❑ insulationtion Lintel A.M READY FOR INSPECTION Wed. Friday 4u-eZs oCo n."/ S / _ Q P.M. f Final Inspection ❑ Inspection Ma ❑ � Certificate of occupancy Inspector Date AA11�� CITY OF rile Qe=A-&;&,i-4 Office of Building Official REQUEST FOR INSPECTION yl Cho Permit No. Date Time A.M. Received P.M. b70 y Locality J"dress s` Owner's ! 1 L 3�7 Contractor Name BUILDING CONCRETE ELECTRICAL P MECHANICAL Air Cond. & E]Framing ❑ Footing El Rough Wiring [:j Rough ❑ Heating Re Roofing El Slab ❑ Temp Pole ❑ Top Out ❑ Fire Place ❑ Lintel ❑ Final ElSewer Insulation El Lintel Fab READY FOR INSPECTION ) Wed. Thurs. Friday Mon. A.M. P.M. Inspection Made Final Inspection ❑ Inspector Certificate of Occupancy ❑ Date MAP SH❑WING BOUNDARY SURVEY DE- LOT 80, SECTION NO. 3, SALTAIR, AS RECORDED IN PLAT BOOK 10, PAGE 16 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. !!57 /-;Z y o/-;7 / ✓le nvd�') l f CONCRETE EIVI' - ,� . e . p7A �14 9 ' Cit of Atlantic E3 ac oQuilding and Zo in �DELI[BALCONY Q �9 9 r" Md Th"RCE t\� p g Q LST O STORY MASONRY � d' O L� FRX,IGE REf/DENCE � � �j✓GT poSTEv I L o y✓ES7 F/^i�SNEo . � FL a�fZ EG E✓_ B-5 32 9 3' SECOND fTORYW000 : BALCONY ANO F/RST �X/C IFolz Y CONCRETEAAIR FRAME fHEO ANO WOoo PLANTER EA/CQDACN 4.8 FaciNv�2"/.40� OipE '1 ve r.o) 50. 00 / PiPr�i�o r.p� o, Bg ^/DTP-4- -ALL INTERIOR BOUNDARY ANGLES ARE 90°00'00': -NO BUILDING RESTRICTION LINE SHOWN ON PLAT, THERE MAY BE EASEMENTS OR RESTRICTION LINES BY ZONING OR : THAT ARE RECORDED IN THE PUBLIC RECORDS OF THIS COUNTY THAT AFFECT THIS PROPERTY THAT ARE NOT SHOWN ON THIS SURVEY. -THIS PROPERTY LIES IN FLOOD ZONE "A" WHICH IS THE AREA RECHECK fEPTEvBER 28, 2000 OF THE 100 YEAR FLOOD ACCORDING TO COMMUNITY PANEL TD sHOI✓ F/NAL SURVEY NO. 120075 0001 D, REVISED 4/17/89. -FINISHED FLOOR ELEVATIONS SHOWN ARE IN FEET AND BASED ON [RATIONAL GEODETIC VERTICAL DATUM. 57E✓E�1• TdC.�E.4�rvE/�'s1,� ��b/a CAi�FiEt v,t.(ofZTrGrE f75SOC/L1TE0�.Oj�v T/TLEZ D U r1r m"D E N LAND DURDEN LAN �URRI V 5EY®FS INC. (' LB 6645 H. BRUCE DURDEN, SR. PROFESSIONAL LAND SURVEYOR NO.1674 FLORIDA 1103 SOUTH THIRD STREET DATE: NIA�C� �� 2000 JACKSONVILLE BEACH, FLORIDA 32250 SCALE: (904) 249-7261 FAX (904) 241-1252 THIS MAP OF SURVEY IS NOT VALID UNLESS IT IS SIGNED AND HAS THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR. � �ITY OF `lam ( °e�%� �'Q � Be Js 6;�� r�3� -7 '3 Office of Building Official be REQUEST FOR INSPECTION 470 Date ! ?— 3 O v Permit N . Time A.M. Received 'M' ,( �� /� � � `Y ality Job Ad�dlesy —f Owner's tel/,/ � C _. Name MECHANICAL �ingFooting CONCRETE ELE AL Rough ❑ 1 r ❑ Rough Wiring -� g eating Slab p ❑ To Out ❑ Re Roofing ❑ ❑ Tem Pole p ❑ Fire Place Insulation ❑ Lintel ❑ Final ❑ Sewer Pre Fab READY FOR INSPECTIONA.M. Mon. Tues. Wed. Thurs. Friday A.M. P.M. Inspection ade Final Inspection ❑ Inspector Certificate of Occupancy ❑ 71 ^—, s Date 12 G TRANSMITTAL OCCUMENT FOR JEA DATE : '7- The follow_ng permits have passu "rough" inspecticn: Feit No . Address 4:�—�V -7 & 6 -Cur recC_-s accord- naly. cL'ILL-:IG CLERK vcb SECTION D-SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. t certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under18 U.S. . CodeR Section 1001. LiCIENCERTIFIER'S NAME OAS�O !(i7� F�0.2 l�i4 /3�l�CEylfiQQE/� s� COMPANY NAME TITL �f�D/��"J�S/D/�.�1L- ��i�Sl�/Q✓E.�'QL� CI OL/r�!�� STATE�� ZIP COD ADD iO3 L/ l V SIGNATU �� ATE �/ G CTELEPHONE US EDITIONS FEMA Form 81-31,AUG 99 SEE REVERSE SIDE FOR CONTINUATIO REPLACES ALL PREVIO MAP SHOWING BOUNDARY SURVEY GE- LOT 80, SECTION NO. 3, SALTAIR, AS RECORDED IN PLAT BOOK 10, PAGE 16 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. : /moo .•zir�/T-af-war) FOvi�o�2..iRo� f � " •CON[RE7E � T T 95C<7<E i DR/VE • STA/RS •p � j 14.g ' JECONO STORY O£CK av► rNiRO f"le y 6A16O1Y Q o 4' Vol ,9 rWo AND ;tiRCE 0 S/ Q JTORY M4fONRY O Lo • FR,01- REI/DENCE � /�✓a7-�oSTEv SE[OND fTORY!✓000 aALcow ANo Fiasr �X JTORY CONCRETE PAT/0 fAAME fNED AND W000 PLANTER ENGk0.46fl 50. oo 4.8 O P of IN RJ o l~ �•0 I `off 69 G aT 0g I N I -ALL INTERIOR BOUNDARY ANGLES ARE90000'00'. -NO BUILDING RESTRICTION LINE SHOWN ON PLAT, THERE MAY BE EASEMENTS OR RESTRICTION LINES BY ZONING OR THAT ARE RECORDED IN THE PUBLIC RECORDS OF THIS COUNTY THAT AFFECT THIS PROPERTY THAT ARE NOT SHOWN ON THIS SURVEY. •THIS PROPERTY LIES IN FLOOD ZONE "A" WHICH IS THE AREA QECNECK fl_plY ,6l_R ZB, Z000 OF THE 100 YEAR FLOOD ACCORDING TO COMMUNITY PANEL jQ SHOW F/NAL fz1, f ',y NO. 120075 0001 D, REVISED 4/17/89. -FINISHED FLOOR ELEVATIONS SHOWN ARE IN FEET AND BASED ON NATIONAL GEODETIC VERTICAL DATUM. p�EOQ�Eo�orz T</E gFi�cFi7 OF 5TH✓EJ' E fo.ZTr,a rE ASSDC/�TEv�-div TiTGE i.�s: CD. LDURDEN LAND V l( ®ra INC. — L8 6645 H. BRUCE DURDEN, SR. PROFESSIONAL LAND SURVEYOR NO.1674 FLORID 1 103 SOUTH THIRD STREET DATE: JACKSONVILLE BEACH, FLORIDA 32250 SCALE: l 20 (904) 249-7261 FAX (904) 241-1252 THIS MAP OF SURVEY IS NOT VALID UNLESS IT IS SIGNED AND HAS THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR. FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -7. SECTION A-PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number S�.E vF �-'4/G BUILDING STREET ADDRESS(Including Apt.,Unit,Suite, and/or Bldg. No.)OR P.O. ROUTE AND BOX NO. Company NAIC Number O ZIP CODE CITY STATE - PROPERTY DESCRIPTION(Lot and Block Numbers,Tax Parcel Number,Legal Description, GoT 84!512 7'149� No . 3. -41- Q BUILDING USE(e.g., esidential, Non-residential,Addition,Accessory,etc. se Comments section if necessary.) _ 155 : �/Tl<JL LATITUDE/LONGITUDE(OPTIONAL) HORIZONTAL DATUM: SOURCE: 1_1 GPS(Type) or NAD 1927 1_I NAD 1983 1_I USGS Quad Map �_�Other: SECTION B-FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME&COMMUNITY NUMBER B2.COUNTY NAME B3. STATE 20D S L � B4. MAP AND PANEL B5.SUFFIX B6. FIRM INDEX B7. FIRM PANEL B8. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIVE/REVISED DATE ZONE(S) (Zone AO,use depth of flooding) 45142a// a &A- _ i78 S B10. Indicate the source of the Base Flood Elevation (BFE)data or base flood depth entered in B9. 1_1 FIS Profile 1_1 FIRM A Community Determined 1_1 Other(Describe): B11. Indicate the elevation datum used for the BFE in 139:X NGVD 1929 i-1 NAVD 1988 1_1 Other(Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 1_1 Yes 1_1 No Designation Date: SECTION C -BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 1_1Construction Drawings' 1_1Building Under Construction" XIFinished Construction "A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number_ I (Select the building diagram most similar to the building for which this certificate is being completed-see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations–Zones Al-A30,AE,AH,A(with BFE), VE,V1430, V(with BFE),AR,AR/A,AR/AE, AR/A1-A30,AR/AH,AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes Yes No ❑ a)Top of bottom floor(including basement or enclosure) 8 B ft.(m) ❑ b)Top of next higher floor —ft.(m) �h Cl c) Bottom of lowest horizontal structural member(V zones only) _ft.(m) 00 r ❑ d)Attached garage (top of slab) S LU ❑ e) Lowest elevation of machinery and/or equipment � 1 servicing the building B ft.(m) E ft.(m) Z.0 1 y, LI f) Lowest adjacent grade (LAG) „N ❑ g) Highest adjacent grade (HAG) 2 ft.(m) 3 ❑ h) No. of permanent openings (flood vents)within 1 ft. above adjacent grade �� r ❑ i)Total area of all permanent openings(flood vents) in C3h sq.in. (sq. cm) SECTION D-SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER A/ F3r4l�CE l�l�iPO�N S,� �/O lei7� TI TL COMPANY MME �i�OF�SS/Or�aL .L-Q�/�SUiQ✓E�O�n U�'�� SU�P!/�YOBS /NG ADDRESS STATE�� ZIP COD SIGNATU ATE - O US EDITIONS FEMA Form 81-31, AUG 99 SEE REVERSE SIDE FOR CONTINUATIO REPLACES ALL PREVIO CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT Permit Number: 20003 Address: 670 SHERRY DRIVE E"CNA-A Permit Type: P IiC�o-�- ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: 200,000.00 Parcel Number: Improv. Cost: Date Issued: 5/03/2000 Name: CAIL, STEVE & MARSHA Total Fees: 55.00 Address: 652 SHERRY DRIVE Amount Paid: 55.00 ATLANTIC BEACH, FL 32233 Date Paid: 5/03/2000 Phone: 904)241-3558 Work Desc: INSTALL CENTRAL HEAT AND AIR rm C N 7 IMP sm EASTCOAST HEAT AND AIR, INC. PERMIT 55.00 _ r ROUGH MECHANICAL FINAL I NOTICE - INSPECTIONS MUST BE REQUESTED-AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER- "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING-IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. --- -- — – -- 655.88 14 Receipt: 9854358 low ATLANTIC BEACH BUILDING DEPT. BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC REACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. 1 Street Address:. LOCATION OF Intersecting Streets: Between __ ____and BUILDING Sub-division 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 attactLed 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 Contractors O Q Contractor (Print) r fi CdT Q �Q lNcMaster L ALO Name of Property Owner S �( L Signature of Owner Signature of or Aufhori:ed Agent Architect or Engineer 111. GENERAL INFORMATION A' Type of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON f^y Electric THIS BUILDING OR SITE? /❑ Gas--❑ LP ❑ Natural ❑ Central Utility IF VES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT —� Other — Specify IV. MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) Residers ' or Ll Commercial kt)at ❑ Space ❑ Recessed ><tanfrol C1 Ffoo+ New Building rr Conditioning: ❑ Room P�__&ntnl ❑ Existing Building Duct 'system: Ma•*riaL� -Thicine _r� U Replacement of existing system 2©©0 El New installation(No system previously installed) Maximum capaciry s'.4.!r. ❑ Extension or add-on to existing system ❑ Refrigeration ❑ Other — Specify _ ❑ Cooling tower: Capacity g•p.m. ❑ Fin sprinklers: Number of heads ❑ Elevator ❑ Manlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE OIVLY ❑ Gasoline pump. (number) (Reeeiwd) ❑ Tanks--- (number) Remarks ❑ LPG contain* (number) ❑ Unfired pressure Vessel Permit Approved by Det*_ ❑ !oilers ❑ Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT capadty ApppprovbW Number Units Description Model Plumber Manufacturer (TOM) Mercy Seep �e P34S ado nO k .tis /w eft 7H&--r- E6 &-'r- .v E6�/Al(Ur-06 0 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 ELECTRICAL PERMIT PERMIT INFORMATION I LOCATION,INFORMATION Permit Number: 19707 Address: 670 SHERRY DRIVE Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: 200,000.00 Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 3/09/2000 Name: CAIL, STEVE & MARSHA Total Fees: 50.00 Address: 652 SHERRY DRIVE Amount Paid: 50.00 ATLANTIC BEACH, FL 32233 Date Paid: 3/09/2000 Phone: (904)241-3558 Work Desc: CS4/0 200AMPS 1 PH 3W 240V 3"RW ALUM - NEW RESIDENCE CONTRACTORS APPLICATION FEES BIVINS ELECTRIC CO. PERMIT 50.00 -- =Inspections Requfred'. ROUGH ELECTRIC FINAL ELECTRIC NOTICE-- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. (56.88 14 — Date: 3/03/68 61 Receipt: 6646c65 ._.�„ CHECKS b564 8616666321666 ATLANTIC BEACH UILDING Dec-29--98 11 : 23A I . P.01 CITY OF ATLANTIC BEACH, FLORIDA App►oywby APPLICATION FOR ELECTRICAL PERMIT 9(9 TO THE CHIEF ELECTRICAL INSPECTOR. DATE:. SJ IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAIDWORM ORDANCE WITH THE ATTACHED PLANS AND SPECIFICATION., WHICH ARE A PART HEREOF, AND IN CCORDAN E WITH THEE TRICAL REGULATIONS, CODES AND CITY O) ATLANTIC BEACH ORDINANCES. R'( J( nS Pe 4r t c- 0�1 ELECTRICAL FIRM: MiSTO ELECTRICI IGNATUR ~ NAME 2-` e—VC 1ALESS: �rl RFD BOX BLDG.SIZE BETWEEN: RES. ( } APT. ( I comm.( ) PUBLIC ( ! INDUS. ( ) NEW OLD( ) REW. ( 1 ADDITION ( ) TRAILER 1 } TEMP. ( } SIGNS ( ) SO. FT. SERVICE: NEW( } INCREASE ( I REPAIR ( ) FEE CONDUCTOR SIZE AMPS p?()() COPPER 1 } ALUM. ) SWITCH OR BREAKER cV-d AMPS I PH 13 wi OLT _ RACEWAY EXIST.SERV.SIZE AMPS PH Wl VOLT RACEWAY FEEDERS NO. SIZE N0. SIZE I NO. SIZE _ LIGHTING OUTLETS CONCEALED OPEN TOTAL N RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31•(00 AMPC. SWITCHES INCANDESCENT FLUORESCENT&M. V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT.: KW-HEAT 0.1 OVFR MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS�^ I MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. ^ NO. KVA NO. KVA NO.NEON TRANSF. NO. VA. hnA. MOTOR SIZE SWITCH FLASHER _ EACH SIGN — FORWARDED S --- TOTAL FEES CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERM[rjNFORMATION LOCATION INFORMATION Permit Number: 19679 Address: 670 SHERRY DRIVE Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: 200,000.00 Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 3/07/2000 Name: CAIL, STEVE & MARSHA Total Fees: 74.50 Address: 652 SHERRY DRIVE Amount Paid: 74.50 ATLANTIC BEACH, FL 32233 Date Paid: 3/07/2000 Phone: (904)241-3558 Work Desc: INSTALL PLUMBING IN NEW HOME -- -CONTRACT-0R(S) �:: --� APPLICATION FEES- - MOON PLUMBING PERMIT 74.50 �m $° pections Requ_fired UNDER SLAB PLUMBING SEWER/WATER TOPOUT FINAL i NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION - BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" - ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $74.5@ 14 C/ Date: 3/07/09 01 Receipt: @@39556 A NTIC BEAC BUILDI EPT. 001005 1041 00100003221000 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: 'VA4y:�j I` Lam° OWNER OF PROPERTY: efi� /''Q s�d�` (�-� TELEPHONE N042 PLUMBING CONTRACTO CONTRACTOR' S ADDRESS: STATE LICENSE NUMBER: �f / 2�� TELEPHONE: 2- HOW HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS j tSl / ( SHOWERS 1 LAVATORY 1 WATER HEATERS BATH TUBS / DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER REPIPE OTHER TOTAL FIXTURES : x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: .1 �t INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION Jan-04-00 09:02A Harry McNally 904-247-5872 P.02 1-• 1' 1 DEC-30 1399 10:20A FF'011: 247-5845 IU:Jdic rova p QUO J APPLICATION FOR WATER ANDIOR SEWER TAP APPLICANT NAME MAILING ADDRESS PHONE NUMBERIZ DATE SERVICE. RFOUESTED SERVICE LU(;A I IfJN 7 ` GATE SET TO PUBLIC WORKS DATE RETURNED TO BUILDING DEPARTMENT PUBLIC WORKS DEPARTMENT PRIG QUOTE RESPONSE , I WATER: SEWER: dy ! r �.�r OTHER PRICE QUOTE PREPARED BY: 9 I'?�`�•�1T Sign ture - Title 12 - 319 -?g DATE NOTIFIED OWNER JAN-4-2000 TUE 08:27AM ID:247-5845 PAGE:2 -ROM JEFFREY K HULSBERG FAX NO. : 9042604367 Feb. 17 2000 03:13PM P2 Jeffrey K. Hulsberg,P.E. 3015 Hartley Rd., Suite 10 Jacksonville,Florida 32257 (904)SW2401 2/17/00 A P P R O V E D CITY OF ATLANTIC BEACH DUVAL COUNTY BUILDING DEP,AR13MNT 'BUILDING oFFrCE: 220 East Bay Street FEB 1 Jacksonville,Florida 32202 B 20 0 PROJECT: 670 Sherry Drive - Cail residence Permit No. 19358 To'Whom It May Concern: After the site preparation on the subject project the contractor has decided to use a sten wall foundation- The footing size shall be 24" x 12" with(3)#5 bars continuous. All other details for stemwall construction are already included on the plan. If you sti,ons please contact me. eASIFICAt 52 O I I� 3I�r RID TFRED ENS' } 0 F- cb GoCO O co 0 U m U co U U U � a v�- F- v cw m U w w L c 3 0 >�o rn C a U OJ0 CQ g ° a ci ci o a¢o CQ 0 (D J J J J J I LO ap=p U.J C.) 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Ln x o ;;1;-o C .. !3 (D ' rD r,•• n oo C)�, rt x oo Z A `G CD NJ .,o Z u,oo r m V N m � I W In O --1 0 V ' V _ Ln (OP m o4 � r) o � H � n � m O I r , LA r w w o 4 -7-0 J rD r°EA n (71 V f"f J o ;0 0 (' 0 0 rt ID C o n w I 4-0-0 6-1 -0 z o � y to i TI 0 o i o m — m w � w a � w (� - x 77-o C r� r,•• -J 0 o r, rt x Z �o -� Ili v o io Z -10 t,\-/ nt.0 i i v,oo r 14 m � 1.0 0 co �N m , W 0 co Wvi CD l0 N V U) 0600 _ � , Nm 03 � 0 n 0 3O H i m 0 � I i 4 � 4-7-0 o (A L n rt o N g 0 rt 0 w i 4-0-0 6-1 -O O 71 0 PLJ m -� t 0-0-01, 0-0-OZ t-) TD I r I � I i 0-0-01- 0-9-OZ _ _ - - - ---- - - 6599 CJ7 ROOF TRUSS 2 1 CHIP MITCHELL-9rirArS RES. Job Truss _ Truss Type O� Ply M677868 -SUWANNEE_TRUSS_CO-INC.,LAKECITY,�3205� � 6_1457- - -�325�9'f999l�iTeTc Indus ne�Fn-6ec 03-t6:163G_1999 Page 1__ -1-10-10 3-6-7 — 7-0-14 Scale=1'14.6 1-10-10 3-6-7 3-6-7 4 2.83-12 3x4; 9 3 v g N 2 s — O 3x8 10 7 11 6 5i3� ' 2x4 ii 4x6- A 3-6-7 7-0-14 3-6-7 3-6-7 -Pla ese s =60-1-5j[2:0=i0-1,0--'S-6y LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) 0-01 7 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.46 Vert(TL) 0.16 1 >155 BCLL 0.0 Rep Stress Incr NO WB 0.08 Horz(TL) -0.00 5 n/a 'BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min Udefl=360 Weight:38 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing _ WEBS 2 X 4 SYP No.3 WEDGE Left:2 X 4 SYP No.2 REACTIONS(Ib/size) 4=108/0-2-0,2=264/0-7-12,5=127/0-2-0 Max Horz2=144(load case 2) O�•••**&'•• Max Uplift4=-136(load case 3),2=-346(load case 2),5=-79(load case 3) �:�P'(IN 04 FORCES(lb)-First Load Case Only ! 6 �•; TOP CHORD 1-2=6,2-8=-279,3-8=-312,3-9=-22,4-9=20 No.362051 BOT CHORD 2-10=254,7-10=254,7-11=254,6-11=254,5-6=0 WEBS 3-7=76,3-6=-271 NOTES • .' 1)This truss has been designed for the wind loads generated by 100 mph winds at 32 ft above ground level,using 5.0 psf top ••.••��..• chord dead load and 5.0 psf bottom chord dead load,30 mi from hurricane oceanline,on an occupancy category I,condition 1 enclosed building,of dimensions 60 ft by 40 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,the left is �C exposed and the right is not exposed. If cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to (DEC © -6 '1"9 the building designer. 3)All plates are M20 plates unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 136 Ib uplift at joint 4,346 Ib uplift at joint 2 and 79 Ib uplift at joint 5. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard p R O V EBEO 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Qffi AT�'p`NoSF1G� Uniform Loads 2Pl 6 �,NG 0.0,2-8=-60.0,3-8=-60.0,3-9=-60.0,4-9=-60.0,2-10=-20.0,7-10=-20.0,7-11=-20.0,6-11=-20.0, Ci�U11- Vert: 1c� Concentrated Loads(lb) Vert:8=185 9=-18 10=21 11=-18 Q`" wk �v A WARNING-verb jy design panamsters and READ NOTES ON THM AND RE VER86 SIDE BEFORE V3E. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality conirof,storage,delivery,erection and bracing,consult OST-88 OualBy Standard,DSII-89 Bracing Specification,and HIB-91 M iTe k® Handling Instolllna and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI 53719. Tl,- Truss — Truss Type-------- -Oty Pte--CHIP MITCHELL EVANS-RES- M677869 6599 GES01 ROOF TRUSS 1 1 -SUWANNEETRUSS-CO INCZAKE-CITY Fl 3205fi 00=32 s Aug 9 999 M'Tee nus ries,�Fri Dec 0�t - 361999-Page i -1-4-0 4-1-4 8-2-8 12-3-12 16-5-0 20-6-4 24-7-8 28-8-12 32-10-0 34-2-0 Scale=1:71.8 1-4-0 4-1-4 4-1-4 4-1-4 4-1-4 4-1-4 4-1-4 4-1-4 4-1-4 1-4-0 4x6 I i 7 8x8�i j' 9.00 i2- 8 6 3x4 i - - 3x4 8 x811 , 4x cc - V 9 516 i wi 5x6,, I / 5x8— 5x6,, �I N 15 17 10 4 _ 5x6� 5.50 i� I� - 5x6 3 11 18 14 o 3x4 12 2 3x4 X0,1 0 X10-- 5x10- 3x12�,i 3x12, 5-5-11 10-11-5 16-5-0 21-10-11 27-4-5 32-10-0 5-5-11 5-5-11 5-5-11 5-5-11 5-5-11 5-5-11 0=1=i4-0f8T,112:06 4,0-2-5j-[1b:0 10 0-3-07— [17'0 3 00 3 0] [19'0-1-12 0-0-12] [19'0-2-6 0-2-0] [32'0-2-6 0-2-0] [32:0-1-12 0-0-12] LOADING(psf) i SPACING 2-0-0 CSI DEFL (in) (to(,) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) 0.47 16 >836 M20 249/190 JCDL 10.0 Lumber Increase 1.25 BC 0.80 Vert(TL) -0.79 16 >492 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.93 12 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/deft=360 Weight:230 Ib LUMBER BRACING W� TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 2-5-6 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-9-15 on center bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.2 2-3-7,Right 2 X 4 SYP No.2 2-3-7 REACTIONS(Ib/size) 2=1390/0-5-8, 12=1390/0-5-8 Max Horz2=-766(load case 2) Max Uplift2=-810(load case 4),12=-810(load case 4) �`` A• ��TF FORCES(lb)-First Load Case Only •••�••�•• .• TOP CHORD 1-2=21,2-3=-3986,3-4=-3986,4-5=-3835,5-6=-3358,6-7=-2624,7-8=-2624,8-9=-3358,9-10=-3835,10-11=-3986, 11-12=-3 -�1r3�(tF►Cq�• BOT CHORD 2-18=3380,17-18=3246, 16-17=2820, 15-16=2820, 14-15=3246, 12-14=3380 •j �• WEBS 4-18=-5,5-18=203,5-17=-295,6-17=434,6-16=-515,7-16=2903,8-16=-515,8-15=434,9-15=-295,9-14=203,10-14=-5 8 • No2�6 • • 1V rot NOTES 1)This truss has been checked for unbalanced loadingconditions. TA 2)This truss has been designed for the wind loads generated by 100 mph winds at 32 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,30 mi from hurricane oceanline,on an occupancy category I,condition I . enclosed building,of dimensions 60 ft by 40 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are F(�+ •.....• �H exposed to wind. If cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber �STFRE9 Et` DOL increase is 1.33,and the plate grip increase is 1.33 3) For studs exposed to wind,see MiTek"Standard Gable End Detail" 4)All plates are M20 plates unless otherwise indicated. 5)All plates are 2x4 M20 unless otherwise indicated. DEC O 6 6)Gable studs spaced at 2-0-0 on center. 777 7)Bearing at joint(s)2, 12 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 810 Ib uplift at joint 2 and 810 Ib uplift at joint 12. 9)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard &WARMNG-Ver M design pai atnst.and READ NOTES ON TMS AND REVERSE SME BEFORE USE. Design valid for use only with MiTek connectors.This design Is based only upon parameters shown,and is for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not buss designer.Bracing shown is for lateral support of Individual web members only.Addltlonal temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSI-89 Bracing Specltioatlon,and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,883 Vcinofrlo Drive,Madison,WI 53719. - -- - Ofy_-PI L CHIP MITCHELL EVANS RES. M677870 6599 H01 ROOF TRUSS 1 1 -SUWANNEETRUSECO-INS_,LAKECITY, L-320b6 d.If32s Aug 9 f9991JI1TeTcln us nes, nc. Dec O3-f6:1D.-451993 Frage 1- 1 4-0 4-9-11 9-7-5 14-5-0 19-2-11 - 24-0-5 28-10-0 Scat'b51.2 1-4-0 4-9-11 4-9-11 4-9-11 4-9-11 4-9-11 4-9-11 1-4-0 4x6- 4.00 1T 5 3x4 3x4; 6 5x6; 4 5x6; mII 7 3 8 v v 2 - 9� 1 — c6 - o "o' 23 10 1 20 21 1122 _ 1415 16 1713 18 9 3x4_ 3x4- 3x8 2x4 3x4- 8x10= 3x4- 2x4 3x8 ii 4-9-11 9-7-5 14-5-0 19-2-11 24-0-5 28-10-0 4-9-11 4-9-11 4-9-11 4-9-11 4-9-11 4-9-11 late 0 se s LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (roc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) 0.07 13-14 -999 M20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.06 13-14 >999 BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(TL) 0.018 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/deft=360 Weight:176 Ib LUMBER BRACING 1M TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 5-1-6 on center purlin spacing. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 2 X 4 SYP No.3'Except' 5-12 2 X 6 SYP No.2 WEDGE Left:2 X 4 SYP No.2,Right:2 X 4 SYP No.2 REACTIONS(Ib/size) 2=687/0-5-8, 12=3167/0-5-8,8=471/0-5-8 Max Horz 2=35(load case 2) .--^- Max Uplift2=-621(load case 2),12=-2351(load case 2),8=-382(load case 3) Max Grav8=505(load case 6) FORCES(lb)-First Load Case Only TOP CHORD 1-2=5,2-3=-1160,3-4=-138,4-5=1118,5-6=1118,6-7=114,7-8=-616,8-9=5 ••"•'•. Floc BOTCHORD 2-14=1018,14-15=996, 15-16=996,16-17=996, 13-17=996,13-18=90, 18-19=90, 12-19=90,12-20=-65,20-21=-65 '0;PgiFIC,Q�• 11-21=-65,11-22=507,22-23=507, 10-23=507,8-10=517 • WEBS 3-14=454,3-13=-984,4-13=902,4-12=-1377,5-12=-971,6-12=-1184,6-11=738,7-11=-622,7-10=199 : G� �D2V5 . NOTES a No v V 1)This truss has been checked for unbalanced loading conditions. ' tea 2)This truss has been designed for the wind loads generated by 100 mph winds at 32 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,30 mi from hurricane oceanline,on an occupancy category I,condition I v�•�� ti j enclosed building,of dimensions 60 ft by 40 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are �` '•.•�•••.••��a r exposed to wind. If cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber RED 3) eta DOL increase is 1.33,and the plate grip increase is 1.33 3)Except as shown below,special connection(s)required to support concentrated load(s).Design of connections)is delegated to the building designer. 4)All plates are M20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 621 Ib uplift at joint 2,2351 Ib uplift tDEC.0 6 199, at joint 12 and 382 Ib uplift at joint 8. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-2=-60.0,2-3=-60.0,3-4=-60.0,4-5=-60.0,5-6=-60.0,6-7=-60.0,7-8=-60.0,8-9=-60.0,2-14=-20.0, 14-15=-20.0, 15-16=-20.0,16-17=-20.0, 13-17=-20.0, 13-18=-20.0,18-19=-20.0, 12-19=-20.0, 12-20=-20.0,20-21=-20.0, 11-21=-20.0, 11-22=-20.0,22-23=-20.01 10-23=-20.0.8-10=-20.0 'A WARNING-V*Wy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design void for use only with Mitek connectors.This design Is based only upon parameters shown,and is for an individual building component to be � installed and loaded vertloally. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent brarcing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consuit CST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTek® Handling Installinq and Bracing Recommendation available from Truss Plate Institute,583 D'onotrlo Drive,Madison,W153719. Jo cuss ruT ss pe- - y HELL=E CAI�M'TCVATIS-t M677870 6599 H01 ROOF TRUSS 1 1 -SDWAN - KE CITY,FL 32056- 7s Aug 1 e nus nes, nc. n age LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-4812=-17114=-10715=-17116=-17117=-17118=-17119=-17120=-17121=-17122=-17123=-171 C , � if�c '• q. NO. CZSRED 1DEC�0'61 NJ A WARNING-VerVy design pa.ransetera and READ NUMS ON THIS AND REVERSE SIDS BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTe k° Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI 53719. —— -" Qt- Ply CHIP MTTCHEL�EVANS RES job- — ---Truss -----Truss M677871 6599 J1 ROOF TRUSS 4 1 SLIWANNEETRUSS CO-TNC-;LAKECITY,FL-3205fi 4.9-32 s/dug 9��9�MI e n usfrieg Inc. Frri�ec O�i6-i0'52�999- age 1- Scale=1:6.3 -1-4-0 1-0-0 — 1-4-0 1-0-0 3 4.00 rT 2 I r 1 4x6= 1-0-0 1-0-0 `LOADING(psf) SPACING 2-0-0 CSI I DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.19 Vert(LL) n/a - n/a M20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.02 1 >798 I BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/deft=360 Weight:7 Ib LUMBER BRACING TOP CHORD Sheathed. TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 8 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS(Ib/size) 3=-33/0-2-0,2=181/0-5-8.4=9/0-2-0 Max Horz 2=58(load case 3) Max Uplift3=-33(load case 1),2=-246(load case 2) Max Grav3=66(load case 2),2=181(load case 1),4=9(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 1-2=10,2-3=49 _ BOT CHORD 2-4=0 ' NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 32 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,30 mi from hurricane oceanline,on an occupancy category 1,condition I N A• ��T enclosed building,of dimensions 60 ft by 40 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,the left is ••••• exposed and the right is not exposed. If cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)All plates are M20 plates unless otherwise indicated. O A 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. �05 • 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 33 Ib uplift at joint 3 and 246 Ib • no 6 • • uplift at joint 2. • �-A 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOADCASE(S) Standard tcC�••.••••.•'•�<a'� STEREO 'DEC 0 61999 'A WARMING-V-Vy design parameters and R&W N0=8 Orli THIS AND R6 VMW SWE BEMM use. Design valid for use only with Milek connectors.This design Is based only upon parameters shown,and is for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of individual web members only.Additional temporary bracing to Insure stabllNy during construction Is the responsibility of the erector.Additional permanent brbrcing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-EE Quality Standard,DSI-89 Bracing Specification,and HIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive.Madison,Wl53719. Job- - -Truss—-TrussType ------ — - ---Qty—Ply—CHIP MITCHELL—EVANS RES--- M677872 6599 J3 ROOF TRUSS 2 '1 -S17WANNEETRUSS-C�INO: LAKE-CTTY;FC 32056--- -32 s-Au—g—1v1iTek I tries Tn& ec 03 i6.10.59�999 Page T Scale=1:8.9 -1-4-0 3-0-0 — —1-4-0 - 3-0-0 4 4.00 3 v 2 is 1 0, 3x4 5,� 5 • I I 3-0-0 3-0-0 Plate umets LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) n/a n/a M20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.04 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hot LC LL M 0 in Udefl= 4 n/a Weight: 13 Ib BCDL 10.0 Code SBC/ANSI95 (Matrix) LUMBER BRACING Y TOP CHORD Sheathed. TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. SLIDER Left 2 X 4 SYP No.2 1-4-13 REACTIONS(Ib/size) 4=69/0-2-0,2=215/0-5-8,5=29/0-2-0 Max Hoa 2=97(load case 3) Max Uplift4=-80(load case 3),2=-202(load case 2) FORCES(lb)-First Load Case Only TOP CHORD 1-2=0,2-3=-60,3-4=15 BOT CHORD 2-5=0 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 32 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,30 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 40 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,the left is' exposed and the right is not exposed. If cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 A• ILT� 2)All plates are M20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. •'••'• 9 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 80 Ib uplift at joint 4 and 202 Ib 'O��P(�FI(?,Q� • uplift at joint 2. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. No.363G3 LOAD CASE(S) Standard ' ;A lo �S RED �'� DEC;0.6'�1999J A WAMWNG-VerVy design parameter,and READ Homs ONTMS AND REVZRSE SSE BEPGRE E=. Design valid for use only with MITek connectors.This design is based only upon parameters shown,and is for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bNcing of the overall structure is the responsibility of the bulUing designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTek® Handling Installlnp and Bracing Recommendation available from Truss Plate institute,583 D'onofrlo Drive.Madison,WI 53719. - -- - -- Qty-----P�--CHIP MITCHELL=-EVANS RES. Job ----Truss _ Truss Ty—pd------- y M677874 6599 JS ROOF TRUSS 11 1 S'UWANNEETR ��32 s Augg 1999 MiTeus nes,- Fr03 16 i T 131993 Page 1- USS�6lN0.,LAKECITY,FC 3205 — Scale=1:11.5 -1-4-0 5-0-0 _ - --- 1-4-0 �- 5-0-0 • 2x411 5 4 4.00-IT 3 a v N I 2 O 3x4; 7 2x4116 X II 5-0-0 5-0-0 tPlate s - LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.29 Vert(LL) 0.03 2-7 >999 1 M20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.18 Vert(TL) -0.05 2-7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/deft=360 Weight:23 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed. ceiling BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ce g direct)y applied or 6-0-0 on center bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.2 2-1-13 REACTIONS(Ib/size) 2=287/0-5-8,6=191/0-2-0 Max Horz2=149(load case 2) Max Uplift2=-236(load case 2),6=-152(load case 2) FORCES(Ib)-First Load Case Only TOP CHORD 1-2=0,2-3=-72,3-4=31,4-5=-8 BOT CHORD 2-7=0,6-7=0 WEBS 4-7=-153 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 32 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,30 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 40 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,the left is exposed and the right is not exposed. If cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed T t to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 d 2)All plates are M20 plates unless otherwise indicated. �• 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 236 Ib uplift at joint 2 and 152 Ib uplift at joint 6. t,t • 5)This truss has been designed with ANSI1TPI 1-1995 criteria. • ht©,SNDOI LOAD CASE(S) Standard �STFRED Er' -AWARNINO-vsr•W design parameters and READ moms ON THS AND REVERSE smE iBEP'ORE UsE. Design valid for use only with Mliek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stabllity during construction Is the responsibility of the erector.Additional permanent brl9cing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTek® Handling Instollin5a and Bracing Recommendation available from Truss Plate Institute,683 D'onofrlo Drive,Madison,WI 53719. _ _ __ —-—" Ofy P�CHIP MITCHELL=EVAN�RES: Job- Tuss Truss Type M 6778 75 6599 S01 ROOF TRUSS 15 1 SWVANNEE-TRTISS-GC) -,LAKE-CTTY,FE-3205fi X632 s X31999 MTekln�s nes, nc—Fri�ec 03��i 1:24 199�Page -1-4-0 4-1-4 8-2-8 12-3-12 16-5-0 20-6-4 24-7-8 _28-8-12 32-10-0 34-2-0 Scale=1:70.8 1-4-0 4-1-4 4-1-4 4-1-4 i 4-1-4 4-1-4 4-1-4 4-1-4 4-1-4 1-4-0 46 i 7 3x4,1 3x4 9.00'-TT 6 8 3x4-i \ 3x4 m 9 ao 5 16 N, 5x6-i 5x8- 5x6 N 17 15 10 M 4 5x6-:�, 5.50 1'£ 5x6 11 3 14 18 0 3x4 2 3x4 121 i 0i1 3x12 i 510 0 5x10 x 3x12, 5-5-11 10-11-5 16-5-0 21-10-11 27-4-5 32-10-0 5-5-11 5-5-11 5-5-11 5-5-11 5-5-11 5-5-11 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) 0.47 16 >836 M20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.80 Vert(TL) -0.79 16 >492 SCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.93 12 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/deft=360 Weight:187 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 2-5-6 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-9-15 on center bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.2 2-3-7,Right 2 X 4 SYP No.2 2-3-7 REACTIONS(Ib/size) 2=1390/0-5-8, 12=1390/0-5-8 Max Horz 2=-766(load case 2) Max Uplift2=-810(load case 4),12=-810(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=21,2-3=-3986,3-4=-3986,4-5=-3835,5-6=-3358,6-7=-2624,7-8=-2624,8-9=-3358,9-10=-3835,10-11=-3986,11-12=-3986,12-13=21 BOT CHORD 2-18=3380, 17-18=3246, 16-17=2820, 15-16=2820, 14-15=3246, 12-14=3380 WEBS 4-18=-5,5-18=203,5-17=-295,6-17=434,6-16=-515,7-16=2903,8-16=-515,8-15=434,9-15=-295,9-14=203, 10-14=-5 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 32 ft above ground level,using 5.0 psf top O ••. .• chord dead load and 5.0 psf bottom chord dead load,30 mi from hurricane oceanline,on an occupancy category I,condition 1 , (►FI� •s enclosed building,of dimensions 60 ft by 40 It with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are : exposed to wind. If cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber :V �Cr r'^ •�. DOL increase is 1.33,and the plate grip increase is 1.33 N®•�,.?�-��- .. 1 3)All plates are M20 plates unless otherwise indicated. • V 4)Bearing at joints)2, 12 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer • � �., y; should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 810 Ib uplift at joint 2 and 810 Ib •, ` �(�� uplift at joint 12. FG'/�••••^•'`• •�`vCf 6)This truss has been designed with ANSUTPI 1-1995 criteria. rFRED LOAD CASE(S) Standard ;DEC;0 61999. •AWARMNG-VerW design parameters and READ NOTES ON IMS AND=V==SIDE BEFORE USF. Design valid for use only with MITek connectors.This design is based only upon parameters shown,and is for an individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bf1scing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTek® Hapoling Installinq and Bracing Becommendatlon available from Truss Plate Institute,$83 D'onofrb Drive,Madison,WI 53719. - - - -- -Qty---Ply_CHIP � MITCNELEVANSRES. Job Truss Truss Type M677876 6599 ST04 ROOF TRUSS 2 1 -SUWANNEETRUWC6.lNNC--.INCCAKECITY;FL-3205 — —4�"Z-SAu-g q-1gWMl e n us nes, n�Fn Dec 0l-18:1 T-34 1999 Page T- Sca 157.7 1-4 0 5-5-11 10 11 5 16-5-0 21-10-11 _ 27-4-5 32-10-0 4 216 1-4-0 5-5 11 5-5-11 5-5-11 _-- 5-5-11 5-5-11 5-5-11 ^1-4-0 4x8 ii 4.00(iT 2x41 6 2x41; 2x4 . 3x4s 3x4; 5 _ 7 2x411 2x411 5x6!5:: I 1 5x6; �, I i 8 2x4 i N Co 4 2x411 l 2x411 2x411 9 1 3 2x4 n i 10 1 k 1 2 Co n y 2x411 3x87 x I i 3x8; 15 14 2x4 1 I 13 2x4 11 2x4 I 12 2x4 x 3x4= 5x6= 5x6- 12x12= 6-6-0• 13-0-0 19-10-0 26-4-0 32-10-0 6-6-0 6-6-0 6-10-0 6-6-0 6-6-0 ae ffsets XY) zea euas ausvuou av�� 7e ge, ' LOADING(psf) I SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLLYES 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) 0.31 14 >999 M20 249/190 0.0 TCDL 10.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.48 13-14 >820 J3CLL BCDL 10.0 Code tressSBC/ANS 95 IncrWB 0 31 1st LHorzC LL Mn%deft.12 1360 n/a Weight:204 Ib LBRACING UMBER ' TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 2-11-15 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-6-11 on center bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.2 2-7-9,Right 2 X 4 SYP No.2 2-7-9 REACTIONS(Ib/size) 2=1393/0-5-8, 10=1393/0-5-8 Max Horz2=-39(load case 3) Max Uplift2=-890(load case 2), 10=-890(load case 3) FORCES(lb)-First Load Case Only ...•.��- TOP CHORD 1-2=0,2-3=-2838,3-4=-2838,4-5=-2711,5-6=-2231,6-7=-2231,7-8=-2711,8-9=-2838,9-10=-2838,10-11=0 BOT CHORD 2-15=2619, 14-15=2322,13-14=1804, 12-13=2322, 10-12=2619 WEBS 4-15=-111,5-15=340,5-14=-457,6-14=625,6-13=625,7-13=-457,7-12=340,8-12=-111 NOTES �, A• I�r 1)This truss has been checked for unbalanced loading conditions. • 2)This truss has been designed for the wind loads generated by 100 mph winds at 32 ft above ground level,using 5.0 psf top •�. 'o •�(1FfC,? -j chord dead load and 5.0 psf bottom chord dead load,30 mi from hurricane oceanline,on an occupancy category I,condition 1 • enclosed building,of dimensions 60 It by 40 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist,they are : •: exposed to wind. If cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber • rrOJ • DOL increase is 1.33,and the plate grip Increase is 1.33 0... �- 3) For studs exposed to wind,see MiTek"Standard Gable End Detail" 4)All plates are M20 plates unless otherwise indicated. 5)Gable studs spaced at 2-0-0 on center. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 890 Ib uplift at joint 2 and 890 Ib uplift at joint 10. FG'/' "'••'�`y`t�i 7)This truss has been designed with ANSI/TPI 1-1995 criteria. SrCC E9 LOAD CASE(S) Standard DEC 0 -61999 AWARNING-V.,W dsaiyn pat..t—and R&W NOTES ON THIS AND REVERSE SME 9EFOR6 UM. Design valid for use only with MITek connectors.This design is based only upon parameters shown,and is for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent brbrctng of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,qualify control,storage,delivery,erection and bracing,consull CST-88 Quality Standard,DSB-e9 Bracing Specification,and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute.693 D'Onofrlo Drive,Madison,WI 53719. - Qty—Ply-CHIP MITCHELL-EVANS RES Job Truss ----Truss Type-- M677877 6599 T01 ROOF TRUSS 1 1 9UWANNEE-TRUSSCO-INC-.,-LAKSCITY F2 3705 40:37-sWu-g-g 1999- I e �stnes,Tc-Fn De-c03 16''11-.43-1999-Page I- -1-4-0 -1 4 0 7-2-8 14 5 0 - -- -21-7_8 ---28_10-0 Sc 2 b51.2 1-4-0 7-2-8 --—— 7-2-8 7-2-8 7-2-8 1-4-0 4.00 4x6= ;� 5 5x6, 5x6; 4 6 v' 3 � 11 � � 1 8 v 2 g 1 _ o0 co r _ — _ o 03x4; 3x4; 3x4; 3x4; 13 12 10 3x6 3x6 2x4 ', 2x4 3x4= 5x6- 6-8-1 13-4-2 15-5-14 22-1-15 28-10-0 6-8-1 6-8-1 2-1-12 6-8-1 6-8-1 �Ta-te O se s 2 0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl ; PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.81 Vert(LL) -0.01 13 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.40 Vert(TQ -0.08 12-13 $CLL 0.0 Rep Stress Incr YES WB 0.61 st LC LHorzLL Min-0.04 I//defl=60 n/a Weight:146 Ib BCDL 10.0 Code SBC/ANSI95 LBRACING UMBER TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or directly on center r 6-1 spacing. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6-1-12 on center bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.2 3-6-7,Right 2 X 4 SYP No.2 3-6-7 REACTIONS(Ib/size) 2=751/0-5-8,11=1042/0-7-12,8=673/0-5-8 Max Horz 2=-35(load case 3) Max U plift2=-656(load case 2),11=-305(load case 2),8=-639(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=0,2-3=-1071,3-4=-1071,4-5=-352,5-6=-129,6-7=-860,7-8=-860,8-9=0 BOT CHORD 2-13=987, 12-13=962, 11-12=257,10-11=766,8-10=791 WEBS 4-13=136,4-12=-691,5-12=384,5-11=-673,6-11=-708,6-10=136 NOTES 1)This truss has been checked for unbalanced loading conditions. bove ground level,using 5.0 psf top 2)This truss has been designed for the wind loads generated by 100 mph winds at 32 ft a chord dead load and 5.0 psf bottom chord dead load,30 mi from hurricane oceanline,on an occupancy category I,condition I '� F`�•��'�:. enclosed building,of dimensions 60 ft by 40 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are exposedtowind. If cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 • 3)All plates are M20 plates unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 656 Ib uplift at joint 2,305 Ib uplift ro.v at joint 11 and 639 Ib uplift at joint 8. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOADCASE(S) Standard F •'•.••..••• �t1 C�STFRED DEC 0 -61999. AWARNMG-VerW des4n paranwtem and READ NOTES ON TWS AND REV==SME BEFORE V=- Design valid for use only with MITek connectors.This design is based only upon parameters shown,and is for an individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Quality standard,DSB-89 Bracing specification,and HIB-91 M iTek® Handling Instatllnp and Bracing Recommendation available from Truss Plate Institute,583 D'Onolrla Drive,Madison,WI 53719. -- - -Q ply-CHIP-MITCHELL=EVANS RES-_— Job Truss-— �T�uss Type— M677878 6599 RT02 ROOF TRUSS 1 1 SUWANNEE-TUSS GO -INC — d�=3�s7�g 9�9991vIT><�s ries, nc. Fri 6eOa-'16-1-1-52 1999 Page T 28-10-0 Sca�= 51.2 -1-4-0 7-2-8 14-5-0 - 21-7-8 - 1-4-0 - - 7-2-8 ---- 7-2-8 _ _ 7-2-8 7-2-8 1-4-0 4x6- 4.00_T2_ 5 5x6; 5x6; 6 rn 4 m 7 L" 3 8 v v 2 9 ao �1 0 - 3x4 3x4; � 3x4; 3x4; 11 3x6 3x6. 5x6= 5x6- 11-4-2 17-5-14 28-10-0 11-4-2 6-1-12 114-2 Pete o Se S o=�4,0=3-_5F4 0= _0T[6 63o or[a a- I iT6o o�0J[r1�3�0�0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl i PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.83 Vert(LL) 0.02 11 >999 M20 249/190 TCDL 10.0 i Lumber Increase 1.25 i BC 0.71 Vert(TL) -0.51 2-11 >410 s13CLL 0.0 Rep SBCDL 10.0 Code tressIncr YESSBC/ANS 95 WB 0.40 1st LC LHorzLL Min I/defl=360 n/a Weight: 135 Ib BRACING s LUMBER TOP CHOR D Sheathed or 4-3-10 on center . p urlin spacing. 9 TOP CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 5-2-7 on center bracing. BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.2 3-6-5,Right 2 X 4 SYP No.2 3-6-5 REACTIONS(Ib/size) 2=860/0-5-8, 10=950/0-7-12,8=657/0-5-8 Max Hoa 2=-35(load case 3) Max Uplift2=-670(load case 2),10=-324(load case 2),8=-609(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=0,2-3=-1239,3-4=-1239,4-5=-827,5-6=-254,6-7=-689,7-8=-689,8-9=0 BOT CHORD 2-11=1143, 10-11=540,8-10=631 WEBS 4-11=-433,5-11=484,5-10=-592,6-10=-471 NOTES 1)This truss has been checked for unbalanced loading conditions. �` a• ,, 2)This truss has been designed for the wind loads generated by 100 mph winds at 32 ft above ground level,using 5.0 psf top a••••••C chord dead load and 5.0 psf bottom chord dead load,30 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building, d dimensions 60 ft by 40 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are •U✓ . exposed to wind. If cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip Increase is 1.33 • r �0 { 3)All plates are M20 plates unless otherwise indicated. ��,L'�"►=bels }• 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 670 Ib uplift at joint 2,324 Ib uplift TAG � •l' at joint 10 and 609 Ib uplift at joint 8. �.t 5)This truss has been designed with ANSI/TPI 1-1995 criteria. ty, i'C„•,w' LOADCASE(S) Standard C/STfPE��,,;Cvv DEC 0 61999, A WARNING-Ve ft dsifg .pa.-t—and READ]VOTES ON THIS AND REVERSE SIDE BEFORE USX. ssr.ssr. Design valid for use only with MRek connectors.This design Is based only upon parameters shown,and is for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to insure stability during construction Is the responsibility of the erector.Additional permanent brbcing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specutcation,and HIB-91 MiTek® Handling Instaillnq and Bracing Recommendation available from Truss Plate institute,583 D'onofrlo Drive,Madison,W1 53719. ---- - - - - - -- -OC -PI -CHIP-MITCHELL-EVANS-RES. -job - Truss- Truss Type Y YM677879 6599 T03 ROOF TRUSS 4 1 -SUWANNEETRUSS-CO�NC,LARFY,CITFU-32056 4..0-32 s_ug 9 1999MI a nus nes, nc. i Dec 03 16:12:0 1999 Page 1-4-0 7-2-8 14-5-0 -_ -_ 21-7-8 — 28-10-0 Sca�a0Ib51.2 1-4-0 7-2-8 - - 7-2-8 7-2-8 7-2-8 1-4-0 4.001-12- 4x6- 5 5x6; 5x6; I 6 4 CF) 3 I I 7 v. 2 9 -1 C0 C3x4; 3x4; 3x4; 3x4; 12 11 10 5x6 5x6 2x4 ii 5x8- 2x4 11 7-2-8 14-5-0 21-7-8 28-10-0 7-2-8 7-2-8 7-2-8 7-2-8 -P a�1Te(3ffse�s(X,Y}: sf) SPACING 2-0-0 LOADING(pCSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.88 Vert(LL) 0.15 11 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.69 Vert(TL) 0.33 10-11 >999 gCLL 0.0 Rep Stress Incr I WB 0.71 Horz1st LC LL M� %defl=0.10 8 n/a Weight:140 Ib $CDL 10.0 Code SBC/ANS 95 LUMBER TOP CIHORD Sheathed or 2-8-15 on center purlin spacing. TOP CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 5-0-9 on center bracing. BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.2 3-6-9,Right 2 X 4 SYP No.2 3-6-9 REACTIONS(lb/size) 2=1233/0-5-8,8=1233/0-5-8 Max Horz2=-35(load case 3) Max Uplift2=-797(load case 2),8=-797(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=0,2-3=-2362,3-4=-2362,4-5=-1671,5-6=-1671,6-7=-2362,7-8=-2362,8-9=0 BOT CHORD 2-12=2190, 11-12=2185,10-11=2185,8-10=2190 �.•++. WEBS 4-12=144,4-11=-648,5-11=630,6-11=-648,6-10=144 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 32 ft above ground level,using 5.0 psf top load30 mi from hurricane oceanline,on an occupancy category I,condition I chord dead load and 5.0 psf bottom chord dead , enclosed building,of dimensions 60 ft by 40 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are 'Z. •�(lFP4 �'. T exposed to wind. If cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)All plates are M20 plates unless otherwise indicated. rir� t' 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 797 Ib uplift at joint 2 and 797 Ib No.•,;7,��J uplift at joint 8. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard •'1vt r •� C�STFREQ E�"G DEC 0 61999 A WAR11TI G-ver{jy deeiyn parameters and RrAD moms ON TffiS AND Rffv= 6 smz BdSPORa u=. Design valid for use only with Ill connectors.This design is based only upon parameters shown,and is for an Individual building component to be � Installed and loaded vertically. Appllcabllity of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrloation,qualify control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute,583 D'onofrlo Drive,Madison,W153719. Job Truss — -Truss Type — - - - - --Qty -Pr -QIP IUITCHELZ-EVAN�RES: - M677880 6599 T04 ROOF TRUSS 4 1 StJWANNEETRTJSEC�INC;TAKE CITY FC 32056 �9q993M1 a ndus r esTnc. 1 ri 1Tec 03 i�1211 1998 Page i- Sca 157.7 -1-4-0 5-5-11 10-11-5 _ 16-5-0 _ 21-10-11_ 27 4-5 32-10-04=2-0 1-4-0 5-5-11 5-5-11 5-5-11 5-5-11 5-5-11 5-5-11 1-4-0 4x6= 4.00 6 3x4� 3x4; 5 7 5x6� 5x6; 8 4 9 3 10 1< r1 2 00 � °D 3x8; i'. 3x8; 15 14 13 12 x ii 3x4= 5x6= 5x6= 3x4= 6-6-0 13-0-0 19-10-0 26-4-0 _ 32-10-0 6-6-0 6-6-0 6-10-0 6-6-0 6-6-0 - - LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) 0.31 14 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.48 13-14 >820 BCDL 10.0 Code tress SBC/ANS 95 WB 0.31 Horzst LC LL Min LL 10.12 0 n/a 360 Weight: 169 Ib 1^ LBRACING UMBER f TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 2-11-15 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-6-11 on center bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.2 2-7-9,Right 2 X 4 SYP No.2 2-7-9 REACTIONS(Ib/size) 2=1393/0-5-8,10=1393/0-5-8 Max Horz 2=39(load case 2) Max Uplift2=-890(load case 2), 10=-890(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=0,2-3=-2838,3-4=-2838,4-5=-2711,5-6=-2231,6-7=-2231,7-8=-2711,8-9=-2838,9-10=-2838,10-11=0 BOT CHORD 2-15=2619,14-15=2322,13-14=1804,12-13=2322,10-12=2619 WEBS 4-15=-111,5-15=340,5-14=-457,6-14=625,6-13=625,7-13=-457,7-12=340,8-12=-111 NOTES 'a ~ 1)This truss has been checked for unbalanced loading conditions. - ?' 2)This truss has been designed for the wind loads generated by 100 mph winds at 32 ft above ground level,using 5.0 psf top ;1y `a -�'��o' ,.... chord dead load and 5.0 psf bottom chord dead load,30 mi from hurricane oceanline,on an occupancy category 1,condition I �ti,..i�• enclosed building,of dimensions 60 ft by 40 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 ^ 3)All plates are M20 plates unless otherwise indicated. , v �J 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 890 Ib uplift at joint 2 and 890 Ib r uplift at joint 10. @@@- 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard ��i•••e�eeje•e~��+ sREO Ee`G� DECD0'J6[19 A WAMWO-V-WV dedyr1,parameters and Rees NOMS ON TMS AND RICVrJ se SWZ Bff"Re use. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and is for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent brblcing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult GST-BB Quality Standard,OSB-89 tracing Specification,and HIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate institute,583 Donofrio Drive,Madison,WI 53719. o toss Truss Type ty Ply HIPlJI1TCAEL�E'i4Mi6-RES. M677881 6599E F01 FLOOR 17 1A_/(� -SD a-TC�4REC1 sAug 9 i -Mill ek Imus nes, nc. Fri�ec 03 16 12 23�3S9�age Scale=1:55.8 1-4-0 0-6_12 OH�-4 0-6-1,2 2x411 3x4= 4x6= 3x4= 4x6= 3x6 FP= 2x411 2x4=3x4- 3x4=2x4113x4= 3x6 FP= 3x4= 2x411 2x411 3x6= 4x6= 3x4= 3x4=2x4113x4= 3x4=2x4- 1 2 3 4 5 6 7 8 9 10 11 12 13 1415 16 17 18 19 20 21 22 42 � I 39 38 37 3635 34 33 32 31 30 28 27 26 25 24 3 3x6= 3x4= 3x6= 3x4= 3x6 FP 3x4 3x4= 4x6= 3x6= 3x6= 3x4- 3x6= 3x4= 3x6= 3x6= 4x6= 4x6= 3x6 FP= 17-1-0 11-0-12 15-9-0 1 -5-0 , 21-9-4 32-10-0 11-0-12 4-8-4 0-8-0 4-8-4 11-0-12 0-8-0 Pae se s e ge �8j-[T1�0 8 edge] (12 0�8 edge, 9� age age 1 0=1�0� 8rT4 �`> "LOADING(psf) SPACING 1-4-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.96 Vert(LL) -0.32 35 >820 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.96 Vert(TL) -0.43 32-33 >604 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.05 29 n/a ,BCDL 5.0 Code SBC/ANS195 (Matrix) 1st LC LL Min I/deft=360 Weight:178 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2'Except' TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. 7-14 4 X 2 SYP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. BOT CHORD 4 X 2 SYP No.2'Except' 27-34 4 X 2 SYP No.2D .. WEBS 4 X 2 SYP No.3 REACTIONS(Ib/size) 40=664/0-3-8,23=149/0-3-8,29=156710-3-8Max 3=-1 15load case 2) Max Gprav40=676(load case 2),23=306(load case 3),29=1567(load case 1) FORCES(lb)-First Load Case Only g • TOP CHORD 40-41=-23, 1-41=-23,23-42=-22,22-42=-22,1-2=-1,2-3=-1223,3-4=-2049,4-5=-2049,5-6=-2441,6-7=-2469, o No. 7-8=-2469,8-9=-2414,9-10=-1935,10-11=-947, 11-12=-947, 12-13=-947, 13-14=507,14-15=507, 15-16=2200, 16-17=1886, 17-18=849, 18-19=155, 19-20=155,20-21=-109,21-22=-1 . BOT CHORD 39-40=722,38-39=1705,37-38=2328,36-37=2538,35-36=2414,34-35=2227,33-34=2227,32-33=1516, 31-32=947,30-31=313,29-30=-1228,28-29=-2200,27-28=-1286,26-27=-1286,25-26=-433,24-25=59,23-24=138 WEBS 8-35=-192, 16-29=-640,11-32=642, 12-31=-725,2-40=-959,2-39=698,3-39=-670,3-38=467,4-38=-43,5-38=-379 tCr� "•.•••••n +�� 5-37=158,6-37=-134,6-36=-96,8-36=112,9-35=249,9-33=-406,10-33=583,10-32=-1079,15-29=-1293, 15-30=1002, 13-30=-1141,13-31=1203,21-23=-182,21-24=-41,20-24=69,20-25=-291,19-25=43, 18-25=377, 18-26=-580,17-26=607, 17-28=-834,16-28=634 NOTES �EC, 0 -61990"4 1 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. 4)All plates are M20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 115 Ib uplift at joint 23. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. --- LOAD CASE(S) Standard A WARNLVG-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design is based only upon parameters shown,and is for on Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent brbcing of the overall structure Is the responsibility of the bullring designer.For general guidance MiTek regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSI-89 Bracing Specification,and HIB-91 Handling Instollinq and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrb Drive,Madison,W153719. 05 -- cuss rues ype y lv CHI1sI0fITCAEL-EVANS RES. M677882 6599F F02 FLOOR 3 1 LSUWATINEE_T U55C0-1N-C-LXC011 7�L-3 058 .63 g -999 M7e-i-In us nes, nc. ri Dec 03-1 M677882 6599F Scale=1:55.8 0-4-0 0-8-4 X1_3 04 H 0 -1 0r8�-4 2x4 ii 5x6- 2x4 ii 2x4= 3x6 FP= 2x4 II 3x6 FP- 3x6- 2x4= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 of 3 40 Yl 37 36 35 3 32 31 30 29 28 27 25 24 23 22 21 0 3x6- 5x6= 3x6 FP= 2x4 II 3x6= 3x6 FP= 3x6= 17-1-0 8110 15-9-0 16-5-0 21-9-4 32-10-0 8-11-0 6-10-0 0-8-0 4-8-4 11-0-12 0-8-0 Nate O se s e ge 8] [9 0� 8�e]-[9 t)'0�8 e ge [281=8 a ge�f�- - e ge LOADING(psf) SPACING 1-4-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.30 Vert(LL) -0.04 29-30 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.29 Vert(TL) -0.05 29-30 >999 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.01 20 n/a BCDL 5.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl=360 Weight:175 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing, Except: WEBS 4 X 2 SYP No.3 10-0-0 on center bracing:. •HSI REACTIONS(Ib/size) 38=19710-8-0,20=319/0-8-0,34=932/0-3-8,26=933/0-5-8 Max Uplift38=-1 8(load case 5) Max Grav38=269(load case 4),20=349(load case 4),34=959(load case 2),26=947(load case 3) sp FORCES(Ib)-First Load Case Only �q OO•q TOP CHORD 38-39=-24,1-39=-24,20-40=-24,19-40=-24,1-2=-1,2-3=-213,3-4=-45,4-5=508,5-6=696,6-7=696,7-8=-35, 8-9=-401,9-10=-440,10-11=-440, 11-12=-52, 12-13=-52,13-14=677, 14-15=407,15-16=-264,16-17=-562, 17-18=-479, 18-19=-1 ��' del oc BOT CHORD 37-38=190,36-37=218,35-36=-146,34-35=-843,33-34=-851,32-33=-265,31-32=319,30-31=319,29-30=440, �^ , o 28-29=440,27-28=332,26-27=-220,25-26=-677,24-25=10,23-24=10,22-23=500,21-22=609,20-21=329 WEBS 9-29=-60,10-28=-106,5-34=-890,14-26=-502,2-38=-251,2-37=33,3-37=-6,3-36=-240,4-36=266,4-35=-503, 5-35=485,9-30=-53,8-30=114,8-32=-395,7-32=417,7-33=-600,5-33=429,13-26=-608,13-27=379,11-27=-388, • �,yn� �; a,. „ y/�h 11-28=205,18-20=-436, 18-21=208,17-21=-181,17-22=-65,16-22=87, 16-23=-327,15-23=353, 15-25=-580, 14-25=485 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. 4)All plates are M20 plates unless otherwise indicated. EoEC.0 6`0 5)All plates are 3x4 M20 unless otherwise indicated. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 18 Ib uplift at joint 38. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard A WARNING-VerVy design parameters and READ NOTES ON TATS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the Ell responsibility of the erector.Additional permanent bibcing of the overall structure is the responsibility of the building designer.For general guidance MiTek regarding fabrication,quality control,storage,delivery,erection and bracing,consult GST-88 Quality Standard,DSB-89 Bracing Specification.and HIB-91 Handling Installlna and Bracing Recommendation available from Truss Plate Institute,583 Wonofrlo Drive,Madison,WI 53719. FJ-oiY-- russ Truss Type -E Qty y NIPIOfITCHELI VATfSTtES. • M6778831 6599E F03 FLOOR 1 1 LSDWANNEE TRUSS CO�NC. I7aTCE-C1T1TF1-32056- Y2 s Aug9�999171iTekTnducrles,Inc.- Fn Dec 0-37-6 2:43-1999-Page f 0-11-0 Scale=1:55.8 1L3-_O 1�4� 11--4-0 L_ 1�4 0 2x4 i i 2x4 11 2x4= 3x6 FP= 3x6 FP= 3x6= 2x4- 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 al 38 T W 1 36 35 34 33 32 31 30 29 2726 24 23 22 21 0 3x6= 2x411 2x411 3x6 FP= 3x6= 3x6 FP= 3x6= 3x6= 8-1-0 6-9-0 7-5-0 16-9-0 21-9-4 32-10-0 6-9-0 0-8-0 8-8-0 5-0-4 11-0-12 0-8-0 -Plate0 sets edge, -1- e ge 5:0-1B a ge - - e ge - LOADING(psf) SPACING 1-4-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TELL 40.0 I Plates Increase 1.00 TC 0.48 , Vert(LL) -0.09 34 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.42 Vert(TL) -0.12 34 >999 BCLL 0.0 I Rep Stress Incr YES WB 0.31 Horz(TL) 0.02 28 n/a ZCDL 5.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl=360 Weight:173 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: WEBS 4 X 2 SYP No.3 6-0-0 on center bracing:. REACTIONS(Ib/size) 37=501/0-8-0.20=339/0-8-0,28=1118/0-3-8,25=423/0-5-8 Max Uplift25=-11(load case 2) Max Grav37=503(load case 4),20=343(load case 4),28=1217(load case 2),25=690(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 37-38=-27, 1-38=-27,20-39=-24,19-39=-24, 1-2=-1,2-3=-873,3-4=-1322,4-5=-1433,5-6=-1289,6-7=-1289,7-8=-779,8-9=111,9-10=1420, 10-11=1419, 11-12=824,12-13=824, 13-14=505, 14-15=243, 15-16=-388,16-17=-645, 17-18=-521, 18-19=-1 BOT CHORD 36-37=532,35-36=1197,34-35=1433,33-34=1433,32-33=1433,31-32=1114,30-31=1114,29-30=424,28-29=-661,27-28=-1064,26-27=-597,25Z6.xS9,7; -...w. 24-25=-505,23-24=155,22-23=603,21-22=672,20-21=351 WEBS 4-34=-28,5-33=50, 10-28=-53,14-25=-487,2-37=-706,2-36=475,3-36=-450,3-35=174,4-35=-145,9-28=-1012,9-29=765,8-29=-744,8-30=494,7-30=-466, 7-32=242,5-32=-229, 13-25=122, 13-27=-315, 11-27=334,11-28=-516, 18-20=-466, 18-21=237, 17-21=-209, 17-22=-37, 16-22=59, 1 -23=324, 15-24=-553,14-24=471 P►. �� NOTES e.e•ee �( `.,y, 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. • ��°�*°+ ; 4)All plates are M20 plates unless otherwise indicated. : u 5)All plates are 3x4 M20 unless otherwise indicated. _; _ 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 11 Ib uplift at joint 25. ;,•r ti '4t 7)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard ,DEC 0 6 1999- WARNINO-VerVy design panarneters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. son! Design valid for use only with Mitek connectors.This design k based only upon parameters shown,and k for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction k the responsibility of the erector.Additional permanent brbcing of the overall structure k the responsibility of the building designer.for general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consuff OST-88 Quality Standard,DSI-89 Bracing Specification,and HIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,$83 D'Onofrio Drive,Madison,WI 53719. o cuss —Truss Type — -QTY- Pry CHIP�711TCHELC��7ANSl2 M677884 �599F F04 FLOOR — 4 I1 — -- SUWi W4=RUSS-C`O�NC., 3205 —�.D-32 s ug 9'199 I e nus nes, nc. n ec 3—fg—T2-4:91999—Page 1- Scale=1:24.9 1.3_0 1-4-8 1-4-0 1-4-8 2x4 1 2x4;! 2x4= 3x4= 3x4- 3x4= 3x4- 30= 3x4= 20- 1 2 3 4 5 6 7 8 18 1 ( I _ 15 14 13 12 11 10 3x6= 30- 30= 2011 2x4!1 30= 3x4= 3x6= 6.9_0 7-5-0 8-1-01 14-10-0 6-9-0 0-8-0 0-8-0 6-9-0 —prtelTs�.s ge r�4 0�8 e ge [5 0 1�a ge i2�0 8 e ge - - - e ge71 0 ff1 8j[TSO-- — �LOADING(psf) SPACING 14-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.22 Vert(LL) -0.08 13 -999 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.40 Vert(TL) -0.11 12-13 >999 BCLL 0.0 Rep Stress Incr YES WB 0.21 11 orLC LL M 0 in Udefl= 9 n/a Weight:78 Ib sBCDL 5.0 Code SBC/ANSI95 (Matrix) LBRACING UMBER TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center pudin spacing, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 4 X 2 SYP No.3 REACTIONS(Ib/size) 16=531/0-8-0,9=531/0-8-0 FORCES(lb)-First Load Case Only TOP CHORD 16-17=-26, 1-17=-26,9-18=-26,8-18=-26, 1-2=-1,2-3=-937,3-4=-1447,4-5=-1613,5-6=-1447,6-7=-937,7-8=-1 BOT CHORD 15-16=566,14-15=1289,13-14=1613,12-13=1613,11-12=1613, 10-11=1289,9-10=566 WEBS 4-13=8,5-12=8,2-16=-752,2-15=516,3-15=-489,3-14=220,4-14=-217,7-9=-752,7-10=516,6-10=-489,6-11=220,5-11=-217 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)All plates are M20 plates unless otherwise indicated. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. ',.°`°'"''• LOAD CASE(S) Standard rl'V OU-5 ��c o�611999� AWARNING-verVy design parm"te"and READ AforES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.Thio design Is based only upon parameters shown,and is for on Individual building component to be Installed and loaded vertloalty. Applicability of design parameters and proper Incorporation of component is responslbUBy of building designer-not truss I literal support of Individual web mem designer.Bracing shown k fobers only.Additional temporary bracing to Insure stability during construction Is the _ responsibility of the erector.Additional permanent bracing of the overall structure k the responsibilityQuality of the DSBbuil89 rocdesl g S For general guidance AiTek regarding fabrication,quality control,storage,delivery,erection and bracing,eonsutl OST•88 OualRy Standard,DSS•80 itracing Specification,and HIB-91 M Handling Instollino and trocing Recommendation ovalloble from Truss Plate Institute,583 D'onofrlo Drive.Madison,WI53719. 0 v N _ U U 00 co O J m J � J J = J 0d UNU � UU U rn c"n o - a � v CL CA 3 o Oyu rn CL U w a CP o a. CU U >ZU 0 J J J J J O n'QZ G� t c UQUoUUo U to t n- v S c — e- •-- �` 111 0 0 a. za �n. a@) a co dim NFa- Fa- c v U a y O w O CV Q J ~ � N coo CL N J Q (0 uj 2 V Z c Macr- w CD o w rJ' rn d tJJ N J U d OCL N L LU C U H •- U U U U U v _ O c 2 of C,4 = "Cl OD V o N 1 vC14 "a- N.-j C14 N.. �`-.. O OD M N J 2 U - 3 L U O ~ 00 00 _ 'a co m CNU LL (n m Q m O N 0 0 0 h 0 � co m r 00 �- 0 M 0 0 to 00 c'r) 00 0o co 1-- 00 v o U U ti N z U (n N O ? .� .� N N Z fl. M N 3 M Q L N m _ .� N Ccr Q O 0) ur U O O_ O_ O O ti O J aD CO 00 00 Co 000 LC) OU a W N • — cu n. cn 00 O N U cu w o m cn Q v 0- N rn N a a o w a_ ~ 0 N J C C ' Or M � J O V CL a_ fl- () E 2 con H H H Q H 2 in Q 0 CL N 00 V V M ° J m J J J J 0 � Uc~vUoUU � U V CL n U c° v •3 E CL U CL B o j O O �, o O UQUoUUo U 0 cn L O o a- za}. U3a }� @ d 3 m }a. CL CLcu z fl. N F- la- a F- c v U CL a) o w O CV fl- J ~ � O 000 J Q N O W ° J CO U J ._ J J J Q N Q N V J C7 C', J J J J J U Q pa. N O R H C _ _ _ _ _ N � U ° W V ��a' .N.J CN °`° O co N N J -i U a L. U = O cfl co00 CL cu N � LL cu U Q ON 000r Om cc m � aoN U U r N Z U f!1 O04 ivZ H O a °r M N 3 m ap = N M m _ cp fU C Q _ c. N U O Or- 000r O p p Q 0 .- N .- 0x- 00 to C) J w co w w co r w v `v �° j U N civ a W - — N a m o N U M fm "= O m (A Q v d N ` U) X a a- :D r— O 7 W F- c ami L N ~ O .� ~ O U J (D O m �- � O . M V J E O U U wU` 2 H H !o- Q H 2 in Q o russ russ ype y y - 6599 CJ 7' ROOF TRUSS 2 1 ' - s e i e c n us nes, nc. a ec age -1-10-10 3-6-7 7-0-14 1-10-10 3-6-7 3-6-7 ' 4 2.83 FIT ' 3x4: 9 3 ' CS 8 2 t � , ' 3x811 10 5 11 61 2x411 4x6 3x4— ' 3-6-7 7-0-14 3-6-7 3-6-7 ae ses - -' -11l- - LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) 0.01 5 >155 M20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.46 Vert(TL) 0.16 1 >155 BCLL 0.0 Rep Stress Incr NOWB 0.08 Horz(TL) -0.00 7 n/a ' BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/deft=360 Weight:38 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. ' WEBS 2 X 4 SYP No.3 WEDGE Left:2 X 4 SYP No.2 REACTIONS(Ib/size) 4=108/0-2-0,2=264/0-7-12,7=127/0-2-0 Max Horz2=144(load case 2) ' Max Uplift4=-136(load case 3),2=-346(load case 2),7=-79(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=6,2-8=-279,3-8=-312,3-9=-22,4-9=20 BOT CHORD 2-10=254,5-10=254,5-11=254,6-11=254,6-7=0 WEBS 3-5=76,3-6=-271 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 32 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,30 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 40 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,the left is exposed and the right is not exposed. If cantilevers exist,they are not exposed ' to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 3)All plates are M20 plates unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,7. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 136 Ib uplift at joint 4 t346 Ib uplift at joint 2 and 79 Ib uplift at joint 7. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(=- Vert: s(plf)0.0,2-8=-60.0,3-8=-60.0,3-9=-60.0,4-9=-60.0,2-10=-20.0,5-10=-20.0,5-11=-20.0, 6-11=-20.0,6-7=-20.0 Concentrated Loads(lb) Vert:8=185 9=-18 10=21 11=-18 I 1 t FJob-- uss - rT uss Type Y Y 16599 GES01 ROOF TRUSS 1 1 32U56----4D-32--s-Fei e nus nes, nc. aec Page -1-4-0 _ _ _ - - - - 24-7-8 28-8-12 32-10-0 34-2-0 , 4 1� 8-2-8 _ 12-3 12 16 5 0 20 6 4 � , 1-4-0 4-1-4 4-1-4 4-1-4 4-1-4 4-1-4 4-1-4 4-1-4 4-1-4 1-40 4x6 11 �F 7 8x8ii 9.00 rT£ 8x8�� 6 8 ' 3x4% 4 811 9 5x6z,i 5 18 5x6, 5x8- ' 4 15 17 10 3 14 5x6-- 5.50 FIT 5x6 18 11 0 ' 0 3x4 12 2 3x4 1 1 6 5x10 5x10-- 3x12,1 3x12,- ' 5-5-11 1 10-11-5 16-5-0 21-10-11 27-4-5 32-10-0 J 5-5-11 5-5-11 5-5-11 5-5-11 5-5-11 5-5-11 ae ses : - - - - - - , [10:0m3:0,0- - - ' [17:0-3-0,0-3-0],[19:0-2-6,0-2-0],[32:0-2-6,0-2�-0] LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) 0.47 16 >836 M20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.80 Vert(TL) -0.79 16 >492 ' BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.93 12 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/deft=360 Weight:230 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 2-5-6 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-9-15 on center bracing. ' WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.2 2-3-7,Right 2 X 4 SYP No.2 2-3-7 ' REACTIONS(Ib/size) 2=139010-5-8, 12=139010-5-8 Max Horz2=-766(load case 2) Max Uplift2=-810(load case 4), 12=-810(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=21,2-3=-3986,3-4=-3986,4-5=-3835,5-6=-3358,6-7=-2624,7-8=-2624,8-9=-3358,9-10=-3835,10-11=-3986, 11-12=-3986, 12-13=21 BOT CHORD 2-14=3380,14-15=3246, 15-16=2820, 16-17=2820,17-18=3246, 12-18=3380 WEBS 4-14=-5,5-14=203,5-15=-295,6-15=434,6-16=-515,7-16=2903,8-16=-515,8-17=434,9-17=-295,9-18=203, 10-18=-5 { NOTES 1)This truss has been checked for unbalanced loadingconditions. ' 2)This truss has been designed for the wind loads generated by 100 mph winds at 32 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,30 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 40 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is ' 1.33 3) For studs exposed to wind,see MiTek"Standard Gable End Detail" 4)All plates are M20 plates unless otherwise indicated. 5)All plates are 2x4 M20 unless otherwise indicated. 6)Gable studs spaced at 2-0-0 on center. 7)Bearing at joint(s)2, 12 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 810 Ib uplift at joint 2 and 810 Ib uplift at joint 12. 9)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard ' Job cuss russ I ype Y Y7 - 6599 H01 ROOF TRUSS 1 1 ' s Feb 1B 1� i e nus nes, nc. a edD c 01 11� age r1-4-9 4-9-11 9-7-5 1 14-5-0 19-2-111 24-0-5 2810-0 _3"-2- 1-4-0 4-9-11 4-9-11 4-9-11 4-9-11 4-9-11 4-9-11 1-4-0 4x6- ' 4.00 rTT 5 3x4; 3x4; 6 ' 5x6; 4 54; 3 7 �1 2 8 9 0 3x4- 1Q5 16 1711 18 19 20 21 1322 23 14 3x4- ' 3x811 2x4 ii 3x4- 8X10- 3x4- 2x4 11 3x8 11 ' 4-9-11 9-7-5 14-5-0 19-2-11 24-0-5 28-10-0 4-9-11 4-9-11 4-9-11 4-9-11 4-9-11 4-9-11 F'IaFe-Offs-e-Fs-(X-,Yy.-1ZZ6=7 0-3-3],[2: - - - - - - - ' LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) 0.07 10-11 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.06 10-11 >999 BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(TL) 0.01 8 n/a ' BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl=360 Weight: 176 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 5-1-6 on center purlin spacing. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. t WEBS 2 X 4 SYP No.3*Except* t 5-12 2 X 6 SYP No.2 WEDGE Left:2 X 4 SYP No.2,Right:2 X 4 SYP No.2 s I REACTIONS(Ib/size) 2=687/0-5-8, 12=3167/0-5-8,8=471/0-5-8 Max Horz2=35(load case 2) ' Max Uplift2=-621(load case 2), 12=-2351(load case 2),8=-382(load case 3) Max Grav8=505(load case 6) ' FORCES(lb)-First Load Case Only TOP CHORD 1-2=5,2-3=-1160,3-4=-131,4-5=1118,5-6=1118,6-7=114' -2=5,2-3=-1160,3-4=-138,4-5=1118,5-6=1118,6-7=114,7-8=-616,8-9=5 ' BOT CHORD 2-10=1018, 10-15=996, 15-16=996,16-17=996, 11-17=996, 11-18=90, 18-19=90, 12-19=90, 12-20=-65,20-21=-65, 13-21=-65, 13-22=507, 22-23=507, 14-23=507,8-14=517 WEBS 3-10=454,3-1 1=-984,4-11=902,4-12=-1377,5-12=-971,6-12=-1184,6-13=738,7-13=-622,7-14=199 NOTES ' 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 32 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,30 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 40 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are exposed to wind. If cantilevers exist,they are not exposed to wind. ' If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s) is delegated to the building designer. 4)All plates are M20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 621 Ib uplift at joint 2 2351 Ib uplift at joint 12 and 382 Ib uplift at joint 8. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-2=-60.0,2-3=-60.0,3-4=-60.0,4-5=-60.0,5-6=-60.0,6-7=-60.0,7-8=-60.0,8-9=-60.0,2-10=-20.0, 10-15=-20.0, 15-16=-20.0, 16-17=-20.0,11-17=-20.0, 11-18=-20.0, 18-19=-20.0, 12-19=-20.0, 12-20=-20.0,20-21=-20.0, 13-21=-20.0, 13-22=-20.0,22-23=-20.0,14-23=-20.0,8-14=-20.0 Concentrated Loads(lb) ' Vert:3=-48 12=-1 71 1 0=-1 07 15=-1 71 16=-1 71 17=-1 71 18=-1 71 19=-1 71 20=-1 71 21=-1 71 22=-1 71 23=-171 IJob I russ 11 russ ype Qty Ply CHIP MITCHELL-EVANS RES. 6599 J1 ROOF TRUSS 4 1 �SUWANNEETRUSS-CO- CITY, sFebi e nus nes,-Fn-c. Wed Dec 01 11:19:55 1999 Page T i -1-4-0 1-0-0 1-4-0 1-0-0 4.00 r1'£ 3 2 1 4x6— - 1-0-0 1-0-0- LOADING(psf) -0-0LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP ' TCLL 20.0 Plates Increase 1.25 TC 0.19 Vert(LL) n/a - n/a M20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.02 1 >798 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/deft=360 Weight:7 Ib ' LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed. BOT CHORD 2 X 8 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. ' REACTIONS(Ib/size) 3=-33/0-2-0,2=181/0-5-8,4=9/0-2-0 Max Horz2=58(load case 3) Max Uplift3=-33(load case 1),2=-246(load case 2) Max Grav3=66(load case 2),2=181(load case 1),4=9(load case 1) FORCES(lb)-First Load Case Only ' TOP CHORD 1-2=10,2-3=-49 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 32 ft above ground level,using 5.0 psl top chord dead load and 5.0 psf ' bottom chord dead load,30 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 40 It with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,the left is exposed and the right is not exposed. If cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. ' 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 33 Ib uplift at joint 3 and 246 Ib uplift at joint 2. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard Job runs russ ype Y Ply 1TCAECC-EVANS RE8. 6599 J3 ROOF TRUSS 2 1 -SUVVANNEE-T]RUSaZO—.M.,LAKE 05&--- - s e i e nus nes, nc. a ec age -1-4-0 3-0-0 1-4-0 3-0-0 4 4.00 FTI 3 2 ob 3x4; 5 ' 2x6 11 3-0-0 3-0-0 ' a e se s LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) n/a n/a M20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.04 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a ' BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl=360 Weight: 13 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. ' SLIDER Left 2 X 4 SYP No.2 1-4-13 REACTIONS(Ib/size) 4=69/0-2-0,2=215/0-5-8,5=29/0-2-0 Max Horz 2=97(load case 3) Max Uplift4=-80(load case 3),2=-202(load case 2) ' FORCES(lb)-First Load Case Only TOP CHORD 1-2=0,2-3=-60,3-4=15 BOT CHORD 2-5=0 NOTES ' 1)This truss has been designed for the wind loads generated by 100 mph winds at 32 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,30 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 40 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,the left is exposed and the right is not exposed. If cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 ' 2)All plates are M20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 80 Ib uplift at joint 4 and 202 Ib uplift at joint 2. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 1 I I ' Job russ I rus UTY ply - 6599 J3A ROOF TRUSS 2 1 i . - s e 18 i e n us nes, nc. aec age -1-4-0 3-0-0 I _ _. 1-4-0 3-0-0 ' 3x6— 4 3 4.00 FIT &6; ' 2 v l ' S 6 7 6x8— ' 2-1-8 3-0-0 2-1-8 0-10-8 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) �5 > deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Ver1(LL) 0.18162 M20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.45 Vert(TL) 0.16 - 112 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) -0.10 7 n/a ' BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/deft=360 Weight: 16 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. ' WEBS 2 X 4 SYP No.3*Except' 2-5 2 X 4 SYP No.2 REACTIONS(Ib/size) 4=-736/0-2-0,7=-700/0-2-0,3=1746/0-3-8 Max Horz3=141(load case 3) ' Max Uplift4=-736(load case 1),7=-700(load case 1),3=-2131(load case 2) Max Grav4=944(load case 2),7=912(load case 3),3=1746(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 1-2=28,2-3=49,3-4=-239,2-5=-79 BOT CHORD 5-6=0,6-7=0 WEBS 3-6=834,2-6=0 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 32 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,30 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 60 ft by 40 ft with ' exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,the left is exposed and the right is not exposed. If cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,7. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 736 Ib uplift at joint 4 700 Ib uplift at joint 7 and 2131 Ib uplift at joint 3. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard i 1 SII russ ype Ply I GHIP-lWTCFl-ELLEVANS-RES-.- 6599 J5 ROOF TRUSS 11 1 . -,FC-3205 . - s Feb its 1 99 mi I e n us nes, nc. a ec age -1-4-0 5-0-0 1-4-0 5-0-0 2x411 5 ' I 4 4.00(V£ t 3 Y N EI ' 2 ' 3x4; 6 7 2x4 11 ' 2x6I1 5-0-0 5-0-0 � Plate ats(A,Yl: [2:U-7-13,11-3- LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl i PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.29 Vert(LL) 0.03 2-6 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.18 Vert(TL) -0.05 2-6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 n/a ' BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl=360 Weight:23 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. ' WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.2 2-1-13 REACTIONS(Ib/size) 2=287/0-5-8,7=191/0-2-0 Max Horz2=149(load case 2) Max Uplift2=-236(load case 2),7=-152(load case 2) FORCES(lb)-First Load Case Only TOP CHORD 1-2=0,2-3=-72,3-4=31,4-5=-8 BOT CHORD 2-6=0,6-7=0 tWEBS 4-6=-153 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 32 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,30 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 40 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,the left is exposed and the right is not exposed. If cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 ' 2)All plates are M20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. 236 Ib uplift at joint 2 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding p 1 and 152 Ib uplift at joint 7. ' 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard [Job-- I rruss Truss ---Qy y UH V MI I GHELL--EVANS-RES 6599 S01 ROOF TRUSS 15 11 — ea , L-3205 i e nus nes, nc.Wec e 1-4- 4-1-4 8-2-8 12-3-12 16-5-0 20-6-4 24-7-8 28-8-12 32-10-034-2-0 1-4-0 4-1-4 4-1-4 4-1-4 4-1-4 4-1-4 4-1-4 4-1-4 4-1-4 1-4-0 4x611 7 3x4 ii 9.00� 3x4,�, 6 8 ' 3x4 ii 3x4�� 5 9 5x6�i 16 5x6, x8= ' 4 15 17 10 3 5x6 5.50(T£ 18 5x6 11 ' 0 2 3x44 3x4 121 6 5x10,- 5x10 3x12ii 3x12- 5-5-11 10-11-5 16-5-0 21-10-11 27-4-5 32-10-0� 5-5-11 5-5-11 5-5-11 5-5-11 5-5-11 5-5-11 0,0-3-0]J 2 0-2-4, - - - - - - - - - - - - - LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) 0.47 16 >836 M20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.80 Vert(TL) -0.79 16 >492 11 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.93 12 n/a ' BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/deft=360 Weight: 187 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 2-5-6 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-9-15 on center bracing. ' WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.2 2-3-7,Right 2 X 4 SYP No.2 2-3-7 REACTIONS(Ib/size). 2=1390/0-5-8, 12=139010-5-8 Max Horz 2=-766(load case 2) Max Uplift2=-810(load case 4), 12=-810(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=21,2-3=-3986,3-4=-3986,4-5=-3835,5-6=-3358,6-7=-2624,7-8=-2624,8-9=-3358,9-10=-3835, 10-11=-3986, 11-12=-3986, 12-13=21 BOT CHORD 2-14=3380, 14-15=3246, 15-16=2820, 16-17=2820, 17-18=3246, 12-18=3380 WEBS 4-14=-5,5-14=203,5-15=-295,6-15=434,6-16=-515,7-16=2903,8-16=-515,8-17=434,9-17=-295,9-18=203, 10-18=-5 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 32 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,30 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 40 ft with ' exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)All plates are M20 plates unless otherwise indicated. 4)Bearing at joint(s)2, 12 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. ' 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 810 Ib uplift at joint 2 and 810 Ib uplift at joint 12. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. i LOAD CASE(S) Standard i Job russ I russ I ypey -EVAN 6599 ST04 'ROOF TRUSS 2 1 RUSS CO.ING., s Feb 18 1 99 Mi I eK Industries, Inc. Wed Uec age -1-4- 5-5-11 10-11-5 16-5-0 21-10-11 27-4-5 32-10-0 $4-2-Q ' 1-4-0 5-5-11 5-5-11 5-5-11 5-5-11 5-5-11 5-5-11 1-4-0 4x8 I I 4.00 rIT 2x411 6 2x411 ' 3x4� 2x41 3x4; 5 7 2x411 2x411 5x6; 5x6; 8 2x4 I N 4 2x411 2x411 I I g 3 a 2 2x411 10 1# 1 l x611 3x8; 12 13 2x4 1 14 2x411 2x411 15 2x411 3x8 x 11 2x411 3x4- 5x6- 5x6= 12x12= 6-6-0 13-0-0 19-10-0 26-4-0 32-10-0 � 6-6-0 6-6-0 6-10-0 6-6-0 6-6-0 a are Uffsels :e ge, - - - - - - - - :e ge 0=4=3];[13: 3-0,0-3-0],[14:0- - - LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) 0.31 13 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.48 13-14 >820 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.12 10 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/deft=360 Weight:204 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 2-11-15 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-6-11 on center bracing. ' WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.2 2-7-9,Right 2 X 4 SYP No.2 2-7-9 REACTIONS(Ib/size) 2=1393/0-5-8, 10=1393/0-5-8 t Max Horz2=-39(load case 3) Max Uplift2=-890(load case 2), 10=-890(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=0,2-3=-2838,3-4=-2838,4-5=-2711,5-6=-2231,6-7=-2231,7-8=-2711,8-9=-2838,9-10=-2838, 10-11=0 BOT CHORD 2-12=2619, 12-13=2322, 13-14=1804, 14-15=2322, 10-15=2619 WEBS 4-12=-111,5-12=340,5-13=-457,6-13=625,6-14=625,7-14=-457,7-15=340,8-15=-111 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 32 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf ' bottom chord dead load,30 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 60 ft by 40 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3) For studs exposed to wind,see MiTek"Standard Gable End Detail' 4)All plates are M20 plates unless otherwise indicated. ' 5)Gable studs spaced at 2-0-0 on center. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 890 Ib uplift at joint 2 and 890 Ib uplift at joint 10. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard ' o russ - ru�T ss yT pe Y Y - 6599 T01 I ROOF TRUSS 1 1 (F-32—s e i ec n ne us s, nc. e TD c 01 19:2 : age -1 4-0 7-2-8 14-5-0 21-7-8 28-10-0 ,30-2-Q 1-4-0 7-2-8 7-2-8 7-2-8 7-2-8 1-4-0 4.00[T£ 4x6= ' S 5x(3; 5x6; 4 6 3 7 12 8 9v 1 ao 3x4;3x4% 10 3x4;3x4; 2xx ' 3x611 11 13 3x611 411 3x4— 5x6— 2x4�1 6-8-1 13-4-2 115-5-14 22-1-15 28-10-0 6-8-1 6-8-1 2-1-12 6-8-1 6-8-1 F31ate es LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.81 Vert(LL) -0.01 10 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.40 Vert(TL) -0.08 10-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) -0.04 8 n/a ' BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl=360 Weight: 146 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 4-8-2 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6-1-12 on center bracing. ' WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.2 3-6-7,Right 2 X 4 SYP No.2 3-6-7 REACTIONS(Ib/size) 2=751/0-5-8, 12=1042/0-7-12,8=673/0-5-8 Max Horz 2=-35(load case 3) Max Uplift2=-656(load case 2), 12=-305(load case 2),8=-639(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=0,2-3=-1071,3-4=-1071,4-5=-352,5-6=-129,6-7=-860,7-8=-860,8-9=0 BOT CHORD 2-10=987, 10-11=962, 11-12=257,12-13=766,8-13=791 ' WEBS 4-10=136,4-11=-691,5-11=384,5-12=-673,6-12=-708,6-13=136 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 32 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,30 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 40 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)All plates are M20 plates unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 656 Ib uplift at joint 2 305 Ib uplift at joint 12 and 639 Ib uplift at point 8. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard II II'I I� i Job russ j 1 russ I ype --7QtY ,Ply CHIP M11 UHELL-EVANS 6599 T02 ROOF TRUSS 1 1 ' SUWANNEE 1 RUSS cu. 0513-- 4.6-32 s Feb 181999 Mi I ek nus nes,Inc. Wed ec 999 agell -1-4-0 7-2-8 14-5-0 21-7-8 28-10-0QO-2-Q 1-4-0 7-2-8 7-2-8 7-2-8 7-2-8 1-4-0 4.00 rT£ 4x6— 5 5x6; 5x6; 4 6 3 7 �1 2 8 9� 3x4�3x4; 10 3x4,3x4; ' 3x6 11 3x611 5x6— 5x6- ' 11-4-2 17-5-14 28-10-0 r 11-4-2 6-1-12 11-4-2 a e se s _ - -15],[4:0 3 0, - - - - - - A -345],-[10: - - - - - - ' LOADING(psf) hSPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.83 Vert(LL) 0.02 10 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.51 2-10 >410 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) -0.04 8 n/a ' BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl=360 Weight: 135 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 4-3-10 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 5-2-7 on center bracing. tWEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.2 3-6-5,Right 2 X 4 SYP No.2 3-6-5 REACTIONS(Ib/size) 2=860/0-5-8, 11=950/0-7-12,8=657/0-5-8 Max Horz2=-35(load case 3) Max Uplift2=-670(load case 2), 11=-324(load case 2),8=-609(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=0,2-3=-1239,3-4=-1239,4-5=-827,5-6=-254,6-7=-689,7-8=-689,8-9=0 BOT CHORD 2-10=1143, 10-11=540,8-11=631 WEBS 4-10=-433,5-10=484,5-11=-592,6-11=-471 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 32 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,30 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 It by 40 It with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)All plates are M20 plates unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 670 Ib uplift at joint 2 324 Ib uplift at joint 11 and 609 Ib uplift at point 8. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard ti I i, i i I ' o russ russ ype _ �2tY P YL;HIF'MI 6599 T03 ROOF TRUSS 14 1 E�1T�FL 32056- 4:b=32 s Feb its 1999 mi I eK in—d—us-Fries, ni c.Wedetc 01 t7 2D:10 1999 Hage --F1-4-0 7-2-8 -- 14-5-0 21-7-8 28-10-0 ?0-2- 1-4-0 7-2-8 7-2-8 7-2-8 7-2-8 1-4-0 4.00 rTZ- 4x6= ' 5 5x6� 5x6; 4 6 3 7 2 8 91°0 ' 3x4;3x4 10 11 12 3x4;3x4;5x6 5x611 2x4 11 5x8— 2x4 11 ' � 7-2-8 14-5-0 21-7-8 28-10-0 7-2-8 7-2-8 7-2-8 7-2-8 l -Plate offse s j2S;0- - - - - - - - - 1T0 4 0, LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.88 Vert(LL) 0.15 11 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.33 11-12 >999 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.10 8 n/a ' BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl=360 Weight: 140 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 2-8-15 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 5-0-9 on center bracing. ' WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.2 3-6-9,Right 2 X 4 SYP No.2 3-6-9 REACTIONS(Ib/size) 2=1233/0-5-8,8=1233/0-5-8 Max Horz 2=-35(load case 3) Max Uplift2=-797(load case 2),8=-797(load case 3) ' FORCES(lb)-First Load Case Only TOP CHORD 1-2=0,2-3=-2362,3-4=-2362,4-5=-1671,5-6=-1671,6-7=-2362,7-8=-2362,8-9=0 BOT CHORD 2-10=2190,10-11=2185, 11-12=2185,8-12=2190 _ - - _ - =- -12=144 ' WEBS 4-1 0 144,4-11--648,5 11 630,6 11 648,6 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 32 ftabove ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,30 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 40 ft with ' exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)All plates are M20 plates unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 797 Ib uplift at joint 2 and 797 Ib uplift at joint 8. t5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard II To6I russ russ ype y y CHIP Mi I FILLC= ,,6599 T04 ROOF TRUSS 4 1 6— 4.U-32 s Feb 113 1999 Mi I ek Industries,Inc. Wed Uec 6 1:20:12 1999Page -1-4-Q 5-5-11 10-11-5 16-5-0 21-10-11 27-4-5 32-10-0 �4-2-Q 1-4-0 5-5-11 5-5-11 5-5-11 5-5-11 5-5-11 5-5-11 1 4-0 4x6= 4.00 FT£ 6 3X4; 3x4; S 7 5x6� 5x6; rn c� 4 8 <o 3 9 ' 2 10 11r Cc x II 3x8; 12 13 14 15 3x8; x II ' 3x4= 5x6— 5x6- 3x4 t6-6-0 13-0-01 19-10-0 26-4-0 + 32-10-0 66 0 6-6-0 — 6-10-0 6-6-0 6-6-0 a e se s -j�,0-4-3]-[4:0=3- - - -0 e,0=4=3]-[13:0= - - - - - - LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) 0.31 13 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.48 13-14 >820 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.12 10 n/a ' BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl=360 Weight: 169 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 2-11-15 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-6-11 on center bracing. ' WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.2 2-7-9,Right 2 X 4 SYP No.2 2-7-9 REACTIONS(Ib/size) 2=1393/0-5-8, 10=1393/0-5-8 Max Horz2=39(load case 2) ' Max Uplift2=-890(load case 2), 10=-890(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2-0,2-3=-2838,3-4=-2838,4-5=-2711,5-6=-2231,6-7=-2231,7-8=-2711,8-9=-2838,9-10=-2838, 10-11=0 BOT CHORD 2-12=2619, 12-13=2322, 13-14=1804, 14-15=2322, 10-15=2619 WEBS 4-12=-111,5-12=340,5-13=-457,6-13=625,6-14=625,7-14=-457,7-15=340,8-15=-111 � �TS hEs truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 32 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,30 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 40 ft with t exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are exposed to wind. If cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)All plates are M20 plates unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 890 Ib uplift at joint 2 and 890 Ib uplift at joint 10. ' 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard I � I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ' Job cuss russ I ype y - 6599F F01 FLOOR 17 1 ' -SUVVMNLt I KUbb UU.IN(;.,LAKF-(A I Y,FIL 32056 4.U-32 s Febi e nus ries,lnc. a ec age 1-4-0 ' 11� 0-15-12 OHI F§H 0-�-12 2x411 3x4- 4x6- 3x4= 4x6=3x6 FP-- 2x4 11 2x4-3x4- 3x4=2x411 3x4= 3x6 FP= 3x4- 2x411 2x411 3x6.- 4x6- 3x4- 3x4=2x4 11 3x4= 3X4 2X4 ' 1 2 3 4 5 6 7 8 9 1011 12 13 1415 16 17 18 19 20 21 22 4 42 ' 24 25 26 2728 29 30 31 32 33 4 35 36 37 38 39 0 3x6= 3x4= 3x6= 3x4- 3x6 FP- 3x4= 4x6= 3x6= 3x6- 3x4- 3x6- 3x4- 3x6- 3x6- 3x4= 4x6- 4x6- 3x6 FP.- 17-1-0 ' 11-0-12 15-9-0 11�_5-0 21-9-4--- 32-10-0 11-0-12 4-8-4 0-8-0 4-8-4 11-0-12 0-8-0 I'late uffsets :e ge - - - ,e ge, - - ,edge], ,e ge, - ,edge], - , , 42`0 -0�0=1=8� ' LOADING(psf) SPACING 1-4-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.96 Vert(LL) -0.32 28 >820 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.96 Vert(TL) -0.4330-31 >604 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.05 34 n/a ' BCDL 5.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl=360 Weight: 178 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2*Except* TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end 7-14 4 X 2 SYP No.1 verticals. ' BOT CHORD 4 X 2 SYP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. 29-36 4 X 2 SYP No.2D WEBS 4 X 2 SYP No.3 REACTIONS(Ib/size) 23=664/0-3-8,40=149/0-3-8,34=1567/0-3-8 ' Max Uplift40=-1 15(load case 2) Max Grav23=676(load case 2),40=306(load case 3),34=1567(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 23-41=-23, 1-41=-23,40-42=-22,22-42=-22,1-2=-1,2-3=-1223,3-4=-2049,4-5=-2049,5-6=-2441,6-7=-2469,7-8=-2469,8-9=-2414, 9-10=-1935, 10-11=-947, 11-12=-947, 12-13=-947, 13-14=507, 14-15=507, 15-16=2200, 16-17=1886, 17-18=849, 18-19=155, 19-20=155, ' 20-21=-109,21-22=-1 BOT CHORD 23-24=722,24-25=1705,25-26=2328,26-27=2538,27-28=2414,28-29=2227,29-30=2227,30-31=1516,31-32=947,32-33=313, 33-34=-1228,34-35=-2200,35-36=-1286,36-37=-1286,37-38=-433,38-39=59,39-40=138 WEBS 8-28=-192, 16-34=-640, 11-31=642, 12-32=-725,2-23=-959,2-24=698,3-24=-670,3-25=467,4-25=-43,5-25=-379,5-26=158,6-26=-134, 6-27=-96,8-27=112,9-28=249,9-30=-406, 10-30=583, 10-31=-1079, 15-34=-1293,15-33=1002, 13-33=-1141, 13-32=1203,21-40=-182, ' 21-39=-41,20-39=69,20-38=-291, 19-38=-43, 18-38=377, 18-37=-580, 17-37=607, 17-35=-834, 16-35=634 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. ' Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. 4)All plates are M20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 115 Ib uplift at joint 40. ' 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard ' Job russ russ ype Qty Ply . 6599F F02 FLOOR 3 1 ' TY,I-L 32Tf5 _ =32 s Feb 18i10ITek Industries;lnc.-We-d- ed c 01 11:42:12 1999 Page 0-4-0 0-8-4 H I 0H14 ' - 2x4 11 5x6 2x4 I I 2x4- 3x6 FP- 2x411 3x6 FP- 3x6- 2x4- ' 1 1 2 3 4 5 6 7 8 9 1011 12 13 14 15 16 17 18 19 3 40 ' 21 22 23-14,25, 26 27 28 29 30 31 33 34 35 36 37 8 3x6- 5x6- 3x6 FP- 2x411 3x6- 3x6 FP- 3x6- 17-1-0 ' 8-11-0 15-9-0 1 -5-0 21-9-4 32-10-0 8-11-0 6-10-0 0-8-0 4-8-4 11-0-12 0-8-0 Plate e s :e e, - - - - ,e 9e, - - ,e ge, `.0- ,e 9e, - - ,e 9e,[39:0-1-0,0-1-8],140:U-T-"--T-8]- LOADING(pso - - ,_ - -T-01--8]- LOADING(psf) SPACING 1-4-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.30 Vert(LL) -0.04 28-29 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.29 Vert(TL) -0.05 28-29 >999 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.01 38 n/a ' BCDL 5.0 Code SBC/ANS195 (Matrix) 1st LC LL Min I/defl=360 Weight: 175 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end BOT CHORD 4 X 2 SYP No.2 verticals. ' WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing, Except: 10-0-0 on center bracing:. REACTIONS(Ib/size) 20=197/0-8-0,38=319/0-8-0,24=932/0-3-8,32=933/0-5-8 ' Max Uplift20=-18(load case 5) Max Grav20=269(load case 4),38=349(load case 4),24=959(load case 2),32=947(load case 3) FORCES(Ib)-First Load Case Only TOP CHORD 20-39=-24, 1-39=-24,38-40=-24, 19-40=-24, 1-2=-1,2-3=-213,3-4=-45,4-5=508,5-6=696,6-7=696,7-8=-35,8-9=-401,9-10=-440, ' 10-11=-440, 11-12=-52, 12-13=-52, 13-14=677, 14-15=407, 15-16=-264,16-17=-562,17-18=-479, 18-19=-1 BOT CHORD 20-21=190,21-22=218,22-23=-146,23-24=-843,24-25=-851,25-26=-265,26-27=319,27-28=319,28-29=440,29-30=440,30-31=332, 31-32=-220,32-33=-677,33-34=10,34-35=10,35-36=500,36-37=609,37-38=329 i WEBS 9-29=-60, 10-30=-106,5-24=-890, 14-32=-502,2-20=-251,2-21=33,3-21=-6,3-22=-240,4-22=266,4-23=-503,5-23=485,9-28=-53, 8-28=114,8-26=-395,7-26=417,7-25=-600,5-25=429, 13-32=-608, 13-31=379, 11-31=-388,11-30=205, 18-38=-436,18-37=208, 17-37=-181 ' , 17-36=-65, 16-36=87, 16-35=-327, 15-35=353, 15-33=-580, 14-33=485 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ' 3)CAUTION,Do not erect truss backwards. 4)All plates are M20 plates unless otherwise indicated. 5)All plates are 3x4 M20 unless otherwise indicated. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 18 Ib uplift at joint 20. ' 7)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard ,II I ' Job cuss I russ I ype 1 Fly 6599F F03 FLOOR 1 1 s e11999 Nit I eK industries,Inc. Wed c age 0-11-0 OF" ' 2x4 2x4 II 3x6 FP= 3x6 FP- 3X6= 2 II 4 ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 3E 39 ' 21 22 23 24 25 26 27 28 3031 33 34 35 36 3x6- 2x4 2x4 II 3x6 FP- 3x6= 3x6 FP=3x6= 3x6- 8-1-0 6-9-0 77570 16-9-0 21-9-4 32-10-0 6-9-0 0-8-0 8-8-0 5-0-4 11-0-12 0-8-0 ' Hale se s :e ge, - - , : - - ,e 9e, : - - ,e e, - ,e ge, - - , - LOADING(psf) SPACING 1-4-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.48 Vert(LL) -0.09 23 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.42 Vert(TL) -0.12 23 >999 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.02 29 n/a BCDL 5.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl=360 Weight: 173 Ib rLUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end BOT CHORD 4 X 2 SYP No.2 verticals. ' WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: 6-0-0 on center bracing:. REACTIONS(Ib/size) 20=50110-8-0,37=339/0-8-0,29=1118/0-3-8,32=423/0-5-8 Max Uplift32=-11(load case 2) Max Grav20=503(load case 4),37=343(load case 4),29=1217(load case 2),32=690(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 20-38=-27, 1-38=-27,37-39=-24, 19-39=-24, 1-2=-1,2-3=-873,3-4=-1322,4-5=-1433,5-6=-1289,6-7=-1289,7-8=-779,8-9=111,9-10=1420, ' 10-11=1419, 11-12=824, 12-13=824, 13-14=505, 14-15=243, 15-16=-388, 16-17=-645, 17-18=-521, 18-19=-1 BOT CHORD 20-21=532,21-22=1197,22-23=1433,23-24=1433,24-25=1433,25-26=1114,26-27=1114,27-28=424,28-29=-661,29-30=-1064, 30-31=-597,31-32=-597,32-33=-505,33-34=155,34-35=603,35-36=672,36-37=351 WEBS 4-23=-28,5-24=50, 10-29=-53, 14-32=-487,2-20=-706,2-21=475,3-21=-450,3-22=174,4-22=-145,9-29=-1012,9-28=765,8-28=-744, l 8-27=494,7-27=-466,7-25=242,5-25=-229, 13-32=122, 13-30=-315, 11-30=334, 11-29=-516, 18-37=-466, 18-36=237, 17-36=-209, ' NOTES 17-35=-37, 16-35=59, 16-34=-299, 15-34=324, 15-33=-553, 14-33=471 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ' 3)CAUTION,Do not erect truss backwards. 4)All plates are M20 plates unless otherwise indicated. 5)All plates are 3x4 M20 unless otherwise indicated. 1 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 11 Ib uplift at joint 32. ' 7)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard SII iTo6 --'iTuss russ ype Qty Ply . 6599F F04 FLOOR 4 1 -L 3ZU5(i —4. s Feb 18 T9 i e nus ries,Inc. Wed Uec age 1-3-0 1-4-8 1-4-0 1-4-8 2x4 I I 2x4 11 2x4- 3x4- 3x4— 3x4— 3x4— 3x4— 3x4— 2x4- ' 1 2 3 4 5 6 7 8 1 18 ' 10 11 12 13 14 15 3x6- 3x4— 3x4— 2x411 2x411 3x4— 3x4— 3x6— ' 6-9-0 7-5-0,8-1-0 14-10-0 6-9-0 0-8-00-8-0 6-9-0 ' ate Offsets :e ge, - - - ,e ge, ,e 9e, - - ,e 9e, -_ ,e 9e, - - -_-8_ - - - LOADING(psf) SPACING 1-4-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.22 Vert(LL) -0.08 12 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.40 Vert(TL) -0.11 12-13 >999 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.03 16 n/a BCDL 5.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl=360 Weight:78 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end BOT CHORD 4 X 2 SYP No.2 verticals. ' WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. REACTIONS(Ib/size) 9=531/0-8-0, 16=531/0-8-0 FORCES(lb)-First Load Case Only ' TOP CHORD 9-17=-26, 1-17=-26, 16-18=-26,8-18=-26, 1-2=-1,2-3=-937,3-4=-1447,4-5=-1613,5-6=-1447,6-7=-937,7-8=-1 BOT CHORD 9-10=566, 10-11=1289, 11-12=1613, 12-13=1613, 13-14=1613, 14-15=1289, 15-16=566 WEBS 4-12=8,5-13=8,2-9=-752,2-10=516,3-10=-489,3-11=220,4-11=-217,7-16=-752,7-15=516,6-15=-489,6-14=220,5-14=-217 NOTES ' 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)All plates are M20 plates unless otherwise indicated. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. ' LOAD CASE(S) Standard i I 1 ' Job cuss russ I ype Uty ly - 6599E F05 FLOOR 1 1 ' s e i e c n us nes, nc. aDec age 1-3-0 1-4-0 0-8-8 ' 2x4 11 2x411 2x4- 3x4- 3x4- 3x4- 2x411 3x4- 3x4- 3x4- 2x4- ' 1 2 3 4 5 6 7 8 9 c 1 19 v ' 11 12 13 14 15 16 3x6= 3x4- 3x4- 2x411 3x4= 3x4= 3x4— 3x6— t6-9-0 7-5-0,8-1-01 1575-0 6-9-0 0-8-00-8-0 7-4-0 a e se s , :e ge, - - - ,e ge, : - - ,e ge 3e];[14:0=1=8,e ge, - - ],[19:0-1-0,,0-, - - ' LOADING(psf) SPACING 1-4-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.22 Vert(LL) -0.09 14 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.42 Vert(TL) -0.13 14 >999 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.03 17 n/a ' LUMBER 1st LC LL Min I/d or 6-0-0 o BCDL 5.0 Code SBC/ANSI95 (Matrix) - 360 Weight:81 Ib BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed n center purlin spacing, except end BOT CHORD 4 X 2 SYP No.2 verticals. ' WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. REACTIONS(Ib/size) 10=552/0-8-0, 17=552/0-11-5 FORCES(lb)-First Load Case Only TOP CHORD 10-18=-2611-18=-26, 17-19=-25,9-19=-25, 1-2=-1,2-3=-983,3-4=-1539,4-5=-1733,5-6=-1733,6-7=-1541,7-8=-982,8-9=-1 tBOT CHORD 10-11=591, 11-12=1356, 12-13=1733, 13-14=1733,14-15=1715,15-16=1353, 16-17=592 WEBS 4-13=6,5-14=-16,2-10=-785,2-1 1=546,3-11=-518,3-12=255,4-12=-254,8-17=-786,8-16=543,7-16=-516,7-15=262,6-15=-241,6-14=34 NOTES ' 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)All plates are M20 plates unless otherwise indicated. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard Job cuss rus ys pe ?Zlty- y -EVANS RES. 6599F F06 FLOOR 1 1 C-0. s Feb 18 1999 Mi Fek Industries,Inc. Wed Dec age 1-3-0 1-4-8 1-4-0 0-9-8 2x411 3x4-- 2x411 2x4- 3x4- 3x6 FP- 3x4- 3x4- 3x4- 3x4- 3x4- 2x4- 1 2 3 4 5 6 7 8 9 10 ' 2 22 ' 12 13 14 15 16 17 18 19 3x6- 3x4- 3x4- 2x4 II 2x4 II 3x4- 3x4- 3x6 FP- 3x4- 3x6- ' 6-9-0 7-5-08-1-0 16-9-0 _ 6-9-0 0-8-00-8-0 8-8-0 Plate Onsets : :e ge, - - - ,e ge, - - ,e ge, - .e ge, 2T:o- - - - LOADING(psf) SPACING 14-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.25 Vert(LL) -0.14 15 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.63 Vert(TL) -0.19 15-16 >999 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.04 20 n/a ' BCDL 5.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl=360 Weight:88 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end BOT CHORD 4 X 2 SYP No.2 verticals. ' WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. REACTIONS(Ib/size) 11=601/0-8-0,20=601/0-11-5 FORCES(lb)-First Load Case Only TOP CHORD' 11-21=-25, 1-21=-25,20-22=-25, 10-22=-25, 1-2=-1,2-3=-1089,3-4=-1089,4-5=-1745,5-6=-2029,6-7=-2031,7-8=-1751,8-9=-1088,9-10=-1 BOT CHORD 11-12=648, 12-13=1508, 13-14=2029, 14-15=2029, 15-16=2029, 16-17=1980, 17-18=1507, 18-19=1507, 19-20=648 WEBS 5-14=65,6-15=-69,2-11=-861,2-12=614,4-12=-582,4-13=330,5-13=-371,9-20=-861,9-19=612,8-19=-584,8-17=339,7-17=-319,7-16=71, 6-16=4 ' NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)All plates are M20 plates unless otherwise indicated. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard t I Job russ russ I ype HIP MI I UHtLL- . 6599F F07 FLOOR 1 1 ,FL JZUbb 40 MmTpk Industries,Inc. c u Page 1-3-0 1-4-8 1-4-0 0-11-0 0-11-8 t ' 2x411 3x4— 2x411 2x4— 3x4- 3x6 FP— 3x4— 3x4— 3x4— 3x4— 3x4— 3x6- 2x4— ' 1 2 3 4 5 6 7 8 9 10 11 21 24 ' 13 14 15 16 17 18 19 20 21 3x6= 3x4= 3x4— 2x4 11 2x411 3x4- 3x4— 3x6 FP- 3x6= 3x6— 3x4— 8-1-0 6-9-0 7-5-0 16-9-0 , 18-1-0 6-9-0 0-8-0 8-8-0 1-4-0 0-8-0 -Plate offsets :e e, - - - ,ege, - - ,ege, - - ,e e,[23:U-11-0,U-1-8], - - _ ' LOADING(psf) SPACING 1-4-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.33 Vert(LL) -0.19 16-17 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.81 Vert(TL) -0.27 16-17 >802 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.05 22 n/a ' BCDL 5.0 Code SBC/ANS195 (Matrix) 1st LC LL Min I/defl=360 Weight:97 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end BOT CHORD 4 X 2 SYP No.2 verticals. tWEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. REACTIONS(Ib/size) 12=650/0-8-0,22=650/0-11-5 FORCES(lb)-First Load Case Only TOP CHORD 12-23=-24, 1-23=-24,22-24=-34, 11-24=-34, 1-2=-1,2-3=-1195,3-4=-1195,4-5=-1952,5-6=-2323,6-7=-2385,7-8=-2191,8-9=-1608, ' 9-10=-614, 10-11=-2 BOT CHORD 12-13=705, 13-14=1659, 14-15=2323, 15-16=2323, 16-17=2323, 17-18=2384, 18-19=1986,19-20=1210,20-21=1210,21-22=614 WEBS 5-15=113,6-16=-122, 10-21=537,2-12=-936,2-13=681,4-13=-646,4-14=407,5-14=-485,9-21=-793,9-19=553,8-19=-526,8-18=285, 7-18=-269,7-17=1,6-17=99, 10-22=-866 ' NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. 4)All plates are M20 plates unless otherwise indicated. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard I ' Job russ cuss I ype -EVANS RES-. 6599F F08 FLOOR 4 1 ,FIL 32056 MiTekIndustries,Inc.-WedDec age 14-0 11-0, 1 ' 2x4 11 3x4- 2x4 11 2x4- 3x4- 3x6 FP- 3x4- 3x4- 3x4- 3x4- 3x4- 3x4 11 3x4- 2x4- 7 8 9 10 11 12 24 25 ' 14 15 16 17 18 19 20 21 22 23 3x6- 3x4- 3x4- 2x411 2x4 11 3x4- 3x4- 3x6 FP- 3x4- 3x6- 3x6- 8-1-0 6-9-0 7-5-9 16-9-0' 19-12 19-5-0 6-9-0 0-8-0 8-8-0 0-1-12 2-6-4 0-8-0 Plate Onsets :e e, - : - - ,e e, : - - ,e e, - ,e e, : - - , - - - - - bj ' LOADING(psf) SPACING 1-4-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.25 Vert(LL) -0.14 17-18 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.63 Vert(TL) -0.19 17-18 >999 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.04 22 n/a ' BCDL 5.0 Code SBC/ANS195 (Matrix) 1st LC LL Min Well=360 Weight: 104 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end BOT CHORD 4 X 2 SYP No.2 verticals. t WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: 6-0-0 on center bracing:22-23. REACTIONS(Ib/size) 13=592/0-8-0,22=806/0-3-8 ' Max Grav 13=601(load case 2),22=806(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 13-24=-25, 1-24=-25,23-25=-36, 12-25=-36, 1-2=-1,2-3=-1069,3-4=-1069,4-5=-1706,5-6=-1975,6-7=-1957,7-8=-1640,8-9=-936, 9-10=175, 10-11=175, 11-12=-2 ' BOT CHORD 13-14=637, 14-15=1479, 15-16=1975, 16-17=1975, 17-18=1975, 18-19=1888, 19-20=1376,20-21=1376,21-22=480,22-23=-45 WEBS 5-16=58,6-17=-55, 10-22=-72,2-13=-846,2-14=601,4-14=-570,4-15=316,5-15=-352,9-22=-874,9-21=634,8-21=-612,8-19=367, 7-19=-346,7-18=95,6-18=-29, 11-23=63, 11-22=-186 NOTES ' 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. 4)All plates are M20 plates unless otherwise indicated. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard it I I II ' -ilou russruns ype y 6599F F09 FLOOR 2 1 ' ITY, - - s FebMiTek nus ries, Inc. Wed Dec age 113 11-4-I331-4-0 07" 0�8-8 2x4 11 3x4- 2x41 2x4- 3x4- 3x6 FP- 3x4- 3x4- 3x4- 3x4- 3x4- 3x6- 2x4- 1 2 3 4 5 6 7 8 9 10 11 ' 0 2 24 Y ' 13 14 15 16 17 18 19 20 ig 22 3x6- 3x4- 3x4- 2x4 11 2x4 11 3x4 - 3x4- 3x6 FP- 3x4- 3x6- 3x6- 8-1-0 17-10-0 6-9-0 _ 7-5-q 16-9-0 16-11 9-12 6-9-0 0-8-0 8-8-0 0-1-12 0-8-0 0-11-4 a e ffse s , :e ge, - - , 5T1= ,e ge, - - ,e ge, - e' gd e);[ : - - , - - - - LOADING SPACING 1-4-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.26 Vert(LL) -0.14 16-17 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.64 Vert(TL) -0.20 16-17 >999 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.04 21 n/a ' BCDL 5.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl=360 Weight:96 Ib - LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end BOT CHORD 4 X 2 SYP No.2 verticals. ' WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: 6-0-0 on center bracing:21-22. REACTIONS(Ib/size) 12=604/0-8-0,21=677/0-3-8 ' Max Grav12=605(load case 2),21=677(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 12-23=-25, 1-23=-25,22-24=-21, 11-24=-21, 1-2=-1,2-3=-1095,3-4=-1095,4-5=-1757,5-6=-2047,6-7=-2046,7-8=-1754,8-9=-1075, 9-10=13, 10-11=-1 ' BOT CHORD 12-13=651, 13-14=1516, 14-15=2047, 15-16=2047, 16-17=2047, 17-18=1991, 18-19=1502, 19-20=1502,20-21=631,21-22=-13 WEBS 5-15=70,6-16=-69, 10-21=-91,2-12=-865,2-13=618,4-13=-586,4-14=335,5-14=-379,9-21=-858,9-20=617,8-20=-594,8-18=350, 7-18=-330,7-17=76,6-17=-3, 10-22=23 NOTES 1)This truss has been checked for unbalanced loading conditions. ' 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. 1 4)All plates are M20 plates unless otherwise indicated. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. ' LOAD CASE(S) Standard 1 ' o - russ russ ype 6599F FGE01 FLOOR 1 1 I ' f; �. - s e i I ek Indus ries,,>nc a ec age 1-4-0 3- 0-3-0 �i1-6-0 ' 3x6- 3x4- 3x6 FP= 3x4= 4x6= 3x4= 3x6 FP= 3x4=5x6- 5x6- 3x4= 3x6= 3x4= 3x4= 3x4= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 48 i 4 21616 3x6- 3x4- 3x4- 3x4= 3x4- 3x4- 5x6= 3x4= 5x6= 3x4- 3x4- 3x4= 3x4= 3x6= ' 3x4 I I 3x4 II 3x6 FP= 3x4 II 3x4 II 3x6- 3x4- 3x6 FP- 2x6 i i P2x611 17-1-0 � 15-9-0 15-0 32-10-0 15-9-0 0-8-0-i 15-9-0 ' 0-8-0 a e se se ge, - - e ge, : - e ge, - - :0=0=T , - - - fie]-[40 0=0=10-0-0, - - - - - , [48:0-1-0,0-1-8],[49:0-1-0,0-1-4],[50:0-1-4,0-0-14],[52:0-0-4,0-0-6],[54:0-0-0,0-0-6],[57:0-1-0,0-1-8],[64:0-1-4,0-1-1],[67:0-1-8,0-0-12], ' [68:0-1-0,0-1-11],[70:0-0-8,0-1-10] LOADING(psf) SPACING 1-4-0 CSI DEFL (in) (loc) I/deft T PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.19 Vert(LL) n/a - n/a M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.04 Vert(TL) -0.0045-46 >999 ' BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 46 n/a BCDL 5.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl=360 Weight: 199 Ib LUMBER BRACING -0-0 on center urlin spacing, except end TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6 p ' BOT CHORD 4 X 2 SYP No.2 verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. OTHERS 4 X 2 SYP No.3 REACTIONS(Ib/size) 19=94/16-5-0,46=81/16-5-0,29=8/16-5-0,33=62/16-5-0,34=150/16-5-0,21=171/16-5-0,23=178/16-5-0,25=124/16-5-0, ' 26=114/16-5-0,28=128/16-5-0,30=162/16-5-0,32=111/16-5-0,45=194/16-5-0,43=185/16-5-0,41=121/16-5-0,39=116/16-5-0, 38=125/16-5-0,36=192/16-5-0 Max Horz 19=78(load case 2),33=12(load case 4),21=10(load case 2),23=-2(load case 1),25=-52(load case 1),28=53(load case 2), 30=-25(load case 1),32=-76(load case 4) Max Grav19=94(load case 2),46=81(load case 3),29=8(load case 1),33=62(load case 1),34=154(load case 3),21=171(load case 2), 23=178(load case 2),25=124(load case 2),26=114(load case 4),28=129(load case 2),30=165(load case 4),32=112(load case 2), ' 45=194(load case 4),43=185(load case 3),41=121(load case 1),39=117(load case 4),38=125(load case 3),36=194(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 19-47=-23, 1-47=-23,46-48=-23, 18-48=-23,1-2=-1,2-3=1,3-4=1,4-5=1,5-6=2,6-7=2,7-8=7, ' 8-9=20,9-10=10, 10-11=10, 11-12=41, 12-13=41, 13-14=32, 14-15=34, 15-16=41, 16-17=36, 17-18=-1 BOT CHORD 19-20=0,20-21=0,21-22=0,22-23=0,23-24=0,24-25=0,25-26=0,26-27=0,27-28=0,28-29=0, 29-30=0,30-31=0,31-32=0,32-33=0,33-34=-10,34-35=54,35-36=54,36-37=54,37-38=54, 38-39=5,39-40=-0,40-41=-0,41-42=49,42-43=49,43-44=50,44-45=50,45-46=59 ' WEBS 9-33=-52, 10-34=-90,2-19=-102,2-21=-110,3-21=-124,3-23=-123,4-23=-120,4-25=-121, 5-25=-47,5-26=-106,5-28=-49,7-28=-122,7-30=-128,8-30=-92,8-32=-111,9-32=-39, 17-46=-77, 17-45=-133, 16-45=-120, 16-43=-126, 15-43=-125, 15-41=-115, 14-41=-45, 14-39=-106, 14-38=-50, 13-38=-119, 13-36=-131, 11-36=-132, 11-34=-81 ' NOTES ' 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)All plates are M20 plates unless otherwise indicated. ' 4)All plates are 2x4 M20 unless otherwise indicated. 5)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 6)Gable studs spaced at 1-4-0 on center. 17)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2 Ib uplift at joint 40. 8)This truss has been designed with ANSI/TPI 1-1995 criteria. ' LOAD CASE(S) Standard I'� ' o russ muss ype 6599F FGE03 FLOOR 1 1 i ' s e i e nus nes, nc. a ec age 0-11-0 1' 3-01 174-81'� 1448 1-5-_8 fI ' 2x4 11 2x4 II 3x6 FP- 2x411 2x4 II 2x4 II 2x4- 3x6 FP- 3x6- 3x6- 3x6- 2x4- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 ' 3 39 20 21 22 23 24 25 26 27 F29 30 31 32 33 34 2x41, 36 ' 3x6= 2x411 2x4 II 3x6 FP- 3x6- 2x4 II 3x6 FP- 3x6- 2x4 II 3x6- 2x4 11 2x4 11 2x411 8-1-0 6-9-0 7,-5-,0 16-9-0 28-6-0 32-10-0 ' 6-9-0 0-8-0 8-8-0 11-9-0 4-4-0 0-8-0 _ 0 _- e ge, - :00- g - - [40-1-0;0-1-8 male se s :e�e - 1 LOADING(psf) SPACING 1-4-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.52 Vert(LL) -0.09 22 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.42 Vert(TL) -0.12 22 >999 BCLL 0.0 Rep Stress Incr YES I WB 0.31 Horz(TL) 0.02 28 n/a BCDL 5.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl=360 Weight: 179 Ib LUMBER J BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end BOT CHORD 4 X 2 SYP No.2 verticals. ' 1 WEBS 4 X 2 SYP No.3 - BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. OTHERS 4 X 2 SYP No.3 REACTIONS(Ib/size) 19=497/0-8-0,37=71/0 28-1274/0-3-8,35=539/0-8-0 Max Uplift37=-101(load case 5) Max Grav19=512(load case 4),37=191(load case 4),28=1278(load case 2),35=724(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 19-38=-27, 1-38=-27,37-39=-15, 18-39=-15, 1-2=-1,2-3=-864,3-4=-1304,4-5=-1408,5-6=-1258,6-7=-1258,7-8=-740,8-9=161,9-10=1455, 10-11=893, 11-12=125, 12-13=125, 13-14=-210, 14-15=-161, 15-16=243, 16-17=68, 17-18=-1 BOT CHORD 19-20=527,20-21=1184,21-22=1408,22-23=1408,23-24=1408,24-25=1078,25-26=381,26-27=381,27-28=-718,28-29=-1455,29-30=-405,1 ' 30-31=-405,31-32=126,32-33=126,33-34=276,34-35=28,35-36=-243,36-37=55 WEBS 4-22=-32, 5-23=54,10-28=-602,16-35=-285,2-19=-699,2-20=469,3-20=-444,3-21=167,4-21=-135,9-28=-981,9-27=774,8-27=-755, 8-25=499,7-25=-471,7-24=250,5-24=-238, 15-35=-361, 15-34=184, 14-34=-161, 14-33=-92, 13-33=116, 13-31=-350,11-31=379, 11-30=8, 11-29=-664, 10-29=721, 17-37=-72, 17-36=-172, 16-36=220 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. ' 4)All plates are M20 plates unless otherwise indicated. 5)All plates are 3x4 M20 unless otherwise indicated. 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 1-4-0 on center. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 101 Ib uplift at joint 37. ' 9)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 1 ' o russ russ ype Qty y - 6599E FGE04 FLOOR 1 1 ' R - s Feb 18 1 i e nus ries,Inca a ec age 1-3-0 1-4-8 1-4-0 1-4-8 2x4 2x411 2x4 3x4 2x411 2x4 11 4x6- 3x4- 3x4= 2x411 3x4= 2x411 4x6= 2x4-1 2 3 4 5 6 7 8 ' 1 1 18 V2x4jI 10 2x411 11 12 13 14 2x411 15 2x411 3x6- 3x4- 3x4- 2x411 2x411 3x4= 3x4- 3x6- 3x411 4x611 2x411 3x4 I I ' 6-9-0 17-5-0,8-1-0 14-10-0 6-9-0 0-8-0'0-8-0' 6-9-0 ' ae 9e1,[13:00- .e ge. - - , - - , - [21:0-1-4,0-0-14], 28:0-1-001-4],[29:0-0-4,0-0-6] LOADING(psSPACING , 1-4-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.22 Vert(LL) -0.08 12 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.40 Vert(TL) -0.11 12-13 >999 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.03 16 n/a BCDL 5.0 Code SBC/ANS195 (Matrix) 1st LC LL Min I/deft=360 Weight:89 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP II TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end ' BOT CHORD 4 X 2 SYP No.2 verticals. WEBS 4 X 2 SYP II BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. OTHERS 4 X 2 SYP II REACTIONS(Ib/size) 9=531/0-8-0,16=531/0-8-0 ' FORCES(lb)-First Load Case Only TOP CHORD 9-17=-26,1-17=-26,16-18=-26,8-18=-26, 1-2=-1,2-3=-937,3-4=-1447,4-5=-1613,5-6=-1447,6-7=-937,7-8=-1 BOT CHORD 9-10=566, 10-11=1289,11-12=1613,12-13=1613, 13-14=1613, 14-15=1289,15-16=566 WEBS 4-12=8,5-13=8,2-9=-752,2-10=516,3-10=-489,3-11=220,4-11=-217,7-16=-752,7-15=516,6-15=-489,6-14=220,5-14=-217 ' NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)All plates are M20 plates unless otherwise indicated. ' 4)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 5)Gable studs spaced at 1-4-0 on center. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard li 1 II ToTruss russ I ype yHit,M1 - i 6599SF F01 FLOOR 10 1 - s e M!Tek n us nes, ne. a ec age 0-6-0 J-07„1-4-011-6-0, t2x4 11 3x6- 3x6 FP- 2x4 II 2x4- 3x6 FP- 4x6- 2x411 3x6- 2x4- ' 1 2 3 4 5 6 7 8 9 1011 12 13 14 15 16 17 18 3 39 ' 20 21 22 23 24 25 26 2728 29 30 31 3233 34 35 36 3x6- 2x4 11 3x6 FP - 2x4 11 2x4 11 3x6- 2x4 SP- 4x6-- 3x6 FP- 2x4 SP- 17-1-0 ' 15-9-0 _ 16- i 32-10-0 15-9-0 0-8-0 15-9-0 0-8-0 -FTet :- eager-1-8L[ : e ge, - - .e 9e, - e 9e,[29:0-1-� e, ae ses 9 - - - - - , - - r- LOADING(psf) SPACING 0-10-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.51 Vert(LL) -1.07 28-29 >367 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.91 Vert(TL) -1.47 28-29 >267 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.16 37 n/a ' BCDL 5.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/deft=360 Weight: 170 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 5-7-6 on center purlin spacing, except end BOT CHORD 4 X 2 SYP No.1 D"Except' verticals. ' 32-37 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 4 X 2 SYP No.3 REACTIONS(Ib/size) 19=74410-5-8,37=744/0-5-8 FORCES(lb)-First Load Case Only TOP CHORD 19-38=-16, 1-38=-16,37-39=-16, 18-39=-16, 1-2=-1,2-3=-1477,3-4=-2652,4-5=-3587,5-6=-3587,6-7=-4318,7-8=-4770,8-9=-4983, 9-10=-5011, 10-11=-5011, 11-12=-5011, 12-13=-4771, 13-14=-4317,14-15=-3588, 15-16=-2652, 16-17=-1477, 17-18=-1 BOT CHORD 19-20=823,20-21=2120,21-22=3174,22-23=4013,23-24=4013,24-25=4600,25-26=4600,26-27=4929,27-28=5011,28-29=5011, 29-30=4929,30-31=4600,31-32=4013,32-33=4013,33-34=4013,34-35=3174,35-36=2120,36-37=823 WEBS 9-28=2, 10-29=-54,2-19=-1094,2-20=911,3-20=-894,3-21=740,4-21=-725,4-22=575,6-22=-578,6-23=4,6-24=414,7-24=-392,7-26=237, ' 8-26=-221,8-27=85,9-27=-65, 17-37=-1094, 17-36=911, 16-36=-894, 16-35=740, 15-35=-726, 15-34=575, 14-34=-578, 14-33=4, 14-31=414, 13-31=-393, 13-30=238, 12-30=-220, 12-29=104 NOTES 1)This truss has been checked for unbalanced loading conditions. ' 2)Required 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)All plates are M20 plates unless otherwise indicated. 4)All plates are 3x4 M20 unless otherwise indicated. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 11 i I Job russ russ I ype HIP MITCHELL- . 6599SF F02 FLOOR 6 1 ' s Feb 16 11199 Mi I eK Industries,Inc. Wed ec age ' 2x411 3x4= 2x411 2x4- 3x4- 3x6 FP= 3x4= 3x4- 3x4= 3x4_ 3x4= 3x4= 2x4- ' 1 1 2 3 4 5 6 7 8 9 10 11 2 24 ' 13 14 15 16 17 18 19 20 21 3x6- 3x4= 3x4= 2x411 2x411 3x4- 3x4= 3x6 FP= 3x4= 3x6- 3x4- 1 8-1-0 6-9-0 7-5- 19-2-0 ' 6-9-0 6-8-0 11-1-0 0-8-0 Plate 111tsets(A,Y): I:edge,U-1-11,,[5:U-1-1l,ed,e,,,15: - - ,e ge, - - ,e - LOADING(psf) SPACING 1-4-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.39 i Vert(LL) -0.24 16-17 >940 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.96 Vert(TL) -0.33 16-17 >683 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.06 22 n/a BCDL 5.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl=360 Weight: 100 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end BOT CHORD 4 X 2 SYP No.2 verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. I REACTIONS(Ib/size) 12=689/0-5-8,22=689/0-2-0 FORCES(lb)-First Load Case Only TOP CHORD 12-23=-24, 1-23=-24,22-24=-25, 11-24=-25, 1-2= 1,2-3=-1280,3-4=-1280,4-5=-2120,5-6=-2557,6-7=-2670,7-8=-2591,8-9=-2125, 9-10=-1279, 10-11=-1 BOT CHORD 12-13=751, 13-14=1783, 14-15=2557, 15-16=2557,16-17=2557, 17-18=2730, 18-19=2441, 19-20=1792,20-21=1792,21-22=748 WEBS 5-15=147,6-16--188,2-12--998,2-13=737,4-13--700,4-14=468,5-14--571, 10-22--994, 10-21=739,9-21=-713,9-19=464,8-19=-440, 8-18=209,7-18=-192,7-17=-83,6-17=211 ' NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)All plates are M20 plates unless otherwise indicated. ' 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)22. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard ISI Job russ ?Truss yep Y Y - 6599SF F03 FLOOR 4 1 ' - s e i e nus nes, nc. a ec age �1-3-0 1-4-8 1-4-0 1-4-8 ' 2x4 11 2x411 2x4— 3x4— 3x4- 3x4— 3x4— 3x4— 3x4— 2x4— 1 18 PS 10 11 12 13 14 15 3x6- 3x4= 3x4 2x4 i1 2x411 3x4— 3x4— 3x6- 6-9-0 �7-5-0�8-1-0�_ 14-10-0 6-9-0 0-8-00-8-0 6-9-0 -PtaRFOffs eTs 1= ,ee - ,e ge- Tgecg�ej; - e,g ' LOADING(psf) SPACING 1-4-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.22 Vert(LL) -0.08 12 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.40 Vert(TL) -0.11 12-13 >999 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.03 16 n/a ' BCDL 5.0 Code SBC/ANS195 (Matrix) 1st LC LL Min I/defl=360 Weight:78 Ib — LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end BOT CHORD 4 X 2 SYP No.2 verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. ' REACTIONS(Ib/size) 9=531/0-5-8, 16=531/0-5-8 FORCES(lb)-First Load Case Only TOP CHORD 9-17=-26, 1-17=-26, 16-18=-26,8-18=-26, 1-2=-1,2-3=-937,3-4=-1447,4-5=-1613,5-6=-1447,6-7=-937,7-8=-1 BOT CHORD 9-10=566,10-11=1289, 11-12=1613, 12-13=1613, 13-14=1613,14-15=1289, 15-16=566 WEBS 4-12=8,5-13=8,2-9=-752,2-10=516,3-10=-489,3-11=220,4-11=-217,7-16=-752,7-15=516,6-15=-489,6-14=220,5-14=-217 NOTES 1)This truss has been checked for unbalanced loading conditions. ' 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)All plates are M20 plates unless otherwise indicated. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard o russ russ ype y�P y :nc!. !eec 6599SF F04 FLOOR 1 1 , --3205 s e 8�9 i e n7nes, age 1-3-0 1-4-8 1-4-0 0-8-8, ' 2x4 I1 2x411 2x4- 3x4- 3x4- 3x4= 2x4 11 3x4- 3x4- 3x4- 2x4- 1 2 3 4 5 6 7 8 9 ' 1 19 Y 11 12 13 14 15 16 3x6- 3x4- 3x4- 2x411 3x4- 3x4= 3x4- 3x6- ' - 6-9-0 7-5-0i8-1-0i 15-5-0 6-9-0 0-8-00-8-0 7-4-0 �-pfa e se s Z,YFIT-ec�ge,-G r8], e ge, =8,ert-g--j j 3 0-0-8,e 9e�V. fie ge, ' LOADING(psf) SPACING 1-4-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 1 TC 0.22 Vert(LL) -0.09 14 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.00 1 BC 0.42 Vert(TL) -0.13 14 >999 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.03 17 n/a ' BCDL 5.0 Code SBC/ANS195 (Matrix) 1 1st LC LL Min I/defl=360 Weight:81 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end BOT CHORD 4 X 2 SYP No.2 verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. ' REACTIONS(Ib/size) 10=552/0-5-8, 17=552/0-7-12 FORCES(lb)-First Load Case Only TOP CHORD 10-18=-26, 1-18=-26, 17-19=-25,9-19=-25, 1-2=-1,2-3=-983,3-4=-1539,4-5=-1733,5-6=-1733,6-7=-1541,7-8=-982,8-9=-1 BOT CHORD 10-11=591, 11-12=1356, 12-13=1733, 13-14=1733, 14-15=1715, 15-16=1353, 16-17=592 WEBS 4-13=6,5-14=-16,2-10=-785,2-11=546,3-11=-518,3-12=255,4-12=-254,8-17=-786,8-16=543,7-16=-516,7-15=262,6-15=-241,6-14=34 NOTES 1)This truss has been checked for unbalanced loading conditions. ' 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)All plates are M20 plates unless otherwise indicated. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard i L I l� - russ russ ype _ Y Y ' 6599SF F05 FLOOR 1 1 uut)b s e i e nus nes, nc. a ec age 11 3-0 I 1-4-8� 1-4-0 I'r0-9-8 I 2x4 11 3x4- 2x4ii 2x4- 3x4- 3x6 FP- 3x4- 3x4- 3x4- 3x4- 3x4- 2x4- 1 2 3 4 5 6 7 8 9 10 21 22 Y 12 13 14 15 16 17 18 19 3x6_- 3x4= 3x4- 2x411 2x4 11 3x4= 3x4= 3x6 FP- 3x4= 3x6- ' -6-9-0 7-5-08-1-0 16-9-0 6-9-0 0-8-00-8-0 8-8-0 Mate se s :e gem=1=8]J5J 1-8,ege, : - e ge, - - - ' LOADING(psf) SPACING 1-4-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.25 Vert(LL) -0.14 15 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.63 Vert(TL) -0.19 15-16 >999 BCLL 0.0 Rep Stress Iner YES WB 0.25 Horz(TL) 0.04 20 n/a ' BCDL 5.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl=360 Weight:88 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end BOT CHORD 4 X 2 SYP No.2 verticals. ' WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. REACTIONS(Ib/size) 11=601/0-5-8,20=601/0-7-12 FORCES(lb)-First Load Case Only TOP CHORD 11-21=-25, 1-21=-25,20-22=-25, 10-22=-25, 1-2=-1,2-3=-1089,3-4=-1089,4-5=-1745,5-6=-2029,6-7=-2031,7-8=-1751,8-9=-1088,9-10=-1 BOT CHORD 11-12=648, 12-13=1508, 13-14=2029, 14-15=2029,15-16=2029,16-17=1980, 17-18=1507, 18-19=1507, 19-20=648 WEBS 5-14=65,6-15=-69,2-11=-861,2-12=614,4-12=-582,4-13=330,5-13=-371,9-20=-861,9-19=612,8-19=-584,8-17=339,7-17=-319,7-16=71,; 6-16=4 NOTES ' 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)All plates are M20 plates unless otherwise indicated. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. ' LOAD CASE(S) Standard o russ -uss yep �-Pry CHIP flIITCHECC�VANS REQ 16599SF F06 FLOOR 1�'1 INC-,UWE CITY,FL-32056 -44-3Zs Feb i e industries, nc. a ec a9e II 1-3-0 1-4-81��071 2x411 3x4- 2x411 2x4- 3x4- 3x6 FP= 3x4= 2x4 I! 3x4- 3x4- 3x4= 3x4= 2x4- 1 2 3 4 5 6 7 8 9 vs;ZS2! 10 11 t 2 23 ' 13 14 15 16 17 18 19 20 3x6- 3x4= 3x4- 2x4 11 3x4- 3x4= 3x4= 3x6 FP= 3x4- 3x6- 8-1-0 -6-9-0 �7-5-q 18-1-0 6-9-0 0-8-0 10-0-0 0-8-0 Plate se s , [1-.e-d-ge, - - - - ,e ge, - - ,e ge, 1 dgel,[22:0- - LOADING(psf) SPACING 1-4-0 T CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.34 Vert(LL) -0.20 16-17 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.73 Vert(TL) -0.27 16-17 >793 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.05 21 n/a BCDL 5.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl=360 Weight:94 Ib ' LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end BOT CHORD 4 X 2 SYP No.2 verticals. ' WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. REACTIONS(Ib/size) 12=650/0-5-8,21=65010-7-12 FORCES(lb)-First Load Case Only TOP CHORD 12-22=-24, 1-22=-24,21-23=-25, 11-23=-25, 1-2=-1,2-3=-1194,3-4=-1194,4-5=-1954,5-6=-2318,6-7=-2318,7-8=-2347,8-9=-1956, 9-10=-1194, 10-11=-1 BOT CHORD 12-13=705, 13-14=1659, 14-15=2318, 15-16=2318, 16-17=2417, 17-18=2237, 18-19=1663, 19-20=1663,20-21=703 WEBS 5-15=85,6-16=75,2-12=-936,2-13=681,4-13=-647,4-14=410,5-14=-475,10-21=-934,10-20=682,9-20=-653,9-18=407,8-18=-391, 8-17=152,7-17=-98,7-16=-163 ' NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)All plates are M20 plates unless otherwise indicated. ' 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard III i t ' - I' ' o russ - russ ype y y P-MtTCF{ECL VANS RES 6599SF F07 FLOOR 1 1 ' - se i e nus nes, nc. aDecage 1-3-0 �14-8 I 1-4-0- -1 ' 2x411 3x4= 2x411 2x4- 3x4- 3x6 FP- 3x4= 3x4= 3x4= 3x4= 3x4- 3x4- 2x4= 1 2 3 4 5 6 7 8 9 10 11 ' 2 - 24 ' 13 14 15 16 17 18 19 20 21 3x6= 3x4- 3x4= 2x411 2x411 3x4- 3x4= 3x6 FP- 3x4- 3x6= 3x4= 8-1-0 t 6-9-0 7-5 19-1-0 6-9-0 0-8-0 11-0-0 0-8-0 Pl ate Offsets , :e ge, - 8];[5'0=9- ,e ge, - - ,e gds;[15. 0 8,e�geT - - - - - - . - - LOADING(psf) SPACING 1-4-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.38 Vert(LL) -0.24 17 >957 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.95 Vert(TL) -0.32 17 >696 BCLL 0.0 Rep Stress Incr YES i WB 0.29 Horz(TL) 0.06 22 n/a BCDL 5.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl=360 Weight: 100 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 4 X 2 SYP No.2 v e ' WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. REACTIONS(Ib/size) 12=686/0-5-8,22=686/0-7-12 FORCES(lb)-First Load Case Only TOP CHORD 12-23=-24, 1-23=-24,22-24=-25, 11-24=-25, 1-2=-1,2-3=-1274,3-4=-1274,4-5=-2107,5-6=-2537,6-7=-2645,7-8=-2572,8-9=-2112, 9-10=-1273, 10-11=-1 BOT CHORD 12-13=747, 13-14=1774, 14-15=2537, 15-16=2537, 16-17=2537, 17-18=2706, 18-19=2426,19-20=1782,20-21=1782,21-22=744 WEBS 5-15=143,6-16=-196,2-12=-993,2-13=733,4-13=-696,4-14=463,5-14=-562, 10-22=-989, 10-21=735,9-21=-708,9-19=460,8-19=-436, 8-18=204,7-18=-186,7-17=-85,6-17=217 ' NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)All plates are M20 plates unless otherwise indicated. ' 4)This truss has been designed with ANSI/TPI 1-1995 criteria. I LOAD CASE(S) Standard 1 1 o russ- I russ I ype Uty Iy 6599SF FG1 FLOOR 1 i2 - s e i e n us nes,,Inc.We e-dD c 01 11: age 1-7-11 3-3-6 4-11-0 + 6-6-11 8-2-6 1-7-11 1-7-11 1-7-11 1-7-11 1-7-11 ' 2x4 II 3x4— 3x4- 3x4— 5 6 3x4— 2x4 II 1 2 3 4 ' 83x4— 13 93x4— 14 10 15 3x4— ' 4x6— 4x6- ' 2-0-9 4-1-3 6-1-12 8-2-6 2-0-9 2-0-9 2-0-9 2-0-10 L AADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP ' TCLL 40.0 Plates Increase 1.00 TC 0.19 Vert(LL) -0.05 9 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.67 Vert(TL) -0.06 9 >999 BOLL 0.0 Rep Stress Incr NO WB 0.37 Horz(TL) 0.02 11 n/a BCDL 5.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl=360 Weight:93 Ib ' LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 5-5-9 on center purlin spacing, except end BOT CHORD 2 X 6 SYP No.2 verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. REACTIONS(Ib/size) 7=2557/0-5-8, 11=2389/0-3-8 FORCES(lb)-First Load Case Only TOP CHORD 1-7=-103, 1-2=0,2-3=-3558,3-4=-4837,4-5=-3565,5-6=0,6-11=-103 BOT CHORD 7-12=2834,8-12=2834,8-13=4411,9-13=4411,9-14=4414, 10-14=4414, 10-15=2839, 11-15=2839 WEBS 2-7=-3367,2-8=1841,3-8=-1082,3-9=655,4-9=651,4-10=-1076,5-10=1845,5-11=-3373 NOTES 1)2-ply truss to be connected together with 10d Common(.148"x3")Nails as follows: Top chords connected with 1 row(s)at 0-9-0 on center. Bottom chords connected with 2 row(s)at 0-7-0 on center. Webs connected as follows:2 X 4-1 row(s)at 0-9-0 on center. 2)This truss has been checked for unbalanced loading conditions. 3)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 4)Provide adequate drainage to prevent water ponding. 5)All plates are M20 plates unless otherwise indicated. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert: 1-2=-100.0,2-3=-100.0,3-4=-100.0,4-5=-100.0,5-6=-100.0,7-12=-10.0,8-12=-10.0,8-13=-10.0, ' 9-13=-10.0,9-14=-10.0, 10-14=-10.0, 10-15=-10.0, 11-15=-10.0 Concentrated Loads(lb) Vert:8=-679 10=-679 12=-679 13=-679 14=-679 15=-679 I! I III I Job ?Tss russ ype y y - EVA 6599SF FGE01 FLOOR 1 1 I FL-3205 - =3 s2-Feb 18 1bi e nus nes, nc. a ec age �0--6-0 ' 1 - �� 1-6-0 ' 3x4- 3x6- 3x6 FP= 3x4- 4x6- 3x6 FP= 3x4- 3x4-4x6- 5x6- 3x4- 3x6= 3x4= 3x4- 3x4- 1 2 3 4 5 6 7 8 9 1011 12 13 14 15 16 17 18 3 39 IPN220 ' 21 22 23 2425 26 2728 29 30 3x4 11 313233 34 35 36 ' 3x6- 3x4- 3x4= 3x4= 3x6 FP= 3x4- 4x6 - 3x4- 5x6- 3x4- 3x4- 3x4= 3x4- 3x6- 3x4 3x4 II 3x4= 3x4 II 3x6 FP- 2x6 11 17-1-0 15-9-0 16-5-0 32-10-0 ' 15-9-0 0-8-0 15-9-0 0-8-0 Plate se s :e ge, -1 8] [9 0 T 8;e ge, - - ,e ge, :028:0=0=8;edge, - e ge, - - - - - - - ' [41:0-1-0,0-1-4 42:0-1-4],[ ,0-0-14],[45:0-0-4,0-0-6],[48:0-0-0,0-0-6],[52:0-1-0,0-1-8],[61:0-1-4,0-1-1],[66:0-1-8,0-0-12],[67:0-1-0 0-1-11],[70:0-0-8,0-1-10] _ LOADING(psf) SPACING 0-10-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.51 Vert(LL) -1.07 28-29 >367 M20 249/190 ' TCDL 10.0 Lumber Increase 1.00 BC 0.91 Vert(TL) -1.47 28-29 >267 BCLL 0.0 i Rep Stress Incr YES WB 0.37 i Horz(TL) 0.16 37 n/a BCDL 5.0 Code SBC/ANS195 (Matrix) 1st LC LL Min I/defl=360 Weight: 199 Ib LUMBER BRACING ' TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 5-7-6 on center purlin spacing, except end BOT CHORD 4 X 2 SYP No.1 D*Except* verticals. 32-37 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS(Ib/size) 19=744/0-5-8,37=744/0-5-8 FORCES(lb)-First Load Case Only TOP CHORD 19-38=-161 1-38=-16,37-39=-16, 18-39=-16, 1-2=-1,2-3=-1477,3-4=-2652,4-5=-3587,5-6=-3587,6-7=-4318,7-8=-4770,8-9=-4983, 9-10=-5011, 10-11=-5011, 11-12=-5011, 12-13=-4771, 13-14=-4317, 14-15=-3588, 15-16=-2652, 16-17=-1477, 17-18=-1 ' BOT CHORD 19-20=823,20-21=2120,21-22=3174,22-23=4013,23-24=4013,24-25=4600,25-26=4600,26-27=4929,27-28=5011,28-29=5011, 29-30=4929,30-31=4600,31-32=4013,32-33=4013,33-34=4013,34-35=3174,35-36=2120,36-37=823 WEBS 9-28=2, 10-29=-54,2-19=-1094,2-20=911,3-20=-894,3-21=740,4-21=-725,4-22=575,6-22=-578,6-23=4,6-24=414,7-24=-392,7-26=237, 8-26=-221,8-27=85,9-27=-65, 17-37=-1094, 17-36=911, 16-36=-894, 16-35=740, 15-35=-726, 15-34=575, 14-34=-578, 14-33=4, 14-31=414,1 ' NOTES 13-31=-393, 13-30=238, 12-30=-220, 12-29=104 1)This truss has been checked for unbalanced loading conditions. 2)Required 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)All plates are M20 plates unless otherwise indicated. 4)All plates are 2x4 M20 unless otherwise indicated. 5)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 6)Gable studs spaced at 1-4-0 on center. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. ' LOAD CASE(S) Standard i Lo cuss ru-T ss Type Y Y - I 6599SF FGE03 FLOOR 1E -SUWANNEE TRUSS GO.IN .,LAKE 1 s e Si e nus nes, nc. Wed etc age 1-3-0 1-4-8 1-4-0 1-4-8 ' 2X4 11 2X411 2x4- 3X4- 2x4 11 4x6-- 2x411 3x4- 3x6- 2x4 11 3x4= 2x4 11 4x6= 2x4= 1 2 3 4 5 6 7 8 1 18 II II ' 2x4 10 2x411 11 12 13 14 2x411 15 2x411 3x6- 3x4- 3x4= 2x411 3x6- 3x4= 3x4= 3x6= 3x4 11 4x611 2x411 3x4 11 ' 6-9-0 17-5-018-1-01 14-10-0 6-9-0 0-8-0'0-8-0' 6-9-0 ' male se s 'e ge, - - -' - e ge, - - e ge, - - '- - - - ,e ge, - - e ge, 17:0-1-0,U-1-6], 1 - - , - - [20:0-1-0,0-1-4],[21:0- -4,0-0-14],[25:0-0-12,0-0-0],[26:0-0-12, 0-0-0],[30:0-1-0,0-1-4],[31:0-0-4,0-0-6] LOADING(psf) SPACING 1-4-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.22 Vert(LL) -0.08 12 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.40 Vert(TL) -0.11 12-13 >999 ' BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.03 16 n/a BCDL 5.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl=360 Weight:91 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end BOT CHORD 4 X 2 SYP No.2 verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. OTHERS 4 X 2 SYP No.3 REACTIONS(Ib/size) 9=531/0-5-8, 16=531/0-5-8 FORCES(lb)-First Load Case Only TOP CHORD 9-17=-26, 1-17=-26, 16-18=-26,8-18=-26, 1-2=-1,2-3=-937,3-4=-1447,4-5=-1613,5-6=-1447,6-7=-937,7-8=-1 BOT CHORD 9-10=566, 10-11=1289, 11-12=1613, 12-13=1613, 13-14=1613, 14-15=1289, 15-16=566 WEBS 4-12=8,5-13=8,2-9=-752,2-10=516,3-10=-489,3-11=220,4-11=-217,7-16=-752,7-15=516,6-15=-489,6-14=220,5-14=-217 ' NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)All plates are M20 plates unless otherwise indicated. 4)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 5)Gable studs spaced at 1-4-0 on center. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard I I CITY OF ATLANTIC BEC Fixture Unic Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATtR DEMAND FOR EACR WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE' WATER SUPPLY CILk RGE IS HEREBY FIXED AT 7 EN Y DOLLARS PER FIXTURE UNIT CONNECTED TO THE CI% NATER SYSTEM. 3 BATHROOM GROUP CONSISTING OF ScRVIC' SINK TRAP STAND WATER CLOSET. LAVATORY 6 BATH (8) r TUB OR SHORTER STALL (6) 19 SiATZR CLCSc" WA=. CLOSIE, .AN7C OPERAlE'J (4) VALVE OPcRATED (3) 3A_=.J3/SHCuER. (2) URINAL WALL T (» SHCilE.R CROUP FER HEAD (3) FLOOR DRAIN (I) SHcwE3 STALL DCMES T I C (2) �_LAUNDRY =.Y (Z) �_LAVATOAY (:) i 'r' Cu:*3 Z:tA..GN S:VK AND :.4Y (�) wwSHZ`TC "ACdINE (3) J'' POT SCJI.LEtiY SI:Tip ( 1 I DLSi3L�ASi .R (2) 1- STASH SZVK =AC SET Or FAUCETS (2) K:�EN SI2tX (2) T� ENTAL LAVATORY 7 (i) r1Y S1MV1/ WIT$ tT DAS T.Z. MYTAL UNIT OR CUS?ZDOR (?) CRi?iDF3 (3) 31DE7 UR_TNAL, SIAL:., WASHOUT (4) FZUSHT:xc R,.'! s:-qx (s) COY.Bt:TAlT_ON SIVK AND TRAY WITH FOOD DISPOS. (4) URINAL, ?=ES-AL, SY?`?ON ;F7 3LOWGUT (2) DRINKING FOUNTnI.v (1/2) LAVATORY, 3AR3ER/3EAU—L f ICE YAKZR (I/2) SHOP (2) SURGEONS S:NK (3) LAVATORY, SURG-CONS (2) JACJC.:Z (2) b_L'RINAL STALL, WASHOUT (4) i' i TOTAL FIX:JRE UMTS 2�' S�� S20.00 E.aC;i S i JOB I24FOR2'ATZON wE2�I}r �/� /Iv/� P E QUOTE APPLICATION FOR WATER AND/OR SEWER TAP APPLICANT NAME MAILING ADDRESS 5 a PHONE NUMBER DATE lZ -LZ SERVICE REQUESTED�Gc.�i� SERVICE LOCATION DATE SET TO PUBLIC WORKS 1 �a —� C/-- — DATE RETURNED TO BUILDING DEPARTMENT 1 9 PUBLIC WORKS DEPARTMENT l PRICE QUOTE RESPONSE WATER- SEWER- OTHER.-- PRICE ATER:SEWER:OTHER: PRICE QUOTE PREPARED BY: Signature - Title DATE NOTIFIED OWNER PREPARED lYz RECORD AND RETURN T0: ASSOCIATED LAND TITLE GROUP, INC. ANDExq�ECOPY OFTHE ORJGINAL RTIFY THAT THIS UE 8700 PHILLIPS HIGHWAY SUITE 108 JO ANN INS JACKSONVILLE,FLORIDA 32258 185 -qq - 14jj NOTICE OF COMMENCEMENT Pcrmil No. Tax Folio Na Parcel No. 170398-0000 SFAIL OF FLORIDA COUNTY OF Diurnl 11 IL UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Stalules, the following information is provided in this Notice a Commencement. 1. Description of Property (Legal DoscripGon): .o i ght-� (�) S T.TATR, S TTON NO, 3. according to platrecorded in Plat Boob pa _ 10. page -16.' of the current public records of Duval aunty. Florida. Shoot Address: Sherry Drive, Atlantic Beach, FL 32233 2. Gcneral description ct improvement:- fee simple r"• 3. Owner Information a. Name and address: Steve J. Cail and Marsha F. Cail 652 Sherry Drive Atlantic Beach, Fl h Interest in property: owner 32233 c. Name and address of too simple titleholder (it other than Owner): 4. Contractor (name and address): Steve J. Cail 652 Sherry Drive Atlantic Beach, FL 32233 5. Surely: a. Name and Address b Amount of bond: G. Lendor(Name and Address):_ Tucker Federal Bank d/b/a Fai rf i al d Mortgage PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: G -7 d S 11 i:-R ft y 'D a— rt , IT M OWNER: C A [ (-- [� 1. Determine Occupancy Classification of the structure. Select occupancy classification which most accurately fits the use of the Building. (Chapter 133) 2. Determine actual physical properties of building. [�] a. Determine building area each floor. (Area definition Chapter 132) [� b. Determine grade elevation for building. (Grade definition Chapter 62) [V] C. Determine building height in feet above grade. (Height definition Chapter 62) [,i]' d. Determine building height in stories. (Story definition Chapter 62) Ivere. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter 62) [,/r f. Determine percent of exterior openings per floor. 3. Determine minimum Type of Construction necessary to accommodate proposed structure. (Chapter B6) [ a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table B500) [✓] b. Check allowable height and area increases permitted. (Chapter 135) [ 4. Check detailed Occupancy requirements. (Chapter 134) [�} 5. Check detailed Construction requirements [yr a. Fire Protection of Structural Members (Chapter B6 &Table 6600) [r} b. Fire Protection Requirements (Chapter B7 and Table 8700) C. Means of Egress Requirements (Chapter B10) [ d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) [✓r 6. Review design as related to standards. (Chapters B16-B26) 7. Check other requirements as necessary. a. Construction projecting into public property(chapter B32) [� b. Elevators and conveying systems (Chapter B30) C. Sprinklers, standpipes and alarm systems (Chapter 69) [✓� d. Use of combustible materials on the interior(Chapter B8) [� e. Roofs and roof structures (Chapter B15) [� f. Light,ventilation and sanitation (Chapter B12) [ ] g. Other Z - 2 Z `7 % CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date Don C. Ford, Building Official don/sb.1 MAP SHOWING SPECIFIC PURPOSE SURVEY OF LOT 8, SALTAIR, AS RECORDED IN PLAT BOOK 10, PAGE 16 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERT7FlED FOR: STEVE CALL L 0 T 87 I L 0 T 88 I L 0 T 89 I L 0 T 90 FOUND 1/2" I.P. ( — (NOO CAP) _ 2.44' maple FOUND 1/2" I.P. ,Q� t 50.00' (NO CAP) •15" Bay J• { 49 22 Elm iJ"•Sable 1020 Y" Bo 15" Oak 0 Maple 0 Q) ii ! Q Q I} .F 15"So e• Q Q:) 14' Sable Palm • Palm T % L 0 T 89 ? � v Q A - V �,- }, 9" misc. 1 a q 16' Sob le,Palm, gree <4' a Palm •a - zO �,QZL. CONC. ._Ba DRPVEPAY A 19' Bay 9 • 10 Elm Cl" • ' _ 50.10' (MEAS • 0.2 50.00 ) _ _ — — FOUND 1/2'I.P. o °� 12 Sable Palm • 15" able Palm FOUND 1/2' I.(NO CAP) �• 15" Cabbage• r (NO CAP) !•• p' Palm Gi,njG . 14P Iron j S H E R R Y DR / VE (60' R/GH T OF WA Y) GENERAL NOTES f. NO TITLE LWfNILW 11 ABSTRACT OF MATTERS AFFECTING TITLE OR BOUNDARY TO THE SUB•.ECT PROPERTY HA BEEN PROVIDED. IT IS POSSIBLE THERE ARE DEEDS t A W' OF RECORD UNRECORDED DEEDS EASEMENTS OR OTHER INSTRUMEN7S WHICH COULD Q� � AFFECT TH!`BOUNDARIES 2. NOTICE OF UABIUTY' THIS SURVEY IS CERTIFIED TO THOS£INDIVIDUALS SHOW 01 C� THE FACE THEREOF. ANY OTHER US BENMT OR RELIANCE BY ANY OTHER PARTY IS �l CERTI ED ATRICTLY SND I HEREBYNDISCLAIMS ANY 0 ER U BKITY AIs SND HEREBBLEY REST TS THOSE ' THE RIGHTS OF ANY OTHER INDIVIDUAL OR F1RM TO USE THIS SURVEY, WITHOUT EXPRESS -• WRITTEN CONSENT OF SURVEYOR. I J. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VAUD WITHOUT THE 4{ SIGNATURE AND THE ORIGINAL RAISED SEAL. V 4. THIS MAP DOES NOT REPRESENT A f7ELD BOUNDARY SURVEY. CHARLES BASSETT & ASSOC . , INC . SURVEYORS — ENGINEERS — LAND PLANNERS . 200 CENTURY 21 DRIVE — JACKSONVILLE, FLORIDA — 32216 — PHONE (904) 724-9433 I HEREBY CERTIFY THAT TIES SPE01170 PURPOSE _ SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION, MEETS THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 81G17-8, FIA. ADMMSTRATIVE CODE (PURSUANT TO SECTION 472.027, FLORIDA STATUTES), • SURVEYED AU6UST 29 6rARLES R. BASSETT. REGISTERED LAND SURVEYOR FIA. NO. 1576 BEARING DATUM BASED ON NOT,4.ocvv8ze — pbsop pisuawiv- Run No FIELD BOOK NO.: 740 PACE: 29 LEGAL: - N1�1 - -- ORDER NO,; c�11 r—r?�1sr. MAP SHOWING SPECIFIC PURPOSE SURVEY OF LOT 8, SALTAIR, AS RECORDED IN PLAT BOOK 10, PAGE 16 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED FOR: STEVE CAi?L L 0 T 87 I L 0 T 88 I L 0 T 89 L C T 90 FOUND 1/2' I.P. — (NO CAP) Maple FOUND 1/2" I.P. �--2.44' 50.00' (NO CAP) 1B"B4) 10, RSB 0 15" Bay J- 4.7' 22 Elm - 13'•Sable 61N6,LE I Z�-Zii �� i pG++GsLLI�G 7" Skye , \ w 20�Bay 15" Oaks " MCple O �,CO 15 Q 14{dable Palm • Pa m e y L 0 T 79 L 0 T 81 A • �(� �� 9" MISC. 16" Soble Polm,0 Twee A !4-`1 54We Palm 4.4 Zo l 62 L— CONC. Bp DRYVEkAY A h $0 18" Boy• • 10 Elm [0.2 50.00' 50.10' (MEAS) _ _ — — FOUND 1/2" 1.p, G °f 12 Sable Palm • 15" able Palm FOUND 1/2" LP. (NO CAP) 1.3J' 15" Cabbage• r (NO CAP) •�• A Palm G�n1O • ,c}p/LOA,] • S H E R R Y DR / V� '�cN (60' RIGHT OF WA Y) P pNN�N1.�Z GENERAL NOTES P 4F P le 1. NO TITLE OPINION OR ABS)RACT OF MATTERS AF7�'CTING 71TLE OR BOUNDARY TO THE SUB..ECT PROPERTY HA BEEN PRONGED. IT IS POSSIBLE THERE ARE DEEDS OF RECORD UNRECORDED DEEDS EASEMENTS OR 07-HER INSTRUMENTS WMCH COULD O�V AFFECT 7Ht BOUNDARIES 2. H077CE OF UAMUTY` THIS SURVEY IS CERTIFIED Til THOSE INDIVIDUALS SHOWN ON THE FACE THEREOF ANY OTHER V%yfNEFiT OR REUANCE BY ANY OTHER PARTY IS 57MCTLY PROHIBITED AND R£STRIC SVITA'YOR IS RESPONSIBLE ONLY TO THOS£ CERTMED AND HEREBY DISIXAIMS ANY OTHER LIABILITY AND HEREBY RESTRICTS THE RIGHTS OF ANY OTHER INDIVIDUAL OR FIRM m USE THIS SURVEY, WITHOUT EXPRESS T' WRITTEN CONSENT OF SURVEYOR. I SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL 4. THIS MAP DOES NOT REPRESENT A nELD BOUNDARY SURVEY. CHARLES BASSETT & ASSOC . , INC . SURVEYORS — ENGINEERS — LAND PLANNERS . 200 CENTURY 21 DRIVE — JACKSONVILLE, FLORIDA — 32216 — PHONE (904) 724-9433 I HEREBY CERTIFY THAT THIS SPE0/17C PURPOSE _ SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION, MEETS THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 81G17-8, FIA. ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027, FLORIDA STATUTES), AUGUST 26 gg S R. BASS=. REGISTERED LAND SURVEYOR FIA. NO. 1570 SURVEYED 19 BEARING DATUM BASED ON NOT.,atovnABLE — phoop "w0a;" FROM am P%90� W64%,digi PAIPR lloppi gall!FAIN*-pow FRI NO FIELD BOOK NO.: 740 PAGE: 29 I.EGAL: ORDER NO,; rnunn•rmn rn m• s�i r nnr+r. a, ni e. inav ,in From:Dane Boggs To:atlantic beach Date:12/30/99 Time:13:38:28 Page 1 of 1 F..UL •rrrri a 0 r, c — EXIST t�LL T. STUDS • 16" n.G. �. LAUNDRY B S 41—V" 'n 15 4l o O 5'-2" 6-O" 4'-2" -' 20 �-XD A VE s SW-1 Z SW-1 020 FXD 5W-1 m 2 STUOS o �RgK Ar Aw RNCHRANSOM 304 OATH 2 TILe d V7 N T 30" IWALL l TILE TO pi L(db)FT ADOVE W/ CeILING 04tOPPCD OILING N ► f �, I LIME Or anopfal 0 0 I gl' ake�,�ve� C4 i I �BRM ( � , � I i f N 3/4" ``� J � 1 11 1 It u` co �11 `k e�oJ� 1 tt DROPPED LOFT �CEIVe LIN PCKT TILL 241 p CLO$�T PC iN 'D cA PC ` ------ -- iO m o --�eo�-a-sH�r�__aa TILL TO SW-i SW-1 OILING A 1414 FXD STORAGE \ A60VE POOLaD _ f AT STORAG OOM PR 30 R c✓�- 9W- 4 12 199 17: 02 9043480906 SCOTT AIR PAGE 01 RIGM-J LOAD AND EQUIPMENT SUMMARY 12-17-99 Filename: MITC2360.RSR Zone: Fntire House For: GAIL FAMILY LOT 80 SALTAIR Phone: Fax: 13y; Phone: Fav- Job 9: 2360 SQ.FT. Wthr: Jacksonville AP FL Notes: WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outaidc db: 32 OF Outside db: 94 OF Inside db; 70 OF Inside db: 75 'F Design TD: 38 OF Design TD: 19 OF Daily age M Rel.Hum. : 50 % Grains Water 49 gr HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZING Bldg,Heat Toss 510 3 6 Btuh Structme 54466 Btuh Ventilation Air 0 CFM Ventilation 0 Btuh Vent Air Loss 0 Btuh Design Temp.Swing 3.0 OF Design Heat Load 51036 Btuh Use Mfg.Data n RatelSwing Mult. 0.9 9 INF'II,TRATION Total Sena Equip Load 53922 Btuh Method Simplified LATENT COOLING EQUIP LOAD SIZING Construction Quality Average Fireplaces 0 Internal Gains 1380 Btuh Vcntilation 0 Btuh HEATING COOLING Infiltration 6481 Btuh Arra(sq.ft,) 2360 2360 Tot Latent Equip Toad 7861 Btuh Volume(cu-ft-) 29120 29120 Air Changes/Hour 0.7 0.4 Total Equip Load 61783 Bich Equivalent CFM 340 19 5 HEATING EQUIPMENT SAY COOLING EQUIPMENT SUMMARY Make n/a Make n/a Trade u/a Trade n/a n/a n/a n/a Et$cienoy ri/a Efficiency n/a Heating Input 0 Btuh Sensible Cooling 0 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 OF Total Cooling 0 Btuh Actual Heating Fan 2 913 CFM Actual Cooling Fan 2 913 CFM Htg Air Plow Factor 0.057 CFM/Btub CIg Air Flow Factor 0.053 CFM/Btuh Space Thcratostat Load Sens Heat Ratio 87 MANUAL I; 7th Ed. Right-Suite: Ver 4.1.27 SN RSR20784 Printout certified by ACOA to meet all requirements of Manual Farm J