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1949 Sevilla Blvd W (vault) ADDRESS BUILDING PERMIT NUMBER INSPECTIONS : FOOTING UNDER SLAB PLUMB I NG 'S-- IS-9d SLAB -6-- go " O FRAMING '2-3 —9 f 6 a3 -Sa' COVER-UP IN Li f( FINAL BUILDINI J ,�) / - 9 U CERTIFICATE OF OCCUPANCY ,Y�/` ( O ELECTRICAL PERMIT # 1 6 6 �L INSPECTIONS ROUGH "23 -qd FINAL MECHANICAL PERMIT PLUMBING PERMIT # NOTES : �$ CITY OF r��i°autcc f�eacl - ��zni� 800 SEMINOLE ROAD ATLANTIC BEACH. FLORIDA 32233-5445 - - - - TELEPHONE (904) 247-5800 FAX (904) 247-5805 SUNCOM 852-5800 February 5, 1999 Southern Home Products Attention: Jeff Utke P. 0. Box 6444 Jacksonville, FL 32236 Re: Permit for 1949 Sevilla Boulevard West Dear Utke: The permit issued to you for a glass enclosure is issued based on the owner upgrading the attic insulation to the required R-19 for conditioned areas. This room is also required to have a permanent heat source. Sincerely, Q C-� C. i '�K' Don C. Ford, C.B.O. Building Official DCF/pah //l� //CITY OF /nJ ri dantic /.3e440-4-rt Office of Building Official REQUEST FOR INSPECTI 7 Date � �/ � Permit No. Time A.M. Received P.M. Job Address Locality Owner's & Name �� � Contractor cl ,L�-y CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing Slab ❑ Temp Pole F-1 Top Out ❑ Heating Insulation Lintel CI Final Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION OPMM Mon. Tues. Wed. Thurs. Friday /D - 2O — A.M. InspectioIse P.M. Inspector Final Inspecti n ❑ J Certificate of Occupancy ❑ I'« 1 � J/O," Date CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATIONLOCATION''INFORMATION Permit Number: 17756 Address: 1949 SEVILLA BOULEVARD WEST Permit Type: PATIO ATLANTIC BEACH, FLORIDA 32233 Class of Work: REMODEL Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s): 18 Block: Section: 0 Square Feet: Subdivision: SEVILLA GARDENS UNIT II Est. Value: Parcel Number: ........... ................... "Improv. Cost: 2,600.00 OWNER INFORMATION; Date Issued: 2/05/1999 Name: NEFTALIM DIAZ Total Fees: 37.50 Address: 11563 MANDARIN FOREST DRIVE Amount Paid: 37.50 JACKSONVILLE, FLORIDA 32223 Date Paid: 2/05/1999 Phone: (904)262-6471 Work Desc: "GLASSED IN" WALL UNDER EXISTING COVERED PATIO CONTRACTORS APPLICATION FEES SOUTHERN HOME PRODUCTS, INC. PERMIT 37.50 Inspections Reuired FINAL BUILDING 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. C , $37.58 14 Date: 2/88/99 91 (receipt: 8832162 CHECKS 2846 A NTIC BEACH BUILDING DEP - LA 98186883221886 ' 1 CITY OF r�t�uctcc �eacl - ��� 800 SEMINOLE ROAD ATLANTIC BEACH. FLORIDA 32233-5445 __-- I - ---- -- - TELEPHONE(904)247-5800 E FAX(904) 247-5805 SUNCOM 852-5800 February 5, 1999 Southern Home Products Attention: Jeff Utke P. 0. Box 6444 Jacksonville, FL 32236 Re: Permit for 1949 Sevilla Boulevard West Dear Utke: The permit issued to you for a glass enclosure is issued based on the owner upgrading the attic insulation to the required R-19 for conditioned areas. This room is also required to have a permanent heat source. Sincerely, 1 Don C. Ford, C.B.O. Building Official DCF/pah CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address F C/ C 6A k6(- C/O G LASS IAJ ,SCRs,eiJ <Cm Date 2- Heated Square Footage @ per sq Lt = S Garage/'Shed � $_@ per s? Carport/Porcr U is S ,per sq =t = Deck �� @ S per sq Patio O ;d ., per sa ?t - a 0 �Q TOTAL VALUATION : S JS° Total Valuation 1st $ Remaining Value $s. per thousand or portion thereof TOTAL BUILDING FEE $ 0'1� + Filing Fee S ( ) Fireplaces @ $15 . 00 S D BUILDING PERMIT FEE S— 2 7 WATER IMPACT FEE $_ SEWER IMPACT FEE S WATER METER/TAP c CAPITAL IMPROVEMENT SEWER TAP S— ( 1 RADON ( HRSi . 0050 U SECTION H PAVING i $ HYDRAULIC SHARES S CROSS CONNECTION S ( ) SURCHARGE . 0050 S OTHER S GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp : SwimmingPool Septic Tank ; Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS MOVING, DEMOLITIONS Owner (s) Accress: I "t Llq ` eV AQ Phone: Z L4 ^ck or U t �ubdi� sion:� ori ( Ir' �G,�CJCIltiL L)V11'r -Two— � 8001 4i, Fais:— -7,-7A. Duv^s- co. Ft. Contractor Q8'[Z (JIYIS SOUR EW 140Ae, MODDOn -7tate 1icer.se 4 C5C, (2477 1 —5 Q ® p 'ddress: TO 5.).c &Ljq y Phone No: Soo —Za8 — % Lo—L- I-AGk-�'onyi14E _State 1,:1— iia 7-ode -52-z--x., Describe work to be done: s �.OV C-a E4 PAI 10 ::reser—. use of building: a� 'Ia:uation of Prccosed Construction: ?rocosed use: �� jsU"-()i�ti� _c t,is an addition? /VO If yes, what are the dimensions of the added -case: ft. X ft. Will the added area be heated and pooled? A)0 New electrical (or increase) ? 1U" New ^lumbi:g fixtures? New fireplace? New Heat/AC? SUBMIT THREE (COMMERCIA-L) TWO (RESIDENTZAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. OWNER: L Date:- sl:.-nature ate s_:.-nature CONTRACTOR: Date: I L / -Nor" to and subscribed before me this day of r,� -" NOTARY PUBLIC STA'T'- OAF Rl DA AT LARGc�,.,,,� �w �f CHARLES W. DAVIS, III CHARLES W. DAVIS, III Notary Public, State of Florida Rotary Public, State of Florida My Comm. expires Oct. 28, 200V My. Comm. expire Oct. 28, 2001 19Q9 Comm. No. CC 692299 Comm. N � 89229a d '^ : 8each Z�ninb' FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OC-97 Residential Limited Applications Prescriptive sMethod C NORTH 1 2b Small Additions,Renovations&Building Systems Department of Community Compliance with Method C of Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Form 60OC-97 for additions of 600 square feet or less,site-installed components of manufactured homes,and renovations to single and multifamily residences. Alternative methods are provided for additions by use of Form 60OB-97 or 600A-97. PROJECT NAME: BUILDER: L AND ADDRESS: /Sg-PC/-/ PERMITTING CLIMATE OFFICE: ZONE: 1 ❑2 ❑3 OWNER: PERMIT NO.. / /JURISDICTION NO.: ` p a �i 2- SMALL SMALL ADDITIONS TO EXISTING RESIDENCES(600 Square feet or less of conditioned area). Prescriptive requirements in Tables 6C-1,6C-2 and 6C-3 apply only to the components of the addition,not to the existing building. Space heating,cooling,and water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the addition or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels. RENOVATIONS(Residential buildings undergoing renovations costing more than 30%of the assessed value of the building). Prescriptive requirements in Tables 6C-1 and 6C-2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS.nllyCsite- installed components and features are covered by this form.BUILDING SYSTEMS Comply when complete new system is installed. Please Print 1. Renovation, Addition, New System or Manufactured Home 1. 2. Single family detached or Multifamily attached 2• 3. If Multifamily-No. of units covered by this submission 3. 7 4. Conditioned floor area (sq.ft.) 4. ? 5. Predominant eave overhang (ft.) 5. 6. Glass area and type: Single Pane Double Pane a. Clear glass 6a. /°� sq.ft. sq.ft. b. Tint, film or solar screen 6b. sq.ft. sq.ft. 7. Percentage of glass to floor area 7. % 8. Floor type and insulation: a. Slab-on-grade (R-value) 8a. R= lin. ft. b. Wood, raised (R-value) 8b. R= sq.ft. C. Wood,common (R-value) 8c. R= sq.ft. d. Concrete, raised (R-value) 8d. R= sq.ft. e. Concrete, common (R-value) 8e. R= sq.ft. 9. Wall type and insulation: a. Exterior: 9a-1 R= 1. Mmeefffy-(Insulation R-valuer sq. ) ft. 2. Wood frame (Insulation R-value) 9a-2 R= sq.ft. b. Adjacent: 1. Masonry(Insulation R-value) 9b-1 R= sq.ft. 2. Wood frame (Insulation R-value) 9b-2 R= sq.ft. c. Marriage Walls of Multiple Units* (Yes/No) 9c 10. Ceiling type and insulation: a. Under attic (Insulation R-value) ZX5040 A 10a. R= s b. Single assembly (Insulation R-value) 10b. R= t 11. Cooling system* (Types:central, room unit, package terminal A.C.,gas, existing, none) 11. Type: SEER/EER 12. Heating system*: (Types:heat pump,elec.strip,natural gas,L.P.gas, 12. Type- gas h.p.,room or PTAC,existing,none) h�SP FUE: 13. Air Distribution System*: \J a. Backflow damper or single package systems* (Yes/No) 13a b. Ducts on marriage walls adequately sealed* (Yes/No) 13 14. Hot water system: Type: (Types:elec.,natural gas,other,existing,none) EF: *Pertains to manufactured homes with site installed components. I hereby rtif that the n pecifi ions cov ed by the calculati are wiitth the Flew of o ida Energlans and y Code. Be covered construction sthis acom calculation indicates stbuildi compliance will be complianc �� -- inspected for compliance in ace da a with Sectig8 5 . 08,F.S. PREPARED BY:_ ATE: 57 l I hereby certify hi b ' omp lance wi on a Energy 0 e. BUILDING OFFICIAL: OWNER AGE DATE: DATE: -1- Mop Showing Boundary Survey of LOT 18, SEVILLA GARDENS UNIT TWO, AS RECORDED IN PLAT BOOK 45, PAGES 7, & 7A, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: NEFTAL/ M. D/AZ,• L / O � D / AFP R0VEL O C BUIl-p NGONBEACH � CE4 ?' EB 0 21999 l s� p4. \ — ` — J 0 BB" h• � b �Q. C � � ONF h. O R STU CO � 9 E F 9 0 ti v O S� D' � e 8�. coNc N42 0 S' 22 36'3.E R ISO, 200 0 � 2 v I L L CalSro9.6.3� \ 0 U 32 � 40 4 ,y9 y J (s,�•d IY � sT UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, THIS DRAVING,SKETCH, ai T AP F R 'TIONALPtIRPOSESONLY. AN" NOT ;r t f x AR PIA II IIS I r' PDA- Se 14 v 3 17` SCREEN, VINYL & GLASS ROOMS SECTION 3 ROOF SELECT EDGE BEAM TABLE 3 . 1 . 1 APD/OR TABLE 3 . 1 . 2 LW— F • FOR MAX. x OR R SLAB O GRADE UPRIGHT TH OR RAISED FOOTING LENGTH 11 T x 2- GRADE)GRADE) TYPICAL GLASS ROOM WITH SOLD ROOF. TYPICAL FRONT VIEW FRAMING • (FOGHT OF UPRIGHT IS MEASURED FROM TOP OF Tx2' PLATE TO BOTTOM OF WALL BEAM) ALTERNATE CONNECTION AT LOAD WIDTH FASCIA ALLOWED SEE SECTION 7 FOR DETAILS FOR ROOF PANELS LW P/2 P/2 SOLD ROOF �k OR EXISTING SIZE BEAM AND COLUMNS STRUCTURE PER TABLES VARES P - PROJECTION FROM BLDG. LW ■ LOAD WIDTH P VARIES TYPICAL SCREEN / GLASS ROOM NOTES; ANCHOR T x Y OPEN BACK EXTRUSION WITH V4'x2-V4' CONCRETE FASTENER MAXIMUM OF 7-0' ON CENTER AND WITHIN 6' OF UPRIGHT ANCHOR T x 7 TO WALL WITH 2-112' *10 SHEET METAL SCREWS WITH WASHERS 7-0' ON CENTER. ANCHOR BEAM AND COLUMN INTERNALLY OR WTH ANCHOR CLIPS AND *10 SCREWS AND WASHERS. MNNAUM SLAB THKWMSS FOR SLAB ON GRADE IS 3-V2' CONCRETE. SELECT FRONT WALL BEAM FROM TABLE USING LARGER 'A' VALUE OF P/2 OR P/2 + OR 'P' IS CLEAR DISTANCE FROM HOST STRUCTURE TO FRONT WALL BEAM Lawrence E. Bennett, P.E. avt 9"EI t- DEVELOPMENT CONSLLrANT P.O. BOX 4388, SOUTH DAYTONA. FL 32W TELEPHONE (004) 787-4774 FAX (004) 787-8558 SEAL PAGE © COPYRIGHT 1908 NOT TO BE REPRODUCED N WHOLE OR H PART Wn iOUT THEWFIfrTHJ PERM33�ON OF LAWRE?10E E BENETT, PE 69 SCREEN, VINYL & GLASS ROOMS SECTION 3 BEAMA-IEADER ALTERNATE CONNECTION DETAIL 2' x 2' x 0.083' ANGLE CONNECT (2) #10 x T SHEET METAL SCREW UPRIGHT @ BEAM/FEADER AND NTO SCREW SLOTS CHAR RAL ANCHOR T x 2' PLATE TO CONCRETE WITH V4' x 2-VZ' CONCRETE ANCHORS WIT}N 8' OF EACH SDE OF EACH POST AND 24' O.C. MAX. T x 2' EXTRUSION 1-1/8' MN N CONCRETE • d MN 3-V2' SLAB 2500 PSI CONC. VAPOR BARRIER UNDER CONCRETE 8x8-10x10 W.WM OR FIBER MESH HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL 2' x 2' OR 2' x 3' OR 2' SNB POST (4) *10 x 1/2' SMS. EACH SDE OF POST LEADER BEAM 0 0 0 0 �_ H-BAR OR GUSSET PLATE ANCHOR r x 2' PLATE TO CONCRETE 2' x 2' x V18' ANGLE EACH SDE WITH V4' x 2-V2' CONCRETE ATTACH TO POST AND CONCRETE ANCHORS wrn-iN 8' OF EACH SDE AT LOAD BEARING WALL WITH OF EACH POST AT 24' O.C. MAX. (2) *10 x V2' SMS. EACH SDE OR THROUGH ANGLE AT 24' O.C. MAX. T x 2' EXTRUSION 1-1/8' W-L N CONCRETE } MR 3-V2' SLAB 2500 PSI CONC. N 8x8-10x10 W.WM OR FIBER MESH VAPOR BARRIER SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL Lawrence E. Bennett, P.E. OWL O"EM - DEVELOPMENT CONSLLTANT P.O. BOX 4388, SOUTH DAYTONA. FL 32121 TELEPHONE (904) 787-4774 FAX (904) 787-8558 SEAL.. PAGE © COPYRIGHT 1998 71 NOT TO BE REPROOUCED N WHOLE OR N PART WITHOUT THE WWTEN PEI"SSION OF LAWRENCE EENETT B , PE SCREEN, VINYL & GLASS ROOMS SECTION 3 5/18'GALVANZED 'ALLTHREAD' OR ALUK4NUM FRAME SCREEN WALL 111READALL' EMBEDDED N CONCRETE, OR FASTENED TO CONCRETE W(TH ROWLOCK APPROVED CONCRETE ANCHOR AT 24' O.C. MAX. Aro WITHIN e' OF EACH UPRIGHT OR APPROVED ALTERNATE V4' x 8' RAWL TAPPER THROUGH BRICK KN EWALL T x 7 AND ROWLOCK INTO FIRST TYPE S MORTAR REQUIRED FOR COURSE OF BRICKS �i LOAD BEARING BRICK WALL — — — — — — — ` (1) #6 BARS WITH 3' COVER 4' (NOMINAL) PATIO CONCRETE SLAB — Eo (TYPICAL) WITH 8 x 8 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE 8' Mft ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NON- STRUCTURAL KNEE WALL T WIDE x 0.083' STRAP AT EACH POST FROM POST TO FOOTING WITH (2) #10 x 3/4' SMS. STRAP TO POST AND (1) V4' x 1-3/4' TAPCON TO SLAB OR FOOTING BRICK KNEEWALL AND FOUNDATION FOR SCREEN WALL(S) Lawrence E. Bennett, P.E. OM ENWAMR - DEVELOPI.EN'T CONSULTANT P.O. BOX 4388, SOUTH DAYTOK& FL 32121 TELEPHONE (904) 757-4774 FAX (904) 787-8558 SEAL PAGE © COPYRC4-fT 1998 NOT TO BE REPRODUCED IN WHOLE OR N PART WITHOUT THE WRfTTEN PERMSSION OF LAWRENCE E BENhETT. PE 75 SCREEN, VINYL & GLASS ROOMS SECTION 3 Table 3.1.2: Allowable Beam Spans - Hollow Extrusions for Screen and /or Vinyl [Open] Rooms with Solid Roofs Aluminum Alloy 6063 T-6 W Ind Zone 102 MPH 1110 MPH . 120 MPH 126 MPH 140 MPH Iled Load 17#IS .Ft 20#!S .R. 23#IS .R Load Width 3"x 2"x 0.060" 6' 9'-5" 8-8„ 8._1., 7'-7" 6'-10" 6' 8'-7" 7'-11" 7'4" 6'-11" 6,_3„ 7' 7' 11" 7'-4" 6'-10" 6'-5^ 5'-9- 81 7'-5" 6'-10" 6'-5" 6'-0" 5'-5" 8 7,-0" 6'-5" 6'-0„ 5,_8„ 5,_1., 10' 6'-8" 6' 1" 5'-g" 5,4, 4'-10.. 11' 6'�" 5'-10" 5'-5" 5'_1" 4,_7„ 12' 6'-1" 5'-7" 5'-3" 4'-11" Load Width 3"x 2"x 0.070" 6' 10' 1" ��7'-1 ,�„ 8,-8„ 8'_2" 7,4„ 6' 9'-3" '-6 7-11 7,-0„ 6.9„7' 8'-7" 1" 7,4„ 6'_11" 6,_3„ 8' 7' 11" 7,4" 6'-11" 6-6" 5'-10„ 9' 7'-0„ 6'-11" 6'-6" 6'_1„ 5'-6 10' 7'-2" 6'-7" 6'-2" 5'-9" 5,_3„ 11, 6'-10" 6'-3" 5'-10" 5'-0° 4'-11" 12' 6'-6" 6'-0„ 5,_7., 5. 3.. 4'-9" Load Width 2"x 3"x 0.050" 6' 11'-1" 10'-3" 9'-7" 8' 1" 6' 10'-2" 9,4, 8'_9" 8,_2„ 7,_5„ 7' 9'-5.. 8,_8„ 8'-1 7'-7" 6'-10" 8' 8'-9" 8'-1" 7'-7" 7'-1" 6'-5" 9' 8'-3" 7'-8" 7' 1" 6'-8" 6'-0" 10' 7'-10" 7'-3" 6'-9" 6,4„ 5,_9, 11' 7'-6" 6'-11" 6'-5" 6'-1" 5,-0„ 12' 7'-2" 6'-7" 6'-2" 5'-10" 5'-3" Load Width 2"x 4"x 0.050" 6' 13'-9" 12'-8" 111-10" 11' 1" 10'-0" 6' 12'-7" 1 11'-7" 10' 9" 10'-2" 9'-2" 7' 1 110' 8" 9' 11 g'-5" 8--6- 8' 10'-10" 10'-0" 9,�„ 8_g'. 9' 10'-3" 9'-5" 8'-10" 8,_3„ 10' 9'-9" 8'-11" 8-4" 7'-10" 7. 1.. 11' 9'-3" 8'-0„ 7'-11" 7"_g 6. 9.. 12' 8'-10" Note: Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M P H.wind load requirements to the above upright sizes increases the strength so that additional framing is not required. Tables assume extrusion oriented with longer extrusion dimension parallel to applied load. Lawrence E. Bennett, P.E. GVL ENOIINEEi - DEVELOPAENT CONSLLTAM P.O. BOX 4388, SOUTH DAYTONA, FL 32121 TELEPHONE (604) 7e7-4774 FAX (604) 767-8558 SEAL PAGE O 8ODUCED N WHOLE OR PART WmiOUT THE WFC7 N PEF"SS10N OF LAWRENCE E BEIrETT, PE �7 NOT TO BE REPRN I SECTION 3 SCREEN, VINYL & GLASS ROOMS Table 3.2.2: Allowable Upright Heights Screen, Vinyl and Glass Rooms Aluminum Alloy 6063 T-6 2"x 2"x 0.055"Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H. 120 M.P.H. 125 M.P.H. 140 M.P.H. Width Applied Load 19#/S q.R. 23#ISq.R. 26#/Sq.R. 29#/Sq.R. 36#/Sq.R. 36" 12'-3" 11'_1" 10' 42" 11,_4„ 10'-3" 91-8" 9'.2^ 8,_3„ 48" 10,_7„ 9'_7" 91-11 8'_7" 7,_8„ 54" 91-11" 9'-1" 8'-8" 8v_I- 1 7,_3„ 60" 9'-6" 8,_7„ 81_11, 7,_8„ 6'-11., 66" 9'-0" 8'-2" 7'-9" 7'-4" 6,_7., 72" 8'-8" 7'-10" 7'-5" 6'-11" 6,_3„ 78" 8,4„ 7,_7., 7'_1" 6'-9" 6.0.. 84" 7'-11" 7'-3" 6'-10" 1 6'46" 90" 7'-9° 7'-0" 2"x 3"x 0.050"Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H. 120 M.P.H. 125 M.P.H. 140 M.P.H. ad Width A lied Lo 19#/S R. 23#/S R. 26#/S R. 29#/S R. 36#/S R. 36" 16'.10^ 15,_3„ 14,_4„ 13, 7„ 12' 3., 42" 15' 7" 14'-2" 13,_4„ 48" 14'_7" 13,_3„ 54" 13'-9" 12'-6" 60" 66" 12'-5" 11'-3" 72" 11-11 10' 10" 10'-2" 9'.7" 8,_8„ 78" 11,-6„ 10'-5" 9'g" 9'3" 84" 111-0" 101-0" 90" 10'- 2" 0'2"x 4"x 0.050"Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H. I 120 M.P.H. 125 M.P.H. 140 M.P.H. Width A lied Load 19#/S .R. 23#/S .R. 26#/S .R. 29#/S .R. 36#/S .R. 36" 20'-9" 18'-11" 17'-9" 42" 19'-3" 17'-6" 48" 17'-11" 16,_4„ 54" 16-11" 15,_5„ 14'-6" 13, 60" 16, 1„ 14'-8" 15'-4„ 72" 14'-8" 13,4„ 12 7„ 78" 14' 1" 12'-10" 12'_1" 10' 3„ 84" 13, 7„ 12'-4" 11'-8" 11'-0" 90" 13'_2,. 11_11" 11 3" L 10'-8" 9,_7„ Notes: Glass Rooms. The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H.wind load requirements to the above upright sizes increases the strength so that additional framing is not required. I glass room drawing.),select upright required from Using screen panel width'W'(See typica the maximum height allowed for each extrusion. Screen Splines on 3"side. extrusion turned with 3"side parallel to sole plate. Lawrence E. Bennett, P.E. CrVL EP",EER - DEVELOPMENT OONSILTANT P.O. BOX 4388 SOUTH DAYTONA, FL 32121 TELEPHONE (904) 787-4774 FAX (904) 787-8558 SEAL PAGE © COPYRIGHT 1998 80 NOT TO BE REPRODUCED N WHOLE OR N PART WYTHOUT TIf WFifTTEN PEAA4SSION OF LAWRENCE E. BENE7T, PE STRUCTURES WITH WOOD & ALUMINUM FRAMING COMPONENTS SECTION 4 WOOD OR ALUMINUM FRAME HOST STRUCTURE BRDGNG 48' ON CENTER 5/8' PLYWOOD DECKNG FACE GRAN PERPENDICULAR TO JOIST CENTER LEDGER PIER KNEE BRACE REQUIRED FOR HEIGHT OVER 4'-0* FRAME AND ALUMINUM SCREEN, 2' x 8' JOIST HANGER EACH END VINYL OR GLASS WALL 3-112' CONCRETE SLAB FOR LUMBER COLUMNS ANCHOR WITH GALVAN-ED POST TYPICAL WOOD DECK 1) ALL WALL FRAMING 18' ON CENTER (EXCEPTION: 24' ON CENTER FOR WOOD STORAGE ROOM) U-01 2)PER POST CAN BE BOLTED TO O O 4' x PRESSURE TREATED PINE SLAB OR CONTINUOUS FOOTER O OR 3'* x 3' x 0.090' ALUMINUM O OR HAVE ISOLATED CONCRETE FOOTER EACH PER 3/8' x 5' BOLT DETAIL)(SEE DETA 3)CENTEA STRINGER REQUIRED IF LEDGER SUPPORT DEPTH OF DECK EXCEEDS 10'-0' 4)HLWXANE ANCHOR EACH JOIST TO CENTER STRINGER LEDGER SUPPORT DETAIL Lawrence E. Bennett, P.E. OFM 8"AMR - DEVELOMENT CONSLLTANT P.O. BOX 4388. SOUTH DAYTONA, FL 32W TELEPHONE (904) 787-4774 FAX (904) 767-6558 SEAL PAGE © COPYRK rT 1998 83 NOT TO BE FlEPROOUOm N WHOLE OR N PART WRHOUT THE WFYTTEN PEF"S810N OF LAWRENCE E BENNM. RE SECTION 7 SOLID ROOF PANEL PRODUCTS . . . . . . . . . . . . . .. . .. . . . . .. .. . ... . . . . . . . . . . .. . . . . . � . I 48. A.B.S. EZ-LOK 48" x 0.024" ROOF PANELS Table 7,2.4: Allowable Spans for EZ-LOK Composite Roof Panels for Various Loads Aluminum Building Systems Manufacturers Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core 1#EP.S.Denstty 3"x 48"x 0.024"Roof Panel with R Value of 11.58 0 n Buildincis Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE F '-0" V-0- 3'-0" Region Load NONE 1'-0" 2--0" Y-0- 102 M.P.H. 17 15'-1' 15'-3" 15'-7" 16'-3" 102 M.P.H. 29 t 1'-7" 11'-9" 12'3" 13'-0" 110 M.P.H. 20 13'-11" 14'-1" 14'-0" 15'-2' 110 M.P.M. 35 10'-6" 10'-9" 11'-3' 12'-1" 120 M P H. 23 12'-1 t" 13-2" 13'-7" 14'4" 120 M.P.H. 41 9'-9" 9.11" 10'-6" 11 5" 125 M.P.H. 26 12'-3" 12'4" 12'-10" 13'-7" 125 M.P.H. 45 9'-0" 9'-6" 10'l" 11'1" 140 M.P.H. 32 11'-0" 11'-2" 11'-9" 12'-6 140 M.P.H. 56 814" 8'-7" 9'J" t0'3" 4"x 48"x 0.024"Roof Panel with R Value of 15.44 O n Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE I 1'-0" 2'-0" 3'-0" Region Load NONE 1'-0" 2--0- 3--0-- 102 --0"102 M.P.H. 17 17'-5' 17'-7' 17'-11" 18'-5' 102 M.P.H. 29 114" 13'-6" 13'-11' 14'-8' 110 M.P.H. 20 16'-1' 16'J" 16'-7" 17'-2" 110 M.P.H. 35 12'-2' 12'4" 12'-10" 13'.7" 120 M.P.H. 23 15'-0" 15'-2' 15'S' 16'-2" 120 M.P.H. 41 11%3- 11'-5" 11'-11" 12'9" 125 M.P.H. 26 14'-1' 14'-3' 147$" 15'4' 125 M.P.H. 45 10'-9" 10'-11" 11'-5" 12'-3" 140 M.P.H. 32 12'-9" 12'-11" 13'4" 14'-1" 140 M.P.H. 56 9'-7' 9'-10" 10'-5" 11'4" 5"x 48"x 0.024"Roof Panel with R Value of 19.30 Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE I 1'-0" 2'-0" 3'-0" Region Load NONE 1'-0" 2--0- 3'-0" 102 M.P.H. 17 22'-1' 22'-2" 22'-6- 22'-11' 102 M.P.H. 29 16'-11" 17'-l" 1T-5" 1T-1 V* 110 M.P.H. 20 20'-5' 20'E" 20'-9" 21'-3' 110 M.P.H. 35 15'-5' 15'-7' 15'-11" 16'-6" 120 M.P.H. 23 19'-0" 19'-1' 1g'-5" 19'-11" 120 M.P.H. 41 14'-3- 14'-5' 14'-9- 15'5" 125 M P.H. 25 17'.11" 17'-1118'4" 18'-10- 125 M.P H. 45 13'-7" 13'-9" 14'-2" 74'-10" 140 M.P H. 32 16'-1' 16'-3" 16'-7' 17'-2" 1 140 M.P.H. 56 12'-2' 12'4' 6"x 48"x 0.024"Roof Panel with R Value of 23.16 Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'-0" 2'-0" 1 Y-0" Region Load NONE I 1'-0" 2'-0- 3'-0" 102 M.P.H. 17 26'-3' 26'4' 26'S" 26'-11' 102 M.P.H. 29 20'-1' 20'-2" 20'-6" 20'-11" 110 M.P.H. 20 24'-2' 24'-3' 24'-0' 24'-11' 110 M.P.H. 35 18'-3" 18'-5' 18'-9" 19'-3" 120 M.P.H. 23 22'-7' 22'-8' 22'-11' 23'4" 120 M.P.H. 41 16'-11' 17'-0' 17'4' 17-11' 125 M.P.H. 26 21'-2' 21'4' 21'-7- 22'-0' 125 M.P.H. 45 16'-1' 16'-3' 16'-7' 17'2" 140 MP H 1 32 19'-1' 19'-3' 19'-0' 20'-0- 140 M.P.H. 56 14'-5' 14'-7' 14'-11' 15'-8" Notes: For Live Load+Dead Load requirements the following conversion applies. For panel span use 'Room Projection'+'Overhang'(See drawings).Panel span under wind load is from attachment point on e>asting building to front wall add overhang de ALUMINUM BUILDING SYSTEMS Lawrence E. Bennett, P.E. d.b.a. ave e"EER - DEVELOPUDa CONSLIL7ANT A WHITE ALUMINUM PRODUCTS, INC. P.O. BOX 4388, NIE (9I ) M-4A FL 32171 T7=IEPFIOtE (604) 787-4774 1107 North Thanaa Road, Leesbtrp FL 34748 FAX (604) 787-8558 Tsbphone (352) 787-7788 FAX (352) 787-45T7 Florida 1-800-342-6077 Nabona) 1-800-874-0002 SEAL PAGE © COPYF11GFiT 1988 126 NOT TO BE REPRODUCED N WHOLE OR N PART WfTHOUT THE WRnTEN PET"SSION OF L.AWRE::.;E E BENET-T, PE j Nrifirr of C iammenjura of (PREPARE IN DUPLICATE) To whom it may concern: Kook 9182 Pg 174 The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of property l-vi I�j��c�i r. r-rAxDvJS LW iT ' Two , FL AT S General description of improvements Uo r1 c, C c uc e c_� Owner ti)A �_IAC -T__ 1D iy. r Address 1 94c� St-\s/I A I�,'uy i� �t\X rL . Owner's interest in site of the improvement Fee Simple Title holder (if other than owner) Name Address ( � RETURN TO:�Contractor SOUTHERN HOME PRODUCTS, INC. Address P.O. BOX 6444, JACKSONVILLE, FL 32236 Surery (if any) Address Amount of bond S Name and address of any person making a loan for the construction of the improvements. Name Address Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name Address In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as pro- vided in Section 713.06 (2) (b), Florida Statutes, (Fill in at Owner's option). Name Address / / ` THIS SPACE FOR RECORDER'S USE ONLY Owner HOME left Glass Rooms •Windows SOUtHERNPRODUCTS,11NIC. Screen Rooms • Carports Verna Blvd. • Jacksonville, Florida 32205 CBC 047713 Mobile Home Roof Overs Cut Brick and Stone ' OUT OF TOWN 1-800-788-9102 WESTSIDE: 786-9241 • CLAY: 272-4010 • GAINESVILLE: 335-9303 • SOUTHSIDE: 737-0193 VOLUSIA/FLAGLER: 437-6500 • ST. JOHNS: 826-1500 • PUTNAM: 325-9200 SOUTHERN HOME PRODUCTS, INC. (Seller)agrees to fumish all materials and labor necessary to do modernization work as set forth below on the premises located at the followi ad ress: Owner's Name NQS - �)I CL Date Spouse or Cosigner2gr - s94i ,-`Name I Home Phone Address I t�l �eV I l I Gl �Vo( Work Phone Q elf/re d City �LP 1P TI C, �/C k State r Zip Code 2/ `7 Z-2 '& -j FOUNDATION NOT-c- . Ill C. Co VLira Gt Y,u 1 b'!x+C� WALLS WE WI LI- Frame out (ejAk M miyiunl } � WAt,l ulrdeit ►1n On) Se-c,t-I'DAs A) -7'-11 " -7- 77/-4 r, Z c COLOR e +0 G G. I CN"fr S� l t e -2-q '► I - ( d o ROOF 1 Of (' lutMy \ 'F*YI►SL,e.d wjAA W1kJe Triple 31""V�nvl vvtsIdeaKd Tr"ple. 2" VIV\\A 1NSlae- — beiwe-c-n tw�IlI loe- dou10te- - o I I Slde—A �;t 0 yv', �I ) 1,41rJD0w he-xt h G1oor S 'Tall DOORS SeG�-�ovt ((�� to In��c C2) S�hGle G �a�cd Glass S1►c�.Qrs Anioye �►ck-plate Th�S I,.,'► LI Ie,aver 2`- z%2" o� i,xe14 ,A6o �3) W'Iv' d.ows put d- w 2'- Io„ 'P ea- C4, -PiKcrj Glass a.boVe Door CAO i k aid f eel - C kea In v Tb - re lt"J ' OU-br i S Sketches:Actual construction may vary to comply with engineering requirements, material limitations and local building codes.Gable fill will be obscure vinyl unless otherwise specified.Gable is pny area above windows on side or front. 0 --__ I�� -7 -1 1"-4 I'� Z ; 1 N � ' Ale 1 EIVED l l �--�y'' Tod `�►E"'' FFg 4 1999 w w N Him NOTICETO CUSTOMER:PLEASE REVIEWTHIS CONTRACT WITH COMPANY REPRESENTATIVE AND B SURE ALL ITEMS ARE INCLOIlity FST jIjjFOR. F pl rr Y►EW Bui��ln& R,49d,;9499 The seller agrees to ommence work within a reasonable time. Buyer acknowledges that detailed drawings mus le e obtained and materials ordered. Owner agrees to pay contractor as follows: °O r �EC`T� jt) '{�' ICE f.1 1~CC);J;;�;�li:�. All for the sum of: ............................................... $ Z sZ s-- IRIGITFS h i di.: , ND - S1'1Z1ICrj,J� Building Permit i£ Fees ....................... $ J •�'` ;'-( CITY OF ATLAN'T'IC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FLORIDA 32233-5445 TELEPHONE:(904)247-5800 iso FAX:(904)247-5805 SUNCOM:952-5800 http://ci.atlantic-beach.fl.us March 28, 2001 AIIState Insurance Tom Blinstrub Agency 1580 Wells Road, Suite 9 Orange Park, FI 32073 Re: 1949 Sevilla Boulevard West Dear Sir: According to the National Flood Insurance Program, the s n Flood Zoneity of Atlantic BXach has determined that the property at 1949 Sevilla Boulevard West if you have any questions regarding this matter please call me at 247-5826. Sincerely, D� Ford Building Official DCF/gah ,r Tom Blinstrub Agency Anstate. 1580 Wells ,F Suite 9 Orange Park,FL 32073 You're in good hands. 904-278-1100 904-278-1702 Fax F. a _E February 20,2001 Mr.Neftali Diaz 1949 Sevilla Blvd West Atlantic Beach,FL 32233 RE: Flood Insurance Policy#: 1801843564 Dear Mr.Diaz: I recently received a letter from our Flood Insurance Center that FEMA,(Federal Emergency Management Agency)has notified us that your dwelling is no longer in what they consider a Preferred Risk Zone X. A copy of this letter should have been mailed directly to you as well. The context of this letter indicates that FEMA considers your home to be in a Standard Rating Zone,and therefore.is advising Allstate that we must charge a Standard Rate for your coverage. In short,your flood insurance:premium will be higher for the same coverage. In order for me to complete a rate for you,I const receive an elevation certificate from the City of Atlantic Beach or from Duval County. I have done olved in obtaining this information. You may contact some research foryou to help reduce your time inv Don Ford with the City of Atlantic Beach at 904-247-5813. He handles the map adjustments for FEMA. Yvn may also contact Mark Feyler at Duval County -603-1050. Planning&Zoning Department at 904 Both of the above parties will require a real estate number,which,for your home is 169ave received Please contact one of these parties to obtain an elevation certificate and contact me once you have received this you based on the information on this certificate. information. I will be able to rate ll need to FEMA does allow you the opportunity to dispute this new zone rating. In order to do so,you wi ;_. obtain a copy of the Flood map for your street,indicating the house location on the map. Along with this map,a written statement from either of the parties listed above indicating that they feel you are still in a Preferred Zone X,should suffice. You may mail this information to my attention once obtained to my attention. I hope that this information will help you to obtain the proper documentation needed to correctly rate your flood insurance policy. If you have any questions,please feel free to contact me at any time. Respectfully yours, Thomas M Blinstrub Exclusive Agent I Allstate Insurance Co. s aha r €m .• , s' R2853-1 :t V�EtifiCttfE of (�ccuttnc (situ of Atlantic le* — Nloriba +�E��rtmEnt of +.wilding Nopection rements of Section 103.8 This Certificate issued pursuant to the requiof the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the carious ordinances regulating building construction or use For the following. 1 Rlvd W. _ Bldg.Permit No. 16362 Use Classification 1949 Sevilla Atlantic Be8Ch Group W.frame Type Construction _Sf Fire District Owner of Building Nef talim Diaz Address 1949 Sevilla Blvd. W. Buil g Address 1949 Sevilla Blvd. Wecality Atlantic Beach FL 32233 By: Date: Building ficial l POST IN A CONSPICUOUS PLACE i FLOODPLAIN DEVELOPMENT INFORMATION Location:: E V1-L-LA 6-49-D C" AVN" 1 fi Type of Development: i N 6-L c- Fik nl i L y Flood Zone: ZypC Required Lowest Floor Elevation: At✓E 0001 iU e1= kw 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. C OiVIMENTS: 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 propose.d development. n Date Applicant's Signature - vAzJ Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation 0 Survey Filed with Building Department Building Department Representative 8-21-1998 1:08RM FROM RICHARD MILLER ASSOC 904+7215758 P-2 Map Showing Boundary Survey of LOT 18, SEVILLA GARDENS UNIT TWO, AS RECORDED IN PLAT BOOK 45, PAGES 7, & 7A, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. GERAFIED TO NEFTAL/M D/AZ' L % O T , 2 '- 0 o T 6J>S, r ti X141 -_ -70 8t b � oNE h O RSnjc' 1? O s� �o. CC6v. c R ha B,7• N V 0 Nq o F�moo. 22 3 o. S may, 3p .00 O2 lg°�- r,�So,�iUL QST UtLESS LT BURS i1E SIGN►+LRE ArD THE GRIL INCL DA ISED SEMI Or RORibs LWCXWD ARVEY 4"K40M, THU DRAWING,SKETCH. AL N S LEGEND ?A7r AUGUST 2¢ f-"f I.B—*g,>.6—dm Me C-1-0 c P.GA.'s(N snetV-C) J me M o MAR 70 916W 805F"Rr RO Y I] ra v0 Lam*w AorRnw SCALE r-�- .i t7a.otlon+.00.x,v,r(,!Y,els-mus mart.'-0 6b ft sae r ooro,.,,ronb.s� x Daws R916� ,A'19 Na 982763 60.0., c r p/j"(K a Ka N 7R2BA Q Vm/yr M7 a By OgNlk PbHb'9"hr tM Pyr/rho.e A—tms wanes Z �• 7R ructl F6 m MMn m rAs Fiera'Emsyvirr t Ap y/rCMA.�IV.V l l AWO+stNd,ov R Rosas,anv,sr qWM p09e -- �rxmd harmN+�b Mao tr,ale)c ^wp-ho r,w..,m- rxv�s-0MV ,r AAs 6rxis aR Cmrp. FJe SbCARf&DMC Mao R.W~er/e: AlYNI 17 IAM i(R+1Ms sDNvris,rots¢sor Pwf.Wt a✓B,e Rbc t6o/,nor M darned®Msta,dn Ar SAW, b— [AMD SWiEnWS v r oe a coned Ap.nclec nss n dery 6tts,nNw ars-rA46/tr Amd&W JON ATH ON B. BOWAN LAND SURVEYORS a�,eneswe mt eirnc v.m-�y�d Q lose oe R.,tnerlov ar E m d AWsnM�,raaxM er tmW—~/-toot Ear(AW)7?r-5758 .+ev,»ta ess+ew.,nafr 670/QEAOY BCW.. DA V8 ow .eiavr�rA nnKs riNT MAr Bf uSFD a 7115 54CkY ,NG(51�VHpL�fYba'OA.727rB rMa /9WI>�-7226 Fl•. Pdrnmant Gavaet Pohl [�.gg t.Rarsed blares zc a m awAry�wT re.wwra�vs¢a�var�4�Rw.ov d.w�en� .RJef ReAnw,.n Ai.--e JCA ENY�rede cwe.flo+ero' woo Mvasr+Ws c«s trM[�e s.ro rasps s.o,�^m.nr�.ca AP =eGI .bdsT W/Y Ghet/tc ALMerfy ,.�,y aW V 2Mfa aoo+�osielM.s�E oaf wrtvav, G PnMI of G.neMr ,�gtAp />Co+P'6Mar .Ifrin,�J20►T. Am /.T /MI of To•,p,nsy C.t[✓ 0A Tss.k�4vr PAG Pair1 0/�rrsp ltrrotw a* Ormnead tress l Peet a srAraseds, (EAfJ role Mem,.er k WA—' � =M Mme*'+ — 9O 5 RfC/S7ERE0 0.B q. LfiO'e 8sarl,ptr QbMcv p�y�y SYRPYFN Cf�P1.19CA lE Nn 16A7 y,,Qq/� poys D A6�ro N LM Ang� �'R,e'r fs..w� 6bis•,p RersicGan tM IP. a�sr P(o. l�..w� Esre+l 6Lv,c Lbntnle Tertificttte of Mccupancu (situ of Atlantic Neac4 — Nloriba Department of Auilbing Jnopection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification 1949 Sevilla Blvd. W. Bldg. Permit No. 16362 Group w.frame Type Construction Sf Fire District Atlantic Beach Owner of Building Neftalim Diaz Address 1949 Sevilla Blvd. W. MZM Blvd. 'W,,caiity Atlantic Beach, FL 32233 By: C,Date: f 2 ( ` POST IN A CONSPICUOUS PLACE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . Tertifirate of (situ of Atlantic Neacll — 31oriba Department of Nuilbing Insp ltijan This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification 1949 Sevilla Blvd. W. Bldg. Permit No. 16362 Group w.frame Type Construction Sf Fire District Atlantic Beach Owner of Building Neftalim Diaz Address 1949 Sevilla Blvd. W. M dlfin.Address 1949 Sevilla Blvd. T orality Atlantic Beach, FL 32233 By: DON C. FORD_ Building Offfcial Date: POST IN A CONSPICUOUS PLACE r' ciT °F _ Le 3(° !'eO-Ck pfficiai ( 2 Q guildin9 10 t! � Office 01 SPECT �� �� REQVEgT FOR 1 P mit N0 EJ Q �l ' +' .M• U M• �ocallty pate Time MECHAp11CA1. Received s G or P►-UM [ p%r con [ Heating fob Ad r C(RIcAI Rough [ Fire Place ELE TOP Out [ Pre Fab ,s h Wiring [ er Owner pNcRE [ ou9 Pole [ $eW P•N\. Name C TemP gU11 DING [ Footg\ab ing C Fina\ INSpE�lO pR Thurs. .n9 ❑ �intei REApy F Be Rooting Insulation Nled• p.M PM ns ection Tues. cupancY GeO'%cate of Oc Mon. sem` pate Inspection Made Inspector nn CITY OF f`^1 � /3e4C44 Office of Building Official REQUEST FOR INSPECTION Permit No. Date M. Time P.M. Received Locality Job Ad es Owner's Contractor Name PLUMBING MECHANICAL C CRE E ELECTRICAL ❑ Air Cond. & El ❑ ❑ Rough ❑ Footing Rough Wiring ❑ Top Out Heating Framing ❑ Temp Pole ❑ Re Roofing Slab ❑ Final ❑ Sewer Fire Place Pre Fab Lintel Insulation — READY FOR INSPECTION A.M.Friday PM d. Thurs. Mon. Tues. G o P.M. Inspec' Made Final Inspection ❑ A Certificate of Occupa ❑ In e 01 ctor Date BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET /990 Date Request ed: `L /a Building Contractor: C: Building Permit Number: ��36 Address : Legal Description. / Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Lowest Floor Elevation: required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE N IFIED DATE APPROVED BY Fire Public Works Planning Buildingil,-9�A; v ' 2 L 8-21-1998 d:07PM FROM RICHARD MILLER ASSOC 90d+7215758 P. 1 -Richard A. Miller & Associates, .Inc, 6701 Beach Boelevud, Suite 200 Iackscaville, FIocida 32216 Phone: (904) 721-1726 F?-x: (904) 721-5753 Dace: To: _ Ftarr;: c� c-tiaC_ `o. Pages Inc(-_ci. Cotj s..s;s.a�ti...... CITY OF geacl - 1,7&uda 800 SEMINOLE ROAD _ ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE (904) 247--5800 FA-X(904) 247-5805 NOTICE TO: Water Department FROM: Building Department DATE: cY " a _ < Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address / (o3 CMZ- / q41�7 'Z'�4 J 7ere C1 Building Department DATE: _ O _ I_— PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS ) HAVE BEEN MADE AND ARE SATISFACTORY : ------- ---------- 1------ ------------------------------------------------- 1 ------ --------- --------------------------------------- ------ i ------------------------------------------------- i------ ---------------------------------------- 1. Enclosed are the blue copies of the permits. NC ELY, BUILDING INSPECTION DIVISION cc: FILE n11�'- � 11..__ //CITY OF fYI�LG�iL�Lc /3 ear.4- Office of Building Official ^/ REQUEST FOR INSPECTION Date Q- 3 Permit No. Time A. Received P 01 Jo Ad ress Locality Owner's Name Contractor BUILDING CONCRET ELECTRICAL PLUMBING MECHANICAL Framing oting ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ la ❑ Temp Pole ❑ Top Out ❑ Heating Insulation Lint 1 ❑ Final ❑ Sewer ❑ Fire rF lacePre ❑ READ NSPECTION Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made P.M. Final Inspection ❑ Inspector Certificate of Occupancy ❑ Date TRANSMITTAL' DCCUMENT FOR JEA DATE: 3 The following permits have passed "rough" inspection: Permit No . Address 6sz 9 �D Etx� c�sec_cam:c:��xc:cso�$e�.� c.�aecp Please update vour records accordingly. iT k y u� Lfi DING/ CLERK CITY OF ATLANTIC BEACH /vcb /CITY OF llaA Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time Received M. Job AA s Locality Owner's Name Contracto UIL G CoNgaWETE ELECTRICMBIN MECHA L Footing ❑ Rough Wiring Rough ❑ Air on . Re Roofing 11Slab ElTemp Pole 11Top Out Heating Insulation ❑ Lintel ❑ Final _ Sewer Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday Inspection Made A.M.A.M Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date nns'� ���,� /nCITY OF fri+G�l n4c /S�-Office of Building ' is s� REQUEST FOR INSP ION /n /�y►y Date Cp ` G z-- _ Permit No. Time A.M. Received P I� dress c Locally Oner's Nawme Contractor BUILDING NCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel El Final [I Sewer CFire Place Pre Fab READY FOR INSPECTION C� Mon. Wed. Thurs. nday P.M. Inspection Made � P Inspector Tues. Final Inspection ❑ Certificate of Occupancy ❑ Date PSR-3844 16680 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION LOCATION INFORMATION Number : 16680 Aidress : 1949 SEVILLA BOULEVARD WEST Permit Type :MECHANICAL ATLANTIC BEACH . FLORIDA 32233 ass of Work :NEW LEGAL DESCRIPTION ---- --- -- Type :WCOD FRAME Block- Lot : 18 Twp, t- roposed Ose' SINGLE FAMILY Section: 0 Subd : Rng: 0 Dwellings - 0 Subdivision: SEVILLA GARDENS UNIT 11 Est . Value* 0 .00 ,nprov . Cost : 0 . 00 Total Fees : 25 .00 Tamm- gin47 P a i d25 . 00 I 6/18/1998 1. Des- :(?AS PIPING OWNER INFORMATION APPLICATION FEES NEFTALIM DIAZ FERMIT -5 . 00 :dr : 11563 MANDARIN FOREST DRIVE JACKSONVILLE - FLORIDA 322.'.) -1 one: f, 9041262-64"71 (I'ONTR ACTCIR INFORMATION AEI I INTERNATIONAL CORP dr : 719 ARLINGWOOD AVENUE JACKSONVILLE FL 32211 991 Exp: 4 NOTES: 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 MECHANICS' 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. $25.00 14 Dates 6itej'98 Oi ReLtipt. 0064?50 CHECKS 1195 ATLANTIC BEACH BUILDING DEPATMENT -"i BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT -- Applicant to complete all items in sections I, II, III, and IV. LOCATION Address-_ __ �& OF Intersecting Streets Bel—en __ _ .� And 3_ BUILDING -- Sub division II. IDENTIFICATION — To be completed by all applicants In consideration of permit qua" for doinq the work as described in the a6cle slalement we hereby agree to perform said work in accordance with the alfactLed plans and specificafions which are a part hereof and in Accordance wilir Ike City of JarkSon0le ordinances And standards of good practice listed therein. Name of Mechanical ^�l� r�� Contractors ,{-` (^ Contractor (Print) Metter l/ Name of Property Owner Signature of Owner Signature of or Authorized Agent ` Architect or Engineer 111. GENERAL INFORMATION A. Type of heating fuel: B• IS OTHER CONSTRUCTION BEI IG DONE ON KCltric TillS BUILDING OR SITE 7. [� Got —� LP ❑ Natural El Central Utility FA ' IF YES, GIVEN BER OF CONSTRUCTION ❑` Oil PERMIT r�O ❑ Other — Specify IV. MECHANICAL EQUIPMENT TO IF INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) I Residential or I_-I Commercial ❑ Heal ❑ Space ❑ Recessed ❑ Central 0 Floor jAl New Building ❑ Air Conditioning: ❑ Room ❑ Control /(A Existing Building ❑ Duct System: Material Thickness LJ Replacement of exlSting system Maximum capacity c,f.m. New Installation(No system previously Installed) ❑ Refrigeration O Extension or add-on to existing system _ ❑ Cooling tower. Capacity L) Other — Specify ❑ Fire sprinkle": Number of heeds ---- - - --- — — -- -- ❑ Efovafor ❑ Maniiff ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumps (number) (R•c•f.ed) ❑ Tanks (number) Remarks ❑ LPG containers (number) ❑ Unfir,od pressure wiser ❑ loll•" Permit Approved by Date ❑ Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Unitn Deicrlptlon Model Number Manufacturer �Tons�y Approvins A�enry UEC-18-97 THU 02 :32 PM MILLIGAN CONST 904 287 2670 P. 01 I CITY OF ATLANTIC BEACH, FLORIDA �____Aied by APPLICATION FOR ELECTRICAL PERMIT `f pprov TO TIIE CHIEF ELI CTRICA!_ INSPECTOR: DATE:�_.!m� 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT -,IVCN FOR DOING 111E WORK AS DESCRIBED IN TIIE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACIIED PLANS ANO SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH TIIE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM; MASTER ELECT_RfCIIAN• IG_NATU}lE _ JOURNE.YMAN NAME_ _ _ _ ADORESS:—; / / ( �t !u�_ ��a� w RFD--BOX BLDG.SIZE OU s'`' _ BETWEEN:__ RES. I. }, APT. I I COMM. { ) PUBLIC { } INDUS. ( 1 NEW{ } OLD I ) FIEW. { ) ` ADDITION { ) TRAILER ( ! TEMP. I ) SIGNS I I __ —SO. FT, _ SERVICE; NEW ( ) INCREASE ( ) REPAIR ( } FEE I _ CONDUCTOR SIZE G' AMPS COPPEn I ALUM SWITCH OR BREAKER AMPS F'N _W j VOLT. e� �Lfi RACFWAY EXIST.SEFZV.SIZE_ ��'�`{ AMPS PH- W VOLT RACEWAY FEEDERS _ NO. SIZE _ NO. - SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL t RECEPTACLCS _ CO_NCEALED OPEN_ _ TOTAL 0.30 AMPe. -- 1.100 A_MPB. -- SWITCHES INCANDESCENT FLUORESCENT &M.V, _ FIXED 0.100 P, P9. OVER APPLIANCES AIR H.P. RATING H.P. HATING CONDITIONING COMP.MOTOR OTHEII MOTORS AMPS CELL HEAT; KW-HEAT - 0-1 OVER — n MOTORS H.P. VOLTAGE FNS No. 1 N,P• VOLTAGE PIIS z MISCELLANEOUS ^� /n/11��-�-�-�,���c //CITY OF 99&% _ �� Office of Building Official REQUEST FOR INSPECTIO Date ���� Permit No. Time • _ A.M. Received PM. !c7535y Job Address Locality Owner's 1 �/ Name I2 Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday P.M. S A.M. Inspection Made / ✓ A.M Inspector Final Inspection El Certificate of Occupancy Dae CITY OF 4&4^4.c /-?MCA_� Office Building fficial Date REQUE FOR SPECTION CO �l r � Time Permit No. /� v Received A.M. P.M. Job Ad ss Locality Owner's Name Contractor BUILDI G CON E ELECTRICAL PLUMBING MECHANICAL Re Roofing r Slab Rough Wiring ❑ Rough E Air Cond. & Insulation Temp Pole El Top Out ❑ Lint _ Final F- Sewer ❑ Heating ElFire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made �� A.M. P.M. Inspector Final Inspection E Certificate of Occupancy ❑ Date CITY OF 4&4a4-c /3eacA- Office of Building Official / Q REQUEST FOR INSPECTION Date ( / 1 &, 3 Z Time Permit No. Received A.M. P.M. CoI / 43 V-9 Ito �l u) Gj Y� `/e Job Address Owner's i a Locality Name 2D Contractor Cc,—r— I—so.oly Czz Qo nS�fl4e BUILDING CONCS ELECTRICAL PLUMBING Framing MECHANICAL Fr Roofing ❑ Sot ng ❑ Rough Wiring 11 Rough ❑ Air Cond. & ❑ Insulation ❑ Lintel � Temp Pole 11Top Out Final Heating ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. ed. Thurs. A:M. Friday Inspection Made �J'— �Q U A.M. P.M. Inspector _ Final Inspection ❑ Certificate of Occupancy ❑ Date PSR-3844 16629 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH - PERMIT INFORMATION - - - - - - - LOCATION INFORMATION ---- -- ermit Number: 16629 Address - 1949 SEVILLA BOULEVARD WEST Permit. Type :MECHANICAL ATLANTIC BEACH . FLORIDA 32233 Class of Work:NEW -------- LEGAL DESCRIPTION ---------- - Constr . Type:WOOD FRAME Block: Lot : 18 Twp: 0 Proposed Use: SINGLE FAMILY Section: 0 Subd: Rna: In I Dwellings : 0 Subd.ivision : SEVILLA GARDENS UNIT II Est Value: 0 . 00 Improv . most : 0 . 00 f Total ' ees : 43 . 00 Amount V aid : 43 . 00 Date Paid: 6/09/1999 urk - TN►-ITALL CENTRAL HEAT AND AIR - --- - OWNER INFORMATION --__.__..._-- --__-_-- APPLICATION FEES ---- - - _ ame: NEFTALIM DIAZ -E'RMIT 43 .00 . ddr : 11553 MANDARIN FOREST DRIVE hone: FLORIDA 32221 taone: ( 904 )262-6471 ---- CONTRACTOR INFORMATION - - - --me: SCOTT AIR TECHNOLOGY 3645 ST . AUGUSTINE ROAD JACKSONVILLE, FLORIDA 32207 is CAC035526 Exp: / NOTES: 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 MECHANICS' 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. $43.0014 Feb-09-98 15 : 13 P . 0_ BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH AtLAN71C BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant) to complete all iterns in sections I, II, III, and IV. Street Addrers! LOCATION __ 19 4'1n SPS[1i�- — I l s OF Intersecting Streets- Between )f1� And -S, BUILDING �- Sub•divition_ — ll. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the worl as described in the ahr,e statement we hereby Agree to perform said work in accordance with the eltachad plans and specrfications which are a pert hereof and in arcordanre with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical Contractors Contractor (Print) Mester Name of Property Owner Al Signature of Owner Signature of or Authorised Agent ¢� y 1� �U—1 Archifect or Engineer If III. GENERAL INFORMATION A, Type I heating fuel: f3. IS OTHER CONSTRUCTION BEING DONE ON HKfnc Ts41S BUIL GING OR SITE 7 ,QZ Cl Gas--❑ LP ❑ Nafvral ❑ Central Utility IF YES, GIVE N UtAUER�O�F CONSTRUCTION (j Oil PERMIT d— ❑ Other — Specify IV, MICHANIC- L EQUIPMENT TO It INSTALLED NATURE OF WORK (Provide complete list of componenh on back of this form) Residentlal or (.J Commercial Heal ❑ Space [JRetested 9 -Centra) ❑ Floor X_ New Building Air Condrtiening: ❑ Room 0.Central U Existing Building Duct System: Material c�Ttsicknou IJ Replacement of existing system Molimum capacity C�O O c.f,m. New Installation (No system prevlously Uistalled) ❑ Refrigeration L7 Extension or add-on to existing system ❑ Cooling tower. Capacityg.p.m. LJ Other — Specify ❑ F;rer sprinkler: Number of heeds. Cl Elervefor ❑ Manlift ❑ Etculafor, (number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumps (number) (RKefMJ) ❑ Tanks. (number) Remarks ❑ LPG confeinert (number) ❑ Unfired pressure veuel - ❑ Sellers Permit Approved by ❑ Other — Specify Permit Fee LIST ALL EQUIPMENT AIA 'CONDITIONING AND REFRIGERATION EQUIPMENT Idumlar Lsa!ta Description Model Number )<taxsutacturer Ca aclty A proving (Tow) oy - � C7 ////11�� //3�CITY OF tq&4I& -"tnn &%d* 4 Office of Building Official REQUEST FOR INSPECTION Date Permit No. '�✓��✓ Time A. Received M. Job Ad ss r i /� Locality Owner's Name Contractor BUILDING C ETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ g Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made P.M. Inspector Final Inspection ❑ Certificate of Occupancy Date PSR-3844 16452 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATI+.:N - _-- - LOCATION INFORMATION ---mit Number : 16452 Address : 1949 SEVILLA BOULEVARD WEST Permit Type :PLUMBING ATLANTIC BEACH , FLORIDA 3223? ass of Work:NEW -------- LEGAL DESCRIPTION --------- onFtr, Tvpe:WOOD FRAME Block : Lot : 1E Twp: 0 roposed Use: SINGLE FAMILY Section: O Subd: Rna: 0 L'weli ?nas : 0 Subdivision : SEVILLA GARDENS UNIT II Est . Value: 0 . 00 nprov . Cost . 0 . 00 Total Fees : 74 . 50 ^ .i, Paid: 74 . 50 Paid- 7NSTALL PLUMBING IN NEW -`wNER INFORMATION _ __._ _.. _.__ APPLICATION FEES NEFTALIM DIAZ :sI"`Mirr �! . 5" r 11'5'":s MANDARIN FOREST DRIVE J ;t'KSONVILLF : FLORIDA 32223 one Qf-: ! ) 262- _ -A?1 -- CONTRACT?P. INFORMATION :ne : JERRY' S PLUMBING Ir , 3709 MAIN STREET MIDDLEBUR�'- . FLORIDA 32058 c CF17048491 Exr: ' 'e. 4 NOTES: 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 MECHANICS' 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. ATLANTIC BEACH BUILD I G DEP MENT By: CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: ZX 51 /// 11A 20- L"d OWNER OF PROPERTY: PLUMBING CONTRACTOR: CONTRACTOR'S ADDRESS: `3 ( c( STATE LICENSE NUMBER: r [--G Q L �y TELEPHONE: HOW M"Y OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS �- LAVATORIES _WATER HEATERS BATH TUBS _DISHWASHERS URINALS ' DISPOSALS 3 CLOSETS C WASHING MACHINES FLOOR DRAINS ` SHOWER PANS OTHER TOTAL FIXTURES: X 3.50 + $15.00 MINIMUM PERMIT FEE = $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. PROPERTY E?ESCRIPTION RECEIVED Lot # Bloch # Section #-V IT 1 APA 6 Subdivision: SEVI1_l C4A0_FMS Il 1 1998 Street Name LrSC=TION OFY of Atlantic Beach or Address: M49 5EV)a4 8i-yo . W Uilding and Zoning (If in a FLOOD HAZARD Flood Zone: area complete page 3) BriefD�!scrip-tion N4 U7 i�A-mi r0ejucr"= Class of Wo k: (New/S NK FAYKIc)" Remodel/Addition: ZONING Type of Construction: WOOD EgAwMy- Zoning Proposed f District: Use: Estimated Value $ �, ©�V Exceptions or Variances Materials: Granted: Solid or Filled Graund:_ 15p i Roof- Method of Heating: EI�C_T�21L OWE INFORM�iTION c i VProperty Owner: Phone: � 49= 6 �/ ,zMailing Address .�-- Zip: ;P CONTRACTOR INFiOlUd ATION Contractor: &ILLSOO 6 p• 6 Phone- 61 q Z 2c}Q S_ Mailing Address: OC PIMC ! - -TA X . EL-A zip= 3 Z-Z Expiration STATE LICENSE N0: Date: 7 ty I HEREBY CERTIFY THAT I HAVE READ AND EXALtINED 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 LOCM, 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 BEEN OR SHALL BE PROVIDED AS REQUIRED. VOwner Signature DATE 'VContractor Signature , DATE SWORN TQjNND SUBSCRIBED BEFORE ME BY F O NdGJ THIS DAY OF 1, 199 . A/1 /Z/// NOTARY PUBLIC ."z'''ry'' MY MALL COMMIS$ /CC 609645 s: EXPIRES:AprN 22.2001 R. ,. Bonded ituu Notary h0 k UMawdtus CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must be received by 5 P.M, on the MONDAY prior to the ached meet order tc be placed on the agenda fcr consideration IN OMPI FTF APPLICATIONS WILL NOT BE PROCESSED, 1 V /v APPLICANT NAME ADDRESS TELEPHONE 2. ADDRESS OR LEGAL DESCRIPTION OF PROPOSED TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL: 4 SPECIFY TREES PROPOSED FOR REMOVAL AS FOLLOWS- NUMBER SPECIES DIAMETER (DBH) CONDITION 5. TOTAL NUMBER OF TREES TO BE REMOVED: 6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: ` 7. SPECIFY PROROSED REPLACEMENT TREES AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) 8. ATTACH SITE PLAN INDICATING THE FOLLOWING.- a) OLLOWING:a) Site topography, including proposed grade changes b) Existing and proposed buildings and other improvements with dimensions and required setbacks c) Tree protection zones as applicable d) Location, DBH and species of all trees with a DBH of six inches or greater e) Location, DBH and species of all trees with DBH of less than six inches proposed to be used for mitigation f) Specify trees of unique or special character g) Each tree proposed for removal clearly marked with a °X' h) All existing and new trees proposed to be used for mitigation clearly marked with brackets "[ ]" 1) Location of utilities, easements and material storage areas 9. ALL TREES PROPOSED FOR REMOVAL MUST BE CLEARLY MARKED ON SITE BY RED SURVEYORS RIBBON. 10. ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MUST BE CLEARLY MARKED ON SITE BY BLUE SURVEYORS RIBBON. 11. INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II. TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CITY OF ATLANTIC BEACH: APPLICANTS SIGNATURE DATE OWNERS SIGNATURE DATE APPROVED : TREE CONSERVATION BOARD CHAIRMAN DATE TREE PROTECTION PROPERTY LINE PRIVATE PROTECTED TREE0 20.00' D B JHF�PL OR MORE --- --- -- -- - -- --- --- i 1 I , 7.50'- PRIVATE .50'PRIVATE I I > PROTECTED TREE I 0I 0 PRIVATE PROTECTED TREEPROPERTY I LINE � I 10 0 1 DBHOF20" OR MORE1 = ui L I 1 ¢'0 0 m LINOPERTY o i( D B H OF 10- OR MORE IN COMMERCIAL & INDUSTRIAL PRIVATE m w i PROPERTY) I PROTECTED > TREE 001 � i I 7.50' �g---- - - PRIVATE PROTECTED TREE D B H OF 6" OR MORE 20.00' PROPERTY 0 LINE PROPERTY LINE SIDEWALK SIDEWALK PUBLIC PROTECTED TREE D 6 H OF 6" OR MORE (PUBLIC STREET) (PUBLIC STREET) A. PRIVATE PROTECTED TREE 1. ANY TREE WITH A D 6 H OF: SIX (6) INCHES OR MORE LOCATED ON ANY LOT WITHIN TWENTY (20) FEET OF A STREET RIGHT-OF-WAY OR REAR PROPERTY LINE. SIX (6) INCHES OR MORE WITHIN SEVEN AND A HALF (7.5) FEET OF ANY OTHER PRIVATE PROPERTY LINE AND TWENTY (20) INCHES WITHIN ANY OTHER PORTION OF THE LOT. (EXCEPT 10- FOR COMMER- CIAL & INDUSTRIAL PROPERTY) 2. ANY CHAMPION TREE SO DESIGNATED BY THE FLORIDA DIVISION OF FORESTRY, OI�ARTMENT OF AGRICULTURE. B. PUBLIC PROTECTED TREE SAME AS PRIVATE PROTECTED TREE PLUS ANY TREE SIX (6) INCHES OR LARGER WITHIN CITY RIGHT-OF-WAY. C. EXCEPTIONAL SPECIMEN TREE ANY TREE ON PRIVATE OR PUBLIC LAND DESIGNATED BY THE CITY COUNCIL AS A SPECIMEN TREE. TREEPRO PSR38-: 16362 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION ---- - ------ LOCATION INFORMATION ---- -- r'ermi.t Number : 15362 kddress : 1949 SEVILLA BOULEVARD WEST Permit Type: BUILDING ATLANTIC BEACH . FLORIDA 32233 Mass of Work:NEW --------- LEGAL DESCRIPTION --------- -- Constr . Type :WOOD FRAME Block: Lot : 18 Twp: Proposed Use: SINGLE FAMILY Section: 0 Subd: Rng: Dwellinas : 0 Subdivision: SEVILLA GARDENS UNIT II Est . Value : 0 .00 Improv. Cost : 159 , 511 .00 Total Fees : 3 , 420 . 44 Amount Paid- 3 . 420 . 94 Date Paid- 4/30/1998 DeC^c--ONSTRUCT NEW HOME PEP. 71.2NNIz - HSF 2095 --------- :"JWNER INFORMATION -- ----- ------ APPLICATION FEES "dame : NEFTALIM DIAZ PERMIT 975.00 3ddr, 11.5.53 MANDARIN FOREST DRIVE WATER IMPACT FEE 730 . 00 JACKSONVILLE , FLORIDA 322''z -SEWER IMPACT FEE 1 . 250 . 00 419042262-;547' WATER METER./TAP8; . 0 RADON GAS-H. R . . 9. 95 - - 'ONTRACTCR INFORMATInH - _ ._ _ .. /RADON CAB 5% 0 . 52 'dame. CARLSON & CO , CONTRACTORS INC . ,CAPITAL IMPROVE : 325 . 00 11.ddr' 2409 PINE ISLAND COURT SEWER TAP 9 .00 JACKSONVILLE BEACH . FL 32250 -{CROSS CONNECTION 35 .00 Lic : IRC012930 Exp: ! SEC H IMPACT FEE 0 .00 Type : :! -V'ONST . SURCHARGE 9. 421 (SCHARGEIATL.BCH . 1 05 NOTES: 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 MECHANICS' 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. eipte $3429..�r ATLANTIC BEACH BUILDING DEPfTMENT By: CITY OF ATLANTIC BEACH PERMIT CALC��ULnnATION SHEET Address__ 9 c Date X29 —(:i ? Heated Sauare rootage @ �.� PPr sa it = S Garage/Shed •�� �/- @ $ -V� per s,. f _ - S U 3� Carport%Porcr J o j�_6-0 Per sCT �t = S_ WJS Patio (J ,)_per sa rt = S TOTAL: VALUAT`{rj lSs 9, ll 0 0L> Valuation 1st S ,Ooo Q Remainina Value , per thousand or portion thereot TOTAL BUILDING FEE S + i;` L Filing Fee $ Z � O Fireplaces @ $15 . 00 BUILDING PERMIT FEE S— QU WATER IMPACT FEE $ 30_ 0 SEWER IMPACT FEE S r 2-S-0 OZ WATER METER/TAP S 'pSOt _ CAPITAL IMPROVEMENT SEWER TAF S ,ad 5 S) RADON ( HRS ) CG-r:0 N ,J SECTION H PAVING i $ HYDRAULIC SHARES _b CROSS CONNECTION $� �.0 Q73r SURCHARGE . 0050 S Z� OTHER $ GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimminaPool Septic Tank Well ; Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : RINANCIA%PPINIING^" Nb EBF;: 8915 Pg: 1354 Doc# 98089495 110tiee of Commencement Filed 8 Recorded 04/1E/98 (/R[rARR IN OU.UGT[) 01:19:05 P.M. HENRY W. COOP. CLERK, CIRCUIT COURT LO LO DUVAL COUNTY, FL M To whom it may concern: REC. $ 6.00 The undersigned hereby informs you that improvements will be made to certain real property, and in m accordance with section 713.13 of the Florida Statute&, the following information is stated in this NOTICE G OF COMMENCEMENT. in Description of proper T _ -1A LA= -------------- 0 PA&e _�_7�_4 F p��( ��c .F cg►2a _..�'F_ _tl_1C _ c�_4'_N_£ {—l�Lok l _------------ 0 _,, M General description of improvements ------ [Y�_ ___T!iL',_LL x__ CL L.QEAU�_____________. --------------------------------------------------------------------------------------------------------- Owner1---------11_ z---------------------------------------------------------- j� Address -----� Owner's interest in site of the iinp:rovement ------------ ----------- Fee Simple Title holder (if other than owner) _---_---_-_lY/i1------------------------------------------- Name ------------------ ------------------------------------------------------------------------------ Address ---------------------------------------------------------•--------------------------------------- n /} -- l✓r 0 � Contractor S,.-_-�=/ZLS d�---�=--C Ml?t�Ily Y.__ �U�1.'�jZ4�t>1- -�LS--+��' L. -------- -------------------- CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MFASURE!ENT OF WATER DE.'!AND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE- WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. 3 BATHROOM GROUP CONSISTING OF SERVICE WATER CLOSET, LAVATORY & BATH p 1NK TRAP STAND (8) TUB OR SHOWER STALL (6) / 0 WAWATER CLOSET TESt CLOSET, TAMC OPERATED (4) VALVE OPERATED (8) C) BATHTUB/SHOWER (2) URINAL WALL LIP (4) nl _SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) y SHOWEI STALL DOMESTIC (2) �} LAUNDRY TRAY (Z) LAVATORY (1) � _CCN.BINATION SINK AND TRAY (3) WASHING MACHINE (3) ,3 POT, SCULLERY SINK ( :1 DISHWASHER (2)(2) WASH SINK EACH SET OF (2) 0 ��� FAUCETS (2) DENTAL LAVATORY (1) KITCaM SINK WITH WASTE _DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) _URINAL STALL, WASHOUT (4) t FLUSHING RI1i SINK (8) _C0142INATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL. PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) __LAVATORY, BARBER/BEAUTY :1SHOP (2) ICE MAKER (1/2) SURGEONS SINK (3) O LAVATORY, SURGEONS (2) —0—JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS 36 , 5 $20.00 EAcs $ �3 O 00 105 IHFORHATION MAP SHO AR'G BOUNDARY SURVEY OF LOT /8 BLOCK -/--- AS SHOWN ON MAP OF SEV14L A 6.4.2 0fkJJ' OA-J-17- 7u-io AS RECORDED IN PLAT BOOK d5 PAGES 7' 7 A OF THE PUBLIC RECORDS OF DUVAL COUNT, FLOIRIDA CER77FIED FOR: ,Y i /Yc�"�"T•�.C.�f VI / 7 46,' 4B ' 33" m m r N \ O N N / 0 0 m / I I 3� oo. CN:: 3Z. 19 P•�. 40000 3' 1ti� J 4G ' 37 42" X1 E V/ L L E Z y T I\Carl APR 16 1998 City Of Atlantic NOT VALID UNLESS EMBOSSED WITH SEAL OF THE UNDERSIGNED. BEARINGS BASE ! ';�+'r'i Z4N S SHOWN THE PROPERTY SHOWN HEREON APPEARS TO LIE WI THIN FLOOD HAZARD ZONE _AS SCALED FROM FL 000 INSURANCE RATE MAP—.,-- FOR THE CITY Of c1 Ll 0A?NTl C FLORIDA, DATED 4-�7 -�3� _. AND ��33CAC14 _ IS SHOWN AS A COURTESY ONLY AND DOES NOT CONSTITUTE A CER77FCAT70N OF SAME. Department of Community Affairs SN: 1234 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: BUILDER: MIKE HALL AND ADDRESS: 18 SEVILLA GARDENS PERMITT NG CLIMATE OWNER: N�r7��//�I�I�Z OFFICE/JrLA a��� � ZONE: 11 _1 21_1 31� PERMIT NO.1 (� JURISDICTION NO.�A(,/ �CK� 1. New construction or addition 1. New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3 . If Multifamily-No. of units 3 . 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq. ft. ) 5 . 2095 . 00 6. Predominant eave overhang (ft. ) 6 . 2 . 00 7 . Porch overhang length (ft. ) 7 . 8 . 00 8 . Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O . Osgft 282 . 00sgft b. Tint, film or solar screen 8b. O. Osgft O. 00sgft 9 . Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0. 00 , 215. 00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11. 00, 1465. 00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11. 00, 188. 00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=19 . 00 , 88 . 00sgft a. Under attic (Insulation R-value) lla.R=30. 00 , 2095. 00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6 . 00 uncond 13 .Cooling system 13 . Type: Central A/C SEER: 10. 00 14 .Heating System: 14 . Type: Heat Pump HSPF: 7 . 20 15.Hot water system: 15. Type: Electric EF: 0.92 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18 . HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19 . 99. 66 a. Total As-Built points 19a. 38590.93 b. Total Base points 19b. 38723 . 30 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: 553 . 908 F.S . I hereby certify that this building is in compliance with he 1 Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE:- DATE: Department of Community Affairs SN: 1234 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: BUILDER: MIKE HALL AND ADDRESS: 18 SEVILLA GARDENS PERMITTING CLIMATE OFFICE: ZONE: 11_1 21_1 311 OWNER: PERMIT NO. JURISDICTION NO. I . New construction or addition 1 . New Construction CK 2 . Single family detached or Multifamily attached 2 . Single-Family 3 . If Multifamily-No. of units 3 . 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5 . Conditioned floor area (sq. ft. ) 5 . 2095. 00 6. Predominant eave overhang ( ft. ) 6 . 2 . 00 7 . Porch overhang length (ft. ) 7 . 8 . 00 8 . Glass area and type: Single Pane Double Pane a. Clear Glass 8a . O . Osgft 282 . 00sgft b. Tint, film or solar screen 8b. O . Osgft O . 00sgft 9 . Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0 . 00 , 215. 00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11. 00, 1465. 00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) lOb-2 R=11 . 00, 188 . 00sgft 11-Ceiling type area and insulation: a. Under attic (Insulation R-value) lla .R=19 . 00 , 88 . 00sgft a. Under attic (Insulation R-value) lla .R=30. 00 , 2095. 00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6 . 00 uncond 13 -Cooling system 13 . Type: Central A/C SEER: 10 . 00 14 .Heating System: 14 . Type: Heat Pump HSPF: 7 . 20 15.Hot water system: 15 . Type: Electric 16-Hot Water Credits : (HR-Heat Recovery, 16 . EF: 0. 92 DHP-Dedicated Heat Pump) 17 . Infiltration practice: 1, 2 or 3 17 . 2 18 -HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18 . HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19 . EPI (must not exceed 100 points) 19 . 99 . 66 a. Total As-Built points 19a. 38590. 93 b. Total Base points 19b. 38723 . 30 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: 553 . 908 F. S . I hereby certify that this building is in compliance with or ' a Energy Code. OWNER/AGENT: BUILDING OFFICIAL: L-g'^-�' DATE• yi - DATE: ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE #1 606. 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. ------------------------------------------------------------------------------- Windows 606. 1 Maximum of 0. 34 CFM per linear foot of operable sash crack (includes sliding glass doors) . ------------------------------------------------------------------------------- Exterior & 606. 1 Maximum of 0 . 5 CFM per sq. ft. of door area: solid Adjacent Doors core, wood panel , insulated or glass doors only. ------------------------------------------------------------------------------- Exterior Joints 606 . 1 To be caulked, gasketed, weather-stripped or other- & Cracks wise sealed. ------------------------------------------------------------------------------- PRACTICE #2 606. 1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: ------------------------------------------------------------------------------- Exterior Walls 606. 1 Top plate penetrations sealed. Infiltration barrier & Floors installed. Sole plate/floor joint caulked or sealed. ------------------------------------------------------------------------------- Exterior Walls 606. 1 Penetrations, joints and cracks on interior surface & Ceilings caulked, sealed or gasketed. ------------------------------------------------------------------------------- DuctWork 606 . 1 Ductwork in unconditioned space must be sealed. ------------------------------------------------------------------------------- Fireplaces 606. 1 Equipped with outside combustion air, doors and flue dampers. ------------------------------------------------------------------------------- Exhaust Fans 606. 1 Equipped with dampers. Combustion devices see 606. 1.A. 2 . ------------------------------------------------------------------------------- Combustion 606. 1 Be in unconditioned space (except direct vent) , draw Appliances air from unconditioned space, exhaust to outside. Cooking appliances shall be dampered and use intermittent ignition. ------------------------------------------------------------------------------- ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. ) ** ------------------------------------------------------------------------------- Water Heaters 612 . 1 Comply with efficiency requirements in Table 6-12 . Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built- in heat trap required. ------------------------------------------------------------------------------- Swimming Pools 612 . 1 Spas and heated pools must have covers (except solar & Spas heated) . Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent. ------------------------------------------------------------------------------- Shower Heads 612 . 1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. ------------------------------------------------------------------------------- HVAC Duct 610. 1 All ducts, fittings, mechanical equipment and plenum Construction chambers shall be mechanically attached, sealed, ins- Insulation & ulated and installed in accordance with the criteria Installation of Section 610. 1.ABC. 2 & 610. 1.ABC. 3 . Duct in attics must be insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closet. ------------------------------------------------------------------------------- HVAC Controls 607 . 1 Separate readily accessible manual or automatic thermostat for each system. ------------------------------------------------------------------------------- Insulation 604 . 1 Ceilings minimum R-19 . Common Walls - Frame R-11 or 602 . 1 CBS R-3 both sides. Common ceiling & floors R-11. ------------------------------------------------------------------------------- SUMMER CALCULATIONS BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF POINTS ------------------------------------------------------------------------------- NE 26. 00 65. 8 1710. 8 DBL CLR NE 20. 0 57 . 7 . 78 902. 2 DBL CLR NE 6. 0 57 . 7 . 78 270. 7 SE 54 . 00 65. 8 3553 . 2 DBL CLR SE 24 . 0 79 . 1 . 49 933 . 1 DBL CLR SE 6. 0 79 . 1 . 36 172 . 2 DBL CLR SE 24 . 0 79. 1 . 71 1349. 6 SW 57 . 00 65. 8 3750. 6 DBL CLR SW 6. 0 79 . 1 . 71 337 . 4 DBL CLR SW 16. 0 79 . 1 . 71 899. 7 DBL CLR SW 20. 0 79 . 1 . 71 1124 . 7 DBL CLR SW 15. 0 79 . 1 . 71 843 . 5 NW 145. 00 65. 8 9541. 0 DBL CLR NW 20. 0 57 . 7 . 78 902 .2 DBL CLR NW 47 . 0 57 . 7 . 78 2120.2 DBL CLR NW 48 . 0 57 . 7 . 50 1376. 1 DBL CLR NW 30. 0 57 . 7 .78 1353 .3 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 2 , 095. 00 282 . 00 1. 114 18, 555. 60 20, 677 . 65 12 , 584 .90 NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1465. 0 .9 1318 . 5 Ext Wood Frame 11. 0 1465. 0 1. 70 2490. 5 Adj 188 . 0 . 7 131. 6 Adj Wood Frame 11 . 0 188 . 0 . 70 131.6 DOORS---------------- Ext 21. 0 6. 1 128 . 1 Ext Insulated 21. 0 4 . 10 86. 1 Adj 19 . 0 2 . 4 45. 6 Adj Insulated 19. 0 1. 60 30.4 CEILINGS------------- UA 2095. 0 . 6 1257 . 0 Under Attic 30. 0 2095. 0 . 60 1257 . 0 Under Attic 19 . 0 88 . 0 1. 10 96.8 FLOORS--------------- Slb 215. 0 -37 . 0 -7955. 0 Slab-on-Grade . 0 215. 0 -41. 20 -8858. 0 INFILTRATION--------- 2095. 0 8 . 0 16760. 0 Practice #2 2095. 0 8. 00 16760.0 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- TOTAL SUMMER POINTS 32, 363 . 45 24 , 579. 30 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 32, 363 . 45 . 37 11, 974 . 48 1 24 , 579 . 30 1. 00 1. 100 . 340 1. 000 9, 192 . 66 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- D 7 z w $ A m co D n ] A � o 0 0 , \ \ / 0 -1 0 I / m / ® 2 > C6 $ m 02 w > C6 $ �_ 0 2 � 2 q U) C) n A f 0 � 2 t. 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C7 p Q � n � n � 0 � 0 _> rn rn a o p o m m o a N o �. ° o rn a Q 0 a s a a 3 o o =r =r > 0 o � 0 0 0 a � (n ° o (n x ° ° 3 0 3 w 0 � ° 3 r. �l -� 0 0 O � Qm =. w :3 CL M' Co o -< 3 ° = 3 3 � 3 0 o (Q(Q cn o (Q 0 (Q 3 � 3 o c Q N 3 3 0 :3 o m �, c (n o m o m 3 (� N ° :3w m = 0 0 3 (n O w 3 N 3 o -0 > > >U) ow wv :3 3w w w D 0 a- cn uQi x (D N rn o �' � Q ' Z m z a ° _ w w 3.0 � (a 0s Xo Xo r (D a v m s m Q 0 r- m w (n z a 3 3 w (P 0 0 5 6 a 9 " m oo m om � m � (D +n [n � 1 �« (p N 70 v N3 j z (,) =n O) -+ W . O1 r-r O I 1 1 1 r-► O a ° _ O Q ° a ° 1 o (D . j o 3 o OD m 0 0 o D rn X N Q (D j � j0) OD d7 - O 0 =T O 3 �-n X Om m (D r- 3 x x o- Co W 177 vC a a x r N N N O �'' (D 7c c W ((DD W (D CA) Z Wrn 7 N 70 = (n = p) N N N N N N X w O X ¢) X w A cn = 7 = = moo :3 0N 7 N :3:3 w > > - (n U1 ' N N N IQ Z 30 3 W r 7 m C 7 O 7 m C7 (� N. CD S cn w rr W w w (n m - (n =r (n = a Q x m m N ZO 5D 0? A NO D 1 cOoo ao 1 D ` X O + O d S m W. m NJ o m :3Z x — o a ,v c OLO(0m m D N (N 'a X 0) 7 w N a m w 7 Z CO D O j r V w Z 00 w (n 7co (,) rn N s N N m A 0 J l 1 3 5 W J W B0 0 J 3 0 W Ck 0 J e 9 O 30-f P o 0 PB2 0 B07 PBP B07 0 0 90-( c� c� m m 0 e 0 0 0 4 0l CJ R3R 1 ✓6 R 0 0 F PLACEMENT PLAN NG OFp�C vib- 1-0- JUN 18 1998 0ZHIQ 86iL0/h0 . . 0Bh&95B0LZZtnE06J I� XHaApo6�j[oIsn�-!8L [ne6) ON 9O31U1 JS NOIS[n3a 41noS an0 aus� 091 1 Z H I O as enn pa e H V ssai aagwn-I aabueaE) PPSu SS3a00U THH ]BIW a3aN� E S L L L L L S �i I I [ Job russcuss e YP Y Ply MIKE HALL DIAZ DIAZ A01 ROOF TRUSS 1 2 , Granger Truss, Jax, O5 4. - s -& I e nus nes, nc. Thu lay age 3-8-13 7-0-0 12-10-15 18-8-2 24-5-5 ( 30-2-7 35-11-10 41-10-9 47-2-0 48-6�0 3-8-13 1 3-3-3 5-10-15 5-9-3 1 5-9-3 5-9-3 1 5-9-3 5-10-15 1 5-3-7 4 7.00 Ff2- C V E G I �"�W21 1 W2 1 1 1 W 1 4 0Bi W5 K 0 v u T s R Q P O N M L I 3-8-13 7-0-0 12-10-15 18-8-2 24-5-5 30-2-7 35-11-10 41-10-9 47-2-0 1 3-8-13 3-3-3 5-10-155-9-3 5-9-3 5-9-3 5-9-3 5-10-15 5-3-7 Plate ses - - [E:0-4-12,0-3-0], [G:0-4-12,0-3-0], - - [M:0-2-12,0-2-0], - - , - [S:0-3-0,edge] LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.71 Vert(LL) 0.52 Q >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.81 Vert(TL) -0.88 Q-R >642 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(TL) 0.15 L n/a BCDL 10.0 Code SBC/ANS195 (Matrix) Min Length/ LL defl = 360 Weight: 600 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-2-3 on center purlin spacing, BOT CHORD 2 X 6 SYP No.2 except end verticals. WEBS 2 X 4 SYP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 on W6 2 X 4 SYP No.2 center bracing. REACTIONS(Ib/size) A=3660/0-3-8, L=3879/0-3-8 Max HorzA=-285(load case 2) Max UpliftA=-1141(load case 4), L=-1304(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=-6681, B-C=-6631, C-D=-8820, D-E=-8820, E-F=-10999, F-G=-10999, G-H=-7939, H-1=-7940, I-J=-5225, J-K=42, J-L=-3711 BOT CHORD A-V=5682, U-V=5682, T-U=5738, S-T=10595, R-S=10595, Q-R=10599, P-Q=10149, O-P=10145, N-0=10145, M-N=4357, L-M=533 WEBS B-V=-51, B-U=50, C-U=357, C-T=3738, D-T=-671, E-T=-2180, E-R=302, E-Q=488, F-Q=-675, G-Q=1038, G-P=292, G-N=-2708, H-N=-667, I-N=4345, I-M=-559, J-M=3918 NOTES G 1)2-ply truss to be connected together with 10d Common(.148"x3") Nails as follows: ., ..1 F.. ��c,�.. Top chords connected with 1 row(s) at 0-9-0 on center. Bottom chords connected , o +`� , . with 2 row(s) at 0-9-0 on center. Webs connected with 1 row(s) at 0-9-0 on center. 2)This truss has been checked for unbalanced loading conditions. Continued on page 2 Job aruss 7nuss Type Qty Ply i DIAZ A01 ROOF TRUSS 1 2 , i ranger cuss, Jax, FL. 32205 4.0-32 s Dec i e nus ries, Inc. Thu May28age NOTES I 3) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 j psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 60 ft by 40 ft with exposure B ASCE 7-93 per SBC/ANS195 If j end verticals or 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 4) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 5) Provide adequate drainage to prevent water ponding. 6)All plates are M20 plates unless otherwise indicated. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1141 Ib uplift at joint A and 1304 Ib uplift at joint L. 8) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-B=-54.0, B-C=-54.0, C-D=-117.6, D-E=-117.6, E-F=-117.6, F-G=-117.6, G-H=-117.6, H-I=-117.6, I-J=-117.6, J-K=-54.0, A-V=-43.5, U-V=-43.5, T-U=-43.5, S-T=-43.5, R-S=-43.5, Q-R=-43.5, P-Q=-43.5, O-P=-43.5, N-0=43.5, M-N=-43.5, L-M=-43.5 Concentrated Loads (lb) Vert: C=-339 2)Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-6=4.0, B-C=4.0, C-D=73.9, D-E=73.9, E-F=73.9, F-G=73.9, G-H=73.9, H-1=73.9, I-J=73.9, J-K=50.3, A-V=-21.8, U-V=-21.8, T-U=-21.8, S-T=-21.8, R-S=-21.8, Q-R=-21.8, P-Q=-21.8, O-P=-21.8, N-0=-21.8, M-N=-21.8, L-M=-21.8 Horz: A-B=-14.0, B-C=-14.0, I-J=95.6, J-K=60.3 Drag: C-D=-0.2, H-1=0.2 Concentrated Loads (lb) Vert: C=263 3)Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-13=24.6, B-C=24.6, C-D=73.9, D-E=73.9, E-17=73.9, F-G=73.9, G-H=73.9, H-1=73.9, I-J=53.3, J-K=29.7, A-V=-21.8, U-V=-21.8, T-U=-21.8, S-T=-21.8, R-S=-21.8, Q-R=-21.8, P-Q=-21.8, O-P=-21.8, N-0=-21.8, M-N=-21.8, L-M=-21.8 Horz: A-B=-34.6, B-C=-34.6, I-J=75.0, J-K=39.7 Drag: C-D=-0.2, H-1=0.2 Concentrated Loads (lb) Vert: C=263 4) 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-13=24.6, B-C=24.6, C-D=73.9, D-E=73.9, E-F=73.9, F-G=73.9, G-H=73.9, H-1=73.9, I-J=73.9, J-K=50.3, A-V=-21.8, U-V=-21.8, T-U=-21.8, S-T=-21.8, R-S=-21.8, Q-R=-21.8, P-Q=-21.8, O-P=-21.8, N-0=-21.8, M-N=-21.8, L-M=-21.8 Horz: A-B=-34.6, B-C=-34.6, I-J=95.6, J-K=60.3 Drag: C-D=-0.2, H-1=0.2 Concentrated Loads (lb) Vert: C=263 5) 1st unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-B=-54.0, B-C=-54.0, C-D=-117.6, D-E=-117.6, E-F=-117.6, F-G=-117.6, G-H=-117.6, H-I=-117.6, I-J=-77.6, J-K=-14.0, A-V=-43.5, U-V=-43.5, T-U=-43.5, S-T=-43.5, R-S=-43.5, Q-R=-43.5, P-Q=-43.5, O-P=-43.5, N-0=43.5, M-N=-43.5, L-M=-43.5 Concentrated Loads (lb) Vert: C=-339 6) 2nd unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Continued on page3 Job russ Truss I ype - y ALL DIAZ _ - DIAZ I A01 ROOF TRUSS 1 2 ' ranger Truss, Jax, FL. 32205 - 4.0-32 s Dec-%-TWj' MiTek Indus nes, Inc. Thu May age LOAD CASE(S) Uniform Loads (plf) Vert: A-B=-14.0, B-C=-14.0, C-D=-117.6, D-E=-117.6, E-F=-117.6, F-G=-117.6, G-H=-117.6, H-I=-117.6, I-J=-117.6, J-K=-54.0, A-V=-43.5, U-V=-43.5, T-U=-43.5, S-T=-43.5, R-S=-43.5, Q-R=-43.5, P-Q=-43.5, O-P=-43.5, N-0=-43.5, M-N=-43.5, L-M=-43.5 Concentrated Loads (kb) Vert: C=-339 Job ,russ russ ype ly MIKE HALL DIAZ DIAZ A02 ROOF TRUSS 1 1 Granger-r-us-s, Jax, FL. 32205---- 4.0-32 s Dec 16 199Mi e nus nes, Inc. Thu May age I 4-8-13 9-0-0 16-8-10 24-5-5 32-1-15 39-10-9 47-2-0 4"D 4-8-13 4-3-3 748-10 7-8-10 7-8-10 7-8-10 7-3-7 -4 7.00 FfT C P2 EF H X5VW2 1 W W2 4 W6 0 O P O N M L K 9-0-0 19-3-8 29-7-1 39-10-9 47-2-0 9-" 10-3-8 10-3-8 10-3-8 1 7-3-7 Plate Offsets [C:0-3-0,0-2-4], - - ,e e , [H:0-3-0,0-2-5], - -12,0-2-4], [P:0-3- ,ege LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.69 Vert(LL) -0.32 N-0 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.96 Vert(TL) -0.70 N-0 >800 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.19 K n/a BCDL 10.0 Code SBC/ANS195 (Matrix) Min Length / LL defl = 360 Weight: 246 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-7-0 on center purlin spacing, BOT CHORD 2 X 4 SYP No.2 *Except* except end verticals. B2 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 7-5-15 on WEBS 2 X 4 SYP No.3 *Except* center bracing. W7 2 X 4 SYP No.2 WEBS 1 Row at midpt D-Q 2 Rows at 1/3 pts G-L REACTIONS(Ib/size) A=1733/0-3-8, K=1820/0-3-8 Max Horz A=-125(load case 2) Max UpliftA=-342(load case 4), K=-422(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=-3022, B-C=-2836, C-D=-2439, D-E=-3701, E-F=-3578, F-G=-3578, G-H=-2064, H-1=-2463, I-J=42, I-K=-1749 BOT CHORD A-Q=2542, P-Q=3534, O-P=3534, N-0=3840, M-N=3344, L-M=3344, K-L=242 WEBS B-Q=-154, C-Q=1057, D-Q=-1339, D-0=383, E-0=-199, E-N=-377, G-N=536, G-L=-1565, H-L=791, I-L=1822 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 25 ft oTRZ�F�c� ^S.. above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead ., load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 60 ft by 40 ft with exposure B ASCE 7-93 per SBC/ANS195 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they -3� are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip ��,'• increase is 1.33 -, ,*' IA1 ' 7 1999 3) Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. Continued on page 2 Job russ russ I ypey DIAZ A02 ROOF TRUSS 1 1 Granger-17russ, Jax, -. - s ec Inc. Thu May age NOTES 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 342 Ib uplift at joint A and 422 Ib uplift at joint K. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard o suss russ ype yLL DIAZ DIAZ A03 ROOF TRUSS 1 1 I Granger russ, ax, _--_- 4.0-32 s Dec i e nus nes, Inc. Thu May age 5-8-13 11-0-0 17-8-10 24-5-5 31-1-15 37-10-9 42-4-9 47-2-0 48-6-10 5-8-13 1 5-3-3 6-8-10 6-8-10 6-8-10 6-8-10 1 4-5-15 4-9-7 1-4-6 7.00 FIT c T2 D E F Ta G H B W VJ2W3V02 V 2 1 VJ2 4 W4 w 131 B3 KF s R Q P ON M L 11-0-0 1748-10 24-5-5 31-1-15 37-10-9 47-2-0 11-0-0 6-8-10 1 6-5-10 6-8-10 6-8-10 1 9-3-7 Plate se s (X,Y): [A:0-0-0,0-04], [C:0-3-4,0- - , :e ge, - - - - ,e ge LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) -0.24 P-Q >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.54 A-S >999 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.17 L n/a BCDL 10.0 Code SBC/ANS195 (Matrix) Min Length / LL defl = 360 Weight: 274 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-11-12 on center purlin BOT CHORD 2 X 4 SYP No.2 spacing, except end verticals. WEBS 2 X 4 SYP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 8-1-8 on W7 2 X 4 SYP No.2 center bracing. WEBS 1 Row at midpt D-S, G-M, I-L REACTIONS(Ib/size) A=1733/0-3-8, L=1820/0-3-8 Max Horz A=-149(load case 2) Max UpliftA=-342(load case 4), L=-422(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=-2983, B-C=-2715, C-D=-2304, D-E=-3166, E-F=-3166, F-G=-3166, G-H=-2026, H-1=-2373, I-J=-367, J-K=42, J-L=-383 BOT CHORD A-S=2516, R-S=2971, Q-R=2971, P-Q=2971, O-P=2840, N-0=2840, M-N=2840, L-M=1853 WEBS B-S=-274, C-S=1007, D-S=-937, D-Q=103, D-P=272, F-P=-359, G-P=454, G-O=122, G-M=-1144, H-M=840, I-M=196, I-L=-2087 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 25 ft `��`�G�;,RK above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead �'•,��iFiCq�;,�, load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 60 ft by 40 ft with exposure B ASCE 7-93 per SBC/ANS195 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they o. 1 are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip - r; S TE MAY 2-11998 increase is 1.33 �••, 3) Provide adequate drainage to prevent water ponding. :�oa�o?••�`, 4)All plates are M20 plates unless otherwise indicated. �, �'',;�`` r4F-r-. Continued on page 2 -Job-- ,russ russ ype - y MIKE HALL DIAZ DIAZ A03 ROOF TRUSS 1 1 ranger russ, Jax, . - s ec i e Industries, Inc. Thu May age NOTES 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 342 Ib uplift at joint A and 422 Ib uplift at joint L. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard Job suss russ ype — y Ply MIKE HALL UIAZ DIAZ A04 ROOF TRUSS 1 1 ranger russ, Jax, -4�-32 s Dec 16 i e nus nes, nc. u May age 6-8-13 13-0-0 20-7-8 28-3-1 35-10-9 41-4-9 47-2-0 4�8$IO 6-8-13 6-3-3 7-7-8 1 7-7-8 1 7-7-8 5-5-15 1 5-9-7 C T9 D E Pr3 G 7.00 iii W1 W1 >4N LO B3 J + Q P O N M L K 6-8-13 13-0-0 24-5-5 35-10-9 47-2-0 6-8-13 6-3-3 11-5-5 11-5-5 11-3-7 Plate ses - - - - - , - [G:0-3-0,0--2: , :ege, - - - - ,ege LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.61 Vert(LL) -0.20 N >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.59 N-P >952 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.16 K n/a BCDL 10.0 Code SBC/ANS195 (Matrix) Min Length / LL defl = 360 Weight: 264 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-7 on center purlin spacing, BOT CHORD 2 X 4 SYP No.2 except end verticals. WEBS 2 X 4 SYP No.3 `Except" BOT CHORD Rigid ceiling directly applied or 8-4-1 on W1 2 X 4 SYP No.2, W1 2 X 4 SYP No.2 center bracing. W8 2 X 4 SYP No.2 WEBS 1 Row at midpt D-P, F-L, H-K REACTIONS(Ib/size) A=1733/0-3-8, K=1820/0-3-8 Max Horz A=-173(load case 2) Max U pliftA=-342(load case 4), K=-422(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=-3038, B-C=-2584, C-D=-2176, D-E=-2660, E-F=-2660, F-G=-1990, G-H=-2353, H-I=-464, I-J=42, I-K=-446 BOT CHORD A-Q=2531, P-Q=2531, O-P=2633, N-0=2633, M-N=2571, L-M=2571, K-L=1923 WEBS B-Q=135, B-P=-438, C-P=885, D-P=-655, D-N=61, F-N=201, F-L=-831, G-L=776, H-L=65, H-K=-2033 NOTES `�t'%111111111" 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 25 ft ��G�-F;RK•yt,��,,��, above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead ��•PI FI q j•� load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed '-S J building, of dimensions 60 ft by 40 ft with exposure B ASCE 7-93 per SBC/ANS195 If end verticals or 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) Provide adequate drainage to prevent water ponding. �` ',,��rte.r_[�.. 4)All plates are M20 plates unless otherwise indicated. Continued on page 2 o suss russ ype - -- y — i DIAZ A04 ROOF TRUSS 1 1 ranger I russ, Jax, FL. 32205 4Z:32—s s ec 16 199TIV117-eUn-du-stries, Inc. Thu May age NOTES 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 342 Ib uplift at joint A and 422 Ib uplift at joint K. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard o , ,cuss cuss Type i y Y IMIKEHA DIAZ A05 ROOF TRUSS 1 1 I ranger cuss, ax, 4Z-3Z s ec16 1997 M iTeK I nus ries, nc. Thu May age 7-7-8 13-11-1 20-2-9 25-3-14 29-2-2 33-0-0 3�4-10 0 6-3-8 6-3-8 6-3-8 1 5-1-5 3-10-4 1 4-3-14 -4 7.00 B T2 C D T3 E F 4 G H I W J K1+ 0 R Q P O N M L 7-7-8 13-11-1 20-2-9 25-4-4 33-6-0 6-3-8 1 6-3-8 6-3-8 5-1-11 1 8-1-12 ae ses - - - - - - - - - - - - - - - - ITC ADING(psf) SPACING 2-0-0 CSI DEFL L (in) (loc) I/defl PLATES GRIP LL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) -0.03 O >999 M20 249/190 DL 7.0 Lumber Increase 1.25 BC 0.25 Vert(TL) -0.08 J-L >999 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.01 J n/a BCDL 10.0 Code SBC/ANS195 (Matrix) Min Length / LL defl = 360 Weight: 237 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, BOT CHORD 2 X 4 SYP No.2 except end verticals. WEBS 2 X 4 SYP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 on W8 2 X 4 SYP No.2 center bracing. WEBS 1 Row at midpt D-P, E-P, E-M, A-R REACTIONS(Ib/size) R=889/0-3-8, L=1403/0-3-8, J=249/0-3-8 Max Horz R=-307(load case 2) Max UpliftR=-212(load case 4), L=-229(load case 4), J=-124(load case 2) Max GravJ=251(load case 6) FORCES (lb) - First Load Case Only TOP CHORD A-B=-167, B-C=-619, C-D=-618, D-E=-618, E-F= 409, F-G=-538, G-H=277, H-1=179, I-J=-41, J-K=38, A-R=-869 BOT CHORD Q-R=10, P-Q=148, O-P=699, N-0=699, M-N=699, L-M=-186, J-L=6 WEBS B-Q=-746, B-P=748, D-P=-351, E-P=-129, E-0=128, E-M=-470, F-M=-78 G-M=808, G-L=-1129, I-L=-235, A-Q=823 NOTES 1) This truss has been checked for unbalanced loading conditions. "" R K 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead •��Z�' P;\ricq'���. ; load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed O building, of dimensions 60 ft by 40 ft with exposure B ASCE 7-93 per SBC/ANS195 If _ a� end verticals or 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 p; ATF 0 increase is 1.3311Q1� fX7P1g�8 3) Provide adequate drainage to prevent water ponding. ;r� •.. .•• �. 4)All plates are M20 plates unless otherwise indicated. Continued on page 2 — MIKE HALL DIAZ Job ,russ russ I ype Qty y DIAZ A05 ROOF TRUSS 1 1 Granger russ, ax, FL. 32205 4.0-32-s--Dec lb 1VVf M1 e nus nes, Inc. Thu May 28 09:23:06 199 FP`a`ge 2 NOTES 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 212 Ib uplift at joint R, 229 Ib uplift at joint L and 124 Ib uplift at joint J. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard i i Job .russ russ ype y PUKE RALL DIAZ DIAZ A06 MONO HIP 1 1 Granger russ, ax, G5 4.0-32 s Dec 16 19 VIVie—kInch_ ustries, Inc. u ay age 3-" 10-9-5 18-2-9 25-4-4 29-2-5 33-6-0 3�-10T0 3-" 7-5-5 7-5-5 7-1-11 3-10-1 1 4-3-11 I-4 7.00(ice B D T 3 W2Vil Vil E W4 Vj5 F G 4 H y 0 P O N M L K J 3-4-0 10-9-5 18-2-9 25-4-4 33-6-0 3-4-0 7-5-5 7-5-5 7-1-11 8-1-12 Plate Offsets [A:0-1-8,0-2-4], - - , - - -12,0-1-8] LOADING - - LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) -0.03 N >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.26 Vert(TL) -0.08 N-0 >999 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.01 H n/a BCDL 10.0 Code SBC/ANS195 (Matrix) Min Length / LL defl = 360 Weight: 226 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, BOT CHORD 2 X 4 SYP No.2 except end verticals. WEBS 2 X 4 SYP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 on W5 2 X 4 SYP No.2 center bracing. WEBS 1 Row at midpt B-0, C-N, D-L, A-P REACTIONS(Ib/size) P=909/0-3-8, J=1319/0-3-8, H=314/0-3-8 Max Horz P=-331(load case 2) Max UpliftP=-216(load case 4), J=-213(load case 4), H=-136(load case 4) Max Grav H=316(load case 6) FORCES (lb) - First Load Case Only TOP CHORD A-B=-376, B-C=-650, C-D=-650, D-E=-702, E-F=142, F-G=44, G-H=-159, H-1=38, A-P=-893 BOT CHORD O-P=1, N-0=310, M-N=522, L-M=522, K-L=-64, J-K=-64, H-J=103 WEBS B-0=-557, B-N=532, C-N=-411, D-N=199, D-L=-250, E-L=707, E-J=-1049, G-J=-197, A-0=747 NOTES G%lu R i J,l ,� 1)This truss has been checked for unbalanced loading conditions. LA. K 2)This truss has been designed for the wind loads generated by 100 mph winds at 25 ft �`Tom,• ,�`IcgT.6: above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed _ 1. 16 building, of dimensions 60 ft by 40 ft with exposure B ASCE 7-93 per SBC/ANS195 If end verticals or 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 '•, �� 7,• 9 increase is 1.33 3) Provide adequate drainage to prevent water ponding. / '��;FR ED 4)All plates are M20 plates unless otherwise indicated. l fill ,Continued Continued on page 2 Job ass I russ Type Qty Ply DIAZ A06 MONO HIP 1 1 ranger cuss, ax, - sDec i e nus nes, Inc. u May age NOTES 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 216 Ib uplift at joint P, 213 Ib uplift at joint J and 136 Ib uplift at joint H. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard I Job russ russ lype y MIKE HALL DIAZ DIAZ A07 ROOF TRUSS 2 1 Granger Truss, Jax, FL.-= 4.0-32 s Dec 16 199jMiTe nus nes, nc. u ay age 5-4-0 10-9-5 16-2-9 21-9-13 27-5-2 33-6-0 31-10x0 5-4 0 1 5-5-5 5-5-5 1 5-7-4 5-7-4 6-0-14 -4- 7.00[T£ B D T 3E W 1 W F G 4 H � �y O N M L K J d 5-4-0 16-2-9 25-4-4 33-6-0 5-4-0 10-10-9 9-1-11 5-1-12 Plate 0 sets - - - - - , - - - - LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.02 L-N >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.24 L-N >999 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.01 H n/a BCDL 10.0 Code SBC/ANS195 (Matrix) Min Length/ LL defl = 360 Weight: 223 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, BOT CHORD 2 X 4 SYP No.2 except end verticals. WEBS 2 X 4 SYP No.3 *Except" BOT CHORD Rigid ceiling directly applied or 10-0-0 on W1 2 X 4 SYP No.2, W1 2 X 4 SYP No.2 center bracing, Except: H-J=6-0-0. W5 2 X 4 SYP No.2 WEBS 1 Row at midpt B-N, C-N, C-L, E-J, A-0 REACTIONS(Ib/size) 0=910/0-3-8, J=1313/0-3-8, H=318/0-3-8 Max Horz 0=-355(load case 2) Max UpliftO=-214(load case 4), J=-220(load case 4), H=-131(load case 4) Max GravH=320(load case 6) FORCES (lb) - First Load Case Only TOP CHORD A-B=-529, B-C=-402, C-D=-534, D-E=-694, E-F=184, F-G=45, G-H=-137, H-1=38, A-0=-880 BOT CHORD N-O=11, M-N=542, L-M=542, K-L=355, J-K=355, H-J=57 WEBS B-N=-71, C-N=-304, C-L=-18, D-L=9, E-L=277, E-J=-985, G-J=-295, A-N=652 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 25 ft G above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed ` building, of dimensions 60 ft by 40 ft with exposure B ASCE 7-93 per SBC/ANS195 If end verticals or 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 _ F increase is 1.33 ".; {�, � 3) Provide adequate drainage to prevent water ponding. !' t, s Q p, 98: 4)All plates are M20 plates unless otherwise indicated. " FREDE��.�`' Continued on page 2 russ I russ I ype 131y MIKE HALL DTAZ DIAZ A07 ROOF TRUSS 2 1 I ranger Truss, Jax, FL-.= 4.0-32 s Dec i e nus nes, Inc. Thu MayFa—g—e2-1 i NOTES 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 214 Ib uplift at joint O, 220 Ib uplift at joint J and 131 Ib uplift at joint H. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. i LOAD CASE(S) Standard I i ISI Job rvss I russ I ype nly Fly MIKE HALL Ul DIAZ B01 ROOF TRUSS 1 2 Granger Truss,Jax,FL.32205 )-32 s Dec 1(5 1997 MiTeK industries,Inc. Thu May age - -4 3-8-13 0 7-0-0 12-4-4 17-6-12 1 22-9-5 27-11-13 33-2-5 1 38-6-9 1 43-10-0 4 -270 1 11-4-03-8-13 1 3-3-3 1 5-4-4 1 5-2-8 1 5-2-8 1 5-2-8 1 5-2-8 1 5-4-4 1 5-3-7 1-4- 7.00[IT D E T2 F a I T3 J K T 1 2 W 2 1 2t!l W 2 4 � 3 W5 vI B B 1 B X W V U T S R Q P O N 3-8-1317-0-0 1 12-4-4 1 17-6-12 1 22-9-5 27-11-13 33-2-5 38-6-9 1 43-10-0 _ 3-8-13 1 3-3-3 1 5-4-4 5-2-8 1 5-2-8 1 5-2-8 5-2-8 5-4-4 5-3-7 Plate Offsets - - - - - - - [U:0-5z"-2-8], - - - - -LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) 0.45 S >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.92 Vert(TL) -0.76 S-T >689 M20H 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz(TL) 0.19 N n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) Min Length/LL deft=360 Weight:503 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-11-10 on center purlin spacing, except end BOT CHORD 2 X 4 SYP No.2 verticals. WEBS 2 X 4 SYP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. W6 2 X 4 SYP No.2 REACTIONS(Ib/size) B=3482/0-3-8,N=3611/0-3-8 Max Horz B=-253(load case 2) Max UpliftB=-1139(load case 4),N=-1216(load case 4) FORCES(lb)-First Load Case Only TOP CHORD A-13=37,B-C=-6092,C-D=-5944,D-E=-7637,E-F=-7637,F-G=-9339,G-H=-9339,H-1=-9339, I-J=-6842,J-K=-6843,K-L=-4737,L-M=42, L-N=-3475 BOT CHORD B-X=5123,W-X=5123,V-W=5135,U-V=9012,T-U=9012,S-T=9012,R-S=8616,Q-R=8616,P-Q=8616,O-P=3933,N-0=364 WEBS C-X=87,C-W=4,D-W=234,D-V=3162,E-V=-617,F-V=-1759,F-T=227,F-S=419,G-S=-611, I-S=926,I-R=225,I-P=-2268,J-P=-606, K-P=3677,K-0=-561,L-0=3669 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 1 row(s)at 0-9-0 on center. Webs connected with 1 row(s)at 0-9-0 on center. 2)This truss has been checked for unbalanced loading conditions. 3)This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 40 ft with exposure B ASCE 7-93 per SBC/ANSI95 If end verticals or 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 4)Except as shown below,special connection(s)required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 5)Provide adequate drainage to prevent water ponding. )AJI llindicated. 7Provide mechanical (by others)of truss to bearing Plate capable of withstanding 1139 Ib uplift at Joint �`�'�,�11 K•"���'�. �� GLY• • yL �, B and 1216 Ib uplift at joint N. .��� •• c� 8)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) J 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 qr Uniform Loads(plf) Vert:A-B=-54.0,B-C=-54.0,C-D=-54.0,D-E=-117.6,E-F=-117.6,F-G=-117.6,G-H=-117.6,H-I=-117.6, I-J=-117.6,J-K=-117.6,K-L=-117.6,L-M=-54.0,B-X=-43.5,W-X=-43.5,V-W=-43.5,U-V=-43.5, T-U=43.5,S-T=-43.5,R-S=-43.5,Q-R=-43.5,P-Q=-43.5,O-P=-43.5,N-O=-43.5 �� F P.'•� Concentrated Loads(lb) 47 2)Wind Left:LuDmber Increase=1.33,Plate Increase=1.33 +. �% JEC E C Continued on page 2 - -- -- -- -- Job ""ss Truss I ype Qty y MIKE RAEL-DIAZ DIAZ B01 ROOF TRUSS 1 2 Granger Truss,Jax, _ 4.0-32 s Dec i e c Industries,Inc. I hu ay : age LOAD CASE(S) Uniform Loads(plf) Vert:A-13=29.7,B-C=4.0,C-D=4.0,D-E=73.9,E-F=73.9,F-G=73.9,G-H=73.9, H-1=73.9,I-J=73.9,J-K=73.9, K-L=73.9,L-M=50.3,B-X=-21.8, W-X=-21.8,V-W=-21.8,U-V=-21.8,T-U=-21.8,S-T=-21.8, R-S=-21.8,Q-R=-21.8,P-Q=-21.8,O-P=-21.8,N-0=-21.8 Horz:A-B=-39.7,B-C=-14.0,C-D=-14.0,K-L=95.6,L-M=60.3 Drag:D-E=-0.2,J-K=0.2 Concentrated Loads(lb) Vert: D=268 3)Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:A-13=50.3,B-C=24.6,C-D=24.6,D-E=73.9,E-F=73.9,F-G=73.9,G-H=73.9,H-1=73.9,I-J=73.9,J-K=73.9,K-L=53.3,L-M=29.7,B-X=-21.8, W-X=-21.8,V-W=-21.8,U-V=-21.8,T-U=-21.8,S-T=-21.8,R-S=-21.8,Q-R=-21.8,P-Q=-21.8,O-P=-21.8,N-0=-21.8 Horz:A-B=-60.3,B-C=-34.6,C-D=-34.6,K-L=75.0,L-M=39.7 Drag:D-E=-0.2,J-K=0.2 Concentrated Loads(lb) Vert: D=268 4)1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:A-13=50.3,B-C=24.6,C-D=24.6,D-E=73.9,E-F=73.9, F-G=73.9,G-H=73.9,H-1=73.9,I-J=73.9,J-K=73.9,K-L=73.9,L-M=50.3,B-X=-21.8, W-X=-21.8,V-W=-21.8,U-V=-21.8,T-U=-21.8,S-T=-21.8,R-S=-21.8,Q-R=-21.8, P-Q=-21.8,O-P=-21.8,N-C=-21.8 Horz:A-B=-60.3,B-C=-34.6,C-D=-34.6,K-L=95.6,L-M=60.3 Drag:D-E=-0.2,J-K=0.2 Concentrated Loads(lb) Vert:D=268 5)1st unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:A-B=-54.0,B-C=-54.0,C-D=-54.0,D-E=-117.6,E-F=-117.6,F-G=-117.6,G-H=-117.6,H-I=-117.6, I-J=-117.6,J-K=-117.6,K-L=-77.6, L-M=-14.0,B-X=-43.5,W-X=-43.5,V-W=-43.5,U-V=-43.5,T-U=-43.5,S-T=-43.5,R-S=-43.5,Q-R=-43.5,P-Q=-43.5,O-P=-43.5,N-O=-43.5 Concentrated Loads(lb) Vert: D=-347 6)2nd unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:A-B=-14.0,B-C=-14.0,C-D=-14.0,D-E=-117.6,E-F=-117.6,F-G=-117.6,G-H=-117.6,H-1=-117.6,I-J=-117.6,J-K=-117.6,K-L=-117.6, L-M=-54.0,B-X=-43.5,W-X=-43.5,V-W=-43.5,U-V=-43.5,T-U=-43.5,S-T=-43.5,R-S=-43.5,Q-R=-43.5,P-Q=-43.5,O-P=-43.5,N-O=-43.5 Concentrated Loads(lb) Vert:D=-347 Job ryss IrussType - — - Qty MIK DIAZ B02 ROOF TRUSS 1 1 ranger cuss, ax, . - s ec i eK Industries,Inc. Thu May age -T-4�0 4-8-13 9-0-0 15-10-10 22-9-5 29-7-15 1 36-6-9 43-10-0 4�5-2T0 1-4- 4-8-13 4-3-3 6-10-10 6-10-10 6-10-10 1 6-10-101 7-3-7 1-4- 7.00 12 D T2 E F G T3 H I W1 W W 1 VA 4 ~ T 5 `' W6 KC B B2 -- 19 R Q P O N M L 9-0-0 18-2-3 27-4-636-6-9 43-10-0 9-0-0 9-2-3 i 9-2-3 I 9-2-37 Plate Offsets - - LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) -0.25 O-P >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -0.54 O-P >969 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.15 L n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) Min Length/LL deft=360 Weight:235 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-10 on center purlin spacing, except end BOT CHORD 2 X 4 SYP No.2 verticals. WEBS 2 X 4 SYP No.3'Except' BOT CHORD Rigid ceiling directly applied or 8-0-2 on center bracing. W7 2 X 4 SYP No.2 WEBS 1 Row at midpt E-R,H-M REACTIONS(Ib/size) B=1695/0-3-8,L=1695/0-3-8 Max Horz B=136(load case 3) Max UpliftB=-398(load case 4),L=-396(load case 4) FORCES(lb)-First Load Case Only TOP CHORD A-13=37,B-C=-2767,C-D=-2578,D-E=-2209,E-F=-3197,F-G=-3197,G-H=-3089,H-1=-1884,I-J=-2259,J-K=42,J-L=-1620 BOT CHORD B-R=2322,Q-R=3067,P-Q=3067,O-P=3303,N-0=2901,M-N=2901,L-M=256 WEBS C-R=-162,D-R=953,E-R=-1093,E-P=328,G-P=-162,G-0=-328,H-0=475,H-M=-1295,I-M=710,J-M=1628 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 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf I bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 40 ft with exposure B ASCE 7-93 per SBC/ANSI95 If end verticals or 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)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 398 Ib uplift at joint B and 396 Ib uplift at joint L. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard Job riss I cuss I ype Ofy DIAZ B03 ROOF TRUSS ranger russ,Jaz, "-32 s Dec f6 1997 MiTeKIndustries,Inc. Thu May age 0T870 8-6-3 16-4-6 24-2-9 -- I 28-7-8 33-6-0 31-10x0 M10 0 7-10-3 7-10-3 7-10-3 4-4-15 1 4-10-8 -4- 7.00� T2 C D E T --- _ F ,n o W1 W3 W1 rn � 4 d, W BIrr3 H I u;' tIT 0 PO N M L K J 8-6-3 16-4-6 24-2-9 33-6-0 8-6-3 7-10-3 7-10-3 9-3-7 Plate se s -6- - - - - - ,e e, - - vedge,0-1-121 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.78 Vert(LL) -0.12 L >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.65 Vert(TL) -0.25 H-J >999 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.07 H n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) Min Length/LL deft=360 Weight: 191 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-0-1 on center purlin spacing, except end BOT CHORD 2 X 4 SYP No.2 verticals. WEBS 2 X 4 SYP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. W4 2 X 4 SYP No.2 WEBS 1 Row at midpt E-N,E-J REACTIONS(Ib/size) P=1227/0-3-8,H=1315/0-3-8 Max Horz P=-232(load case 2) Max UpliftP=-255(load case 4),H=-310(load case 4) FORCES(lb)-First Load Case Only TOP CHORD A-13=450,B-C=-1482,C-D=-1481,D-E=-1481,E-F=-1552,F-G=-1828,G-H=-2033,H-1=38,A-P=-638 BOT CHORD O-P=140,N-0=126,M-N=1917,L-M=1917,K-L=1917,J-K=1917,H-J=1698 WEBS C-N=-455,B-N=1653,E-N=-531,E-L=139,E-J=-449,F-J=542,G-J=-187,B-0=-521 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 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 40 ft with exposure B ASCE 7-93 per SBC/ANSI95 If end verticals or 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)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 255 Ib uplift at joint P and 310 Ib uplift at joint H. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard Z' ;` : c,• •7 199 -Jo-y russ russ ype �1AZ— DIAZ 604 ROOF TRUSS 1 1 ranger ru—ss,Jaa�L.-322 s C ec 7 Mi Tek Indus nes, nc. u ay 8 09: age 2-8-0 9-2-3 15-8-6 22-2-9 27-3-9 33-6-0 3 -10 0 2-8-8 0 6-6-3 6-6-3 1 6-6-3 1 5-1-0 6-2-7 -4- 7.00 FIT B T2 C D ET3 F T In V43 W1 W1 V03 G 4 0 4 `- W6 co � B1 B2 H In �T 0 P O N M L K J 2-8-0 12-5-5 22-2-9 27-2-4 33-6-0 2-8-0 9-9-5 9-9-5 1 4-11-11 6-3-12 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 i Vert(LL) -0.04 K-N >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.49 Vert(TL) -0.18 K-N >999 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.02 J n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) Min Length/LL deft=360 Weight:202 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-11-8 on center pudin spacing, except end BOT CHORD 2 X 4 SYP No.2 verticals. WEBS 2 X 4 SYP No.3*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. W5 2 X 4 SYP No.2 WEBS 1 Row at midpt C-0,E-K REACTIONS(Ib/size) P=974/0-3-8,J=1386/0-3-8,H=182/0-3-8 Max Horz P=-256(load case 2) Max UpliftP=-214(load case 4),J=-224(load case 4),H=-127(load case 2) Max Graves=184(load case 6) FORCES(lb)-First Load Case Only TOP CHORD A-B=-450,B-C=-387,C-D=-972,D-E=-972,E-F=-571,F-G=-732,G-H=280,H-1=38,A-P=-990 BOT CHORD O-P=-1,N-0=891,M-N=953,L-M=953,K-L=953,J-K=-163,H-J=-163 WEBS B-0=-66,C-0=-729,C-N=186,E-N=44,E-K=-552,F-K=31,G-K=895,G-J=-1260,A-0=847 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 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 60 It by 40 ft with exposure B ASCE 7-93 per SBC/ANSI95 If end verticals or 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)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 214 Ib uplift at joint P 224 Ib uplift at joint J and 127 Ib uplift at joint H. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard �IILIIIIIIJJ J, ccs, �•�O.Z, P-(1FiCgT -, �k�k —vl�cl ��/ ;Pt'1998 Job mss Truss-Type DIAZ B05 ROOF TRUSS -Gr—anger-Truss,Jax,FL32205— sEecWT997 MiTekIndustries,Inc. Thu May age 4-8-0 1 12-5-5 20-2-9 i 27-1-9 33-6-0 -10r0 4-8-0 1 7-9-5 1 7-9-5 6-11-0 6-4-7 -4- 7.00 F B l4 D T Vill W2 VIM 1 C:45 3 W4 LO 61 B2 B Ger 0 N M L K JI H 4-8-0 12-5-5 20-2-9 27-1-9 27�F-4- 33-6-0 4-8-0 7-9-5 7-9-5 6-11-0 0-0-11 6-3-12 a LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) -0.03 L >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.30 Vert(TL) -0.09 I-L >999 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.01 H n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) Min Length/LL deft=360 Weight:205 Ib - - - LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-11-5 on center purlin spacing, except end BOT CHORD 2 X 4 SYP No.2 verticals. WEBS 2 X 4 SYP No.3*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. W5 2 X 4 SYP No.2 WEBS 1 Row at midpt C-L REACTIONS(Ib/size) N=983/0-3-8,H=1298/0-3-8,F=260/0-3-8 Max Horz N=-280(load case 2) Max UpliftN=-215(load case 4),H=-213(load case 4),F=-137(load case 4) Max GravF=262(load case 6) FORCES(lb)-First Load Case Only TOP CHORD A-B=-642,B-C=-882,C-D=-882,D-E=-864,E-F=-49,F-G=38,A-N=-948 BOT CHORD M-N=10,L-M=510,K-L=662,J-K=662,I-J=662,H-1=-24,F-H=-24 WEBS B-M=-431,B-L=526,C-L=-435,D-L=311,D-1=-226,E-1=782,E-H=-1141,A-M=758 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 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 60 ft by 40 ft with exposure B ASCE 7-93 per SBC/ANSI95 If end verticals or 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)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 215 Ib uplift at joint N 213 Ib uplift at joint H and 137 Ib uplift at joint F. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard uitq. PSK ti 10 STA`F rr�F � ' ' �VIAY 7'1998 o • — Trwss runs Type Qty y • i DIAZ B06 ROOF TRUSS 1 1 I ranger cuss,Jax, - s ec i e Industries,Inc. u May �94i-47 1995 Page 6-8-0 12-5-5 1 18-2-9 X22-8-6 1 27-2-4 33-6-0 31-19-0 i 6-8-0 5-9-5 1 5-9-5 4-5-13 1 4-5-13 1 6-3-12 -4- 7.00 F12- B 1Q D T 3 E 1 2 1 W 1 F I? G 0 6 W3 4 01 3 H I ' P O N M L K J 6-8-0 I 12-5-5 18-2-9 27-2-4 _ 33-6-0 6-8-0 1 5-9-5 1 5-9-5 1 8-11-11 1 6-3-12 Plate s( - - - _ LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.62 Vert(LL) -0.02 N >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.12 J-L >999 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.02 J n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) Min Length/LL deft=360 Weight:223 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end BOT CHORD 2 X 4 SYP No.2 verticals. WEBS 2 X 4 SYP No.3`Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, W2 2 X 4 SYP No.2,W2 2 X 4 SYP No.2,W6 2 X 4 SYP No.2 Except: H-J=6-0-0. WEBS 1 Row at midpt B-0,C-N,D-L,E-J REACTIONS(Ib/size) P=984/0-3-8,J=1304/0-3-8,H=253/0-3-8 Max Hoa P=-304(load case 2) Max UpliftP=-21 1(load case 4),J=-236(load case 4),H=-117(load case 4) Max GravH=256(load case 6) FORCES(lb)-First Load Case Only TOP CHORD A-B=-750,B-C=-744,C-D=-744,D-E=-823,E-F=85,F-G=-37,G-H=-44,H-1=38,A-P=-916 BOT CHORD O-P=40,N-0=570,M-N=664,L-M=664,K-L=529,J-K=529,H-J=-32 WEBS B-0=-286,B-N=321,C-N=-300,D-N=147,D-L=-29,E-L=230,E-J=-972,G-J=-322,A-0=675 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 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 40 It with exposure B ASCE 7-93 per SBC/ANSI95 If end verticals or 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)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 211 Ib uplift at joint P ,236 Ib uplift at joint J and 117 Ib uplift at joint H. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard �� pr TFR E D E� `�.�•. Job �— -Truss cuss-Type OFfy Pry DIAZ B07 ROOF TRUSS 5 1 GrangerTruss—,Ja—x,FLS 4 - spec ifi 1997 MTek Industries,Inc. Thu May 28 03 age 1 1 4-5-12 8-8-0 I 16-2-9 21-8-9 27-2-9 i 33-6-0 31-1 4-0 1 4-5-12 1 4-2-4 r 7-6-9 1 5-6-0 5-6 0 6-3-7 11 7.00 FTT C T2 D 3 E 1 Vil F 0 5 G 8 4 v B1 H I 0 O N M L K J 8-8-0 1 16-2-9 27-2-4 272-9 33-6-0 8-8-0 1 7-6-9 10-11-11 0-0-5 6-3-7 Plate ottsets -2-4],[10:0-6-0,0-2-4], - - - - ---- - - - LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) -0.02 L-N >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.46 Vert(TL) -0.28 J-L >999 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.02 H n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) Min Length/LL deft=360 Weight:219 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end BOT CHORD 2 X 4 SYP No.2 verticals. WEBS 2 X 4 SYP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. W3 2 X 4 SYP No.2,W8 2 X 4 SYP No.2 WEBS 1 Row at midpt C-N,E-J,B-0 2 Rows at 1/3 pts D-N REACTIONS(Ib/size) 0=990/0-3-8,J=1279/0-3-8,H=272/0-3-8 Max HorzO=-328(load case 2) Max UpliftO=-213(load case 4),J=-226(load case 4),H=-125(load case 4) Max GravH=273(load case 6) FORCES(lb)-First Load Case Only TOP CHORD A-B=-105,B-C=-734,C-D=-599,D-E=-834,E-F=44,F-G=-105,G-H=-104,H-1=37,A-0=-145 BOT CHORD N-0=459,M-N=666,L-M=666,K-L=594,J-K=594,H-J=20 WEBS B-N=280,C-N=-2,D-N=-114,D-L=103,E-L=111,E-J=-923,G-J=-339,B-O=-867 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 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 40 ft with exposure B ASCE 7-93 per SBC/ANSI95 If end verticals or 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)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 213 Ib uplift at joint O 226 Ib uplift at joint J and 125 Ib uplift at joint H. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard ���n�n�u�tttii cam.. MAY2P7:1998 C �SrFR E C lob russ Hiss Type HALL D i Qty DIAZ C01 ROOF TRUSS 2 1 �Orangerruss,Jax, - s E ec 16 1997 MiTekIndustries,Inc. I hu May age -1-4-0 1-8-9 7-0-0 - 1-4� 1-8-9 5-3-7 7.00!T. C - D 1 B F B! F 1 1-1-1 l 1-8-91 4-2-9 7-0-0 1 1-1-1 0-7-8 2-5-15 2-9-7 ae ses - LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) -0.01 E-F >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.24 Vert(TL) -0.03 E-F >999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 E n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) Min Length/LL deft=360 Weight:26 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center pudin spacing, except end BOT CHORD 2 X 4 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) E=239/0-3-8,B=342/0-3-8 Max Horz 13=84(load case 3) Max UpliftE=-40(load case 3),B=-136(load case 3) FORCES(lb)-First Load Case Only TOP CHORD A-13=37,B-C=-316,C-D=-249,D-E=-161 BOT CHORD B-F=249,E-F=249 WEBS C-F=-6 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 40 ft with exposure B ASCE 7-93 per SBC/ANSI95 If end verticals or 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)Provide adequate drainage to prevent water ponding. 3)All plates are M20 plates unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 40 Ib uplift at joint E and 136 Ib uplift at joint B. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard I All" 3_ STA E nF •X Job russ cuss Type — Qty �ranaer CO2 ROOF TRUSS 2 '1 Jax,I-L.32205 4.0-32 s Dec 1-6 1997 MiTekIndustries,Inc. Thu May 934-.08-T9138—Page 1 i -1-4-0 3-8-9 7-0-0 1-4-0 3-8-9 3-3-7 C T2 D 7.00 FTT FJ VVII W 1 1 1 N LO� B O F 2-1-13-8-9 5-2-9 7-0-0 2-1-1 1 1-7-8 + 1-5-15 + 1-9-7 Plate Offsets(X,Y): [G:0-2-0,0-2-4] LOADING(psf) - - LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) -0.03 B-F >999 j M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.05 B-F >999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 E n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) Min Length/LL defl=360 Weight:30 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end BOT CHORD 2 X 4 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) E=239/0-3-8,B=342/0-3-8 Max Horz B=1 24(load case 3) Max UpliftE=-50(load case 3),B=-126(load case 3) FORCES(lb)-First Load Case Only TOP CHORD A-13=37,B-C=-214,C-D=-127,D-E=-138 BOT CHORD B-F=129,E-F=127 WEBS C-F=-27 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 40 ft with exposure B ASCE 7-93 per SBC/ANSI95 If end verticals or 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)Provide adequate drainage to prevent water ponding. 3)All plates are M20 plates unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 50 Ib uplift at joint E and 126 Ib uplift at joint B. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard ```t,�1111111J/iJJ!! MAY 19 K SFR;p1�N;`\�, Job russ I cuss Type Q MIKE HALL DIAZ CO3 ROOF TRUSS 2 1 ranger runs,Jaz�C32 4. MiTek industries,Inc. u May age -1-4-0 5-8-9 7-0-0 1-4-0 1 5-8-9 1-3-7 C T2 D 7.00 FT£ -_ 1 i T Lng �I 0 F 3-1-1 1 5-8-9 7-0-0 3-1-1 1 2-7-8 1 1-3-7d Plate onsets LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) -0.03 B-F >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.29 Vert(TL) -0.08 B-F >999 BCLL 0.0 i Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 E n/a BCDL 10.0 1 Code SBC/ANS195 (Matrix) Min Length/LL defl=360 Weight:34 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end BOT CHORD 2 X 4 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) E=239/0-3-8,6=342/0-3-8 Max Horz B=165(load case 3) Max UpliftE=-67(load case 3),B=-109(load case 3) FORCES(lb)-First Load Case Only TOP CHORD A-13=37,B-C=-179,C-D=-82,D-E=-74 BOT CHORD B-F=86,E-F=82 WEBS C-F=-86 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 40 ft with exposure B ASCE 7-93 per SBC/ANS195 If end verticals or 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)Provide adequate drainage to prevent water ponding. 3)All plates are M20 plates unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 67 Ib uplift at joint E and 109 Ib uplift at joint B. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard `\%ilii f i l l!///// .P-1FICq�,6, � O r • r R ED Job Truss russ Type Qty Y DIAZ Cil ROOF TRUSS 12 1 rangerTss, ax,FL- - s MiTek nus nes,Inc. Thu May :571998-Page-1 -1-4-0 1-0-0 �1-4-0 1-0-0 7.00 12 C U? o L?i B v 0 1-0-0 1-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.13 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.01 A-B >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 C n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) Min Length/LL deft=999 Weight:6 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 0-11-5 on center bracing. REACTIONS(Ib/size) C=-34/0-3-8,B=172/0-3-8,D=9/0-3-8 Max Horz B=68(load case 4) Max UpliftC=-34(load case 1),B=-147(load case 4) Max GravC=70(load case 3),B=172(load case 1),D=9(load case 1) FORCES(lb)-First Load Case Only TOP CHORD A-B=37,B-C=-46 BOT CHORD B-D=0 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 25 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 It by 40 It with exposure B ASCE 7-93 per SBC/ANSI95 If end verticals or 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 capable of withstanding 34 Ib uplift at joint C and 147 Ib uplift at joint B. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard R K c-aIQ.0 a' t`�,�'�STEL E o���;``\,,• F rrrlrrl(11111���`` pTruss fuss Typey MIKL HALL DIAZ CJ3 ROOF TRUSS 7 1 ranger Truss, 3Z2D sDec MiTek industries,Inc. u May age -1-4-0 3-0-0 1-4-0 3-0-0 1 7.00 I'12 C 1 N B Bi 3-0-0 3-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.14 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.03 A-13 >612 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) Min Length/LL deft=999 Weight: 12 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 2-8-8 on center bracing. REACTIONS(Ib/size) C=49/0-3-8,B=208/0-3-8,D=27/0-3-8 Max Horz B=106(load case 4) Max UpliftC=-34(load case 2),B=-108(load case 4) FORCES(lb)-First Load Case Only TOP CHORD A-13=37,B-C=-52 BOT CHORD B-D=0 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 25 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 It by 40 ft with exposure B ASCE 7-93 per SBC/ANSI95 If end verticals or 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 capable of withstanding 34 Ib uplift at joint C and 108 Ib uplift at joint B. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard x111111/1111/� ,/ �•`O�VQ CgT�'�: .,tom F••. ���If0 Job cuss cuss i ype — - - Qty Ply DIAZ CJ3A ROOF TRUSS 1 1 ranger-Truss;- al x,F[-.3= - s ec i e nus nes, nc. u ayage 3-0-0 3-0-0 7.00 F B 1 N LJ 1 3-0-0 3-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.09 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) -0.00 A-C >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 B n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) Min Length/LL deft=999 Weight: 10 Ib — LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 2-8-8 on center bracing. REACTIONS(Ib/size) A=100/0-3-8,B=73/0-3-8,C=27/0-3-8 Max HorzA=59(load case 2) Max UpliftA=-1(load case 2),6=-52(load case 2) FORCES(lb)-First Load Case Only TOP CHORD A-13=31 BOT CHORD A-C=0 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 40 ft with exposure B ASCE 7-93 per SBC/ANSI95 If end verticals or 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 capable of withstanding 1 Ib uplift at joint A and 52 Ib uplift at joint B. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard C,\,R is �' C '$ t.9, qT�. J s; AYL2;1- 9.8 Job Truss uss l ype TKYyE:HALL DIAZ • DIAZ CJ5 ROOF TRUSS 7 1 ranger rums,Jax,FL.32208 Y-32—sTed-TE-T-397-MiTekIndustries,Inc. Thu May 98-a e Ty -1-4-0 5-0-0 1-4-0 1 5-0-0 7.00 FTT C I? co Ln g $I 0 5-0-0 5-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.10 Vert(TL) 0.04 A-B >506 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) Min Length/LL defl=999 Weight: 19 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-8 on center bracing. REACTIONS(Ib/size) C=113/0-3-8,B=272/0-3-8,D=47/0-3-8 Max HorzB=146(load case 4) Max UpliftC=-78(load case 2),B=-99(load case 4) FORCES(lb)-First Load Case Only TOP CHORD A-B=37,B-C=46 BOT CHORD B-D=0 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 40 ft with exposure B ASCE 7-93 per SBC/ANSI95 If end verticals or 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 capable of withstanding 78 Ib uplift at joint C and 99 Ib uplift at joint B. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard R;- �p. "Y 2 7,1998 998 �rr�riri����tir o Truss toss ype - y MIKE HALL DI — DIAZ CJ5A ROOF TRUSS 1 1 ranger russ,JaxC -- - s ec�6 1 i e Industries,Inc.. Thu ay age 5-0-0 5-0-0 7.00 FT'£ B LOA A �IBI 0 5-0-0 5-0-0 LOADING(psf) SPACING 2-M CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.03 A-C >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 B n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) Min Length/LL deft=999 Weight: 16 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-8 on center bracing. REACTIONS(Ib/size) A=174/0-3-8,B=127/0-3-8,C=47/0-3-8 Max HorzA=100(load case 2) Max UpliftA=-4(load case 2),B=-88(load case 2) FORCES(lb)-First Load Case Only TOP CHORD A-13=53 BOT CHORD A-C=0 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 40 ft with exposure B ASCE 7-93 per SBC/ANSI95 If end verticals or 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 capable of withstanding 4 Ib uplift at joint A and 88 Ib uplift at joint B. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard e T EDJ o russ cuss Type DIAZ D01 ROOF TRUSS 1 1 ranger cuss, ax, - 4.0-32 s Dec T6 1997 NIiTe nus nes, nc. u ay age -1-4-0 1 2-6-8 13-1-8 5-8-0 7-0-0 1-4-0 2-6-8 0-7-0 2-6-8 1-4-0 C 7.00 FlY 0 1 D B 10A] F E 2-6-8 13-1-8 5-8-0 5-8-0 r 2-6-8 0-7 00 2-6-8 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) t/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.16 Vert(LL) -0.00 F >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) 0.02 A-B >810 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(TL) 0.00 D n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) Min Length/LL deft=360 Weight:27 Ib LUMBER - - - BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) B=317/0-3-8,D=317/0-3-8 Max Horz 13=48(load case 2) Max UpliftB=-137(load case 4),D=-137(load case 4) FORCES(lb)-First Load Case Only TOP CHORD A-13=37,B-C=-271,C-D=-271,D-E=37 BOT CHORD B-F=193,D-F=193 WEBS C-F=69 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 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 40 ft with exposure B ASCE 7-93 per SBC/ANSI95 If end verticals or 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)Provide adequate drainage to prevent water ponding. 5)All plates are M20 plates unless otherwise indicated. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 137 Ib uplift at joint B and 137 Ib uplift at joint D. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:A-B=-54.0,B-C=-54.0,C-D=-54.0,D-E=-54.0,B-F=-22.0,D-F=-22.0 Concentrated Loads(lb) Vert:C=-57 2)Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) \�,�++""'" '• .: Vert:A-B=29.7,B-C=4.0,C-D=24.6,D-E=50.3,B-F=-11.0,D-F=-11.0 �. GLr R/C Horz:A-B=-39.7,B-C=-14.0,C-D=34.6,D-E=60.3 .�� ..'F�f' Concentrated Loads(lb) �.` r� Q,C t F I C.,r• Vert:C=44 3)Wind Right:Lumber Increase=1.33,Plate Increase=1.33 >,: 0 Uniform Loads(plf) i Vert:A-B=50.3,B-C=24.6,C-D=4.0,D-E=29.7,B-F=-11.0,D-F=-11.0 Horz:A-B=-60.3,B-C=-34.6,C-D=14.0,D-E=39.7 Concentrated Loads(lb) j ��n'.• Vert:C=44 4)1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 '�� '�ir.,�trrr���lN�• Continued on page 2 o —TTrussTruss y� Q y M E HALL DIAZ . DIAZ D01 ROOF TRUSS 1 1 ranger-Truss,fax�C 3 s ec i I eK Industries,Inc. I hu May age LOAD CASE(S) Uniform Loads(plf) Vert:A-13=50.3,B-C=24.6,C-D=24.6,D-E=50.3,B-F=-11.0,D-F=-11.0 Horz:A-B=-60.3,B-C=-34.6,C-D=34.6,D-E=60.3 Concentrated Loads(lb) Vert:C=44 5)1st unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:A-B=-54.0,B-C=-54.0,C-D=-14.0,D-E=-14.0,B-F=-22.0,D-F=-22.0 Concentrated Loads(lb) Vert:C=-57 6)2nd unbalanced Regular:Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) Vert:A-B=-14.0,B-C=-14.0,C-D=-54.0,D-E=-54.0,B-F=-22.0, D-F=-22.0 Concentrated Loads(lb) Vert:C=-57 I o rt+ss toss Type Qty DIAZ E01 ROOF TRUSS 1 1 ranger russ, ax, — s ec 97TJI1Te n us nes, nc. u ay age 1-4-0 3-7-1 7-0-0 10-6-0 14-0-0 17-3-3 21-0-0 ?2-4-9 1-4-0 3-7-1 1 3-4-15 1 3-6-0 3-6-0 �3-3-31 3-8-13 1-4-0 D F 7.00 JT V t G v? T C W 1 %V1 W1 v LO B H LO C) I o O N M L k' J 3-7-1 1 7-0-0 10-6-014-0-0 3-3-3 --� 3 18-13 3-7-1 3-4-15 3-6-0 1 � Plate LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.31 Vert(LL) 0.08 M >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.53 Vert(TL) -0.14 M >999 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(TL) 0.06 H n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) Min Length/LL deft=360 Weight:120 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-6-9 on center puriin spacing. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-10 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) B=1663/0-3-8,H=1663/0-3-8 Max HorzB=-101(load case 2) Max UpliftB=-548(load case 4),H=-548(load case 4) FORCES(lb)-First Load Case Only TOP CHORD A-B=37,B-C=-2701,C-D=-2437,D-E=-2311,E-F=-2311,F-G=-2433,G-H=-2697,H-1=37 BOT CHORD B-0=2249,N-0=2249,M-N=2082,L-M=2080,K-L=2246,J-K=2246,H-J=2246 WEBS C-0=134,C-N=-206,D-N=275,D-M=354,E-M=-409,F-M=356,F-L=278,G-L=-209,G-J=137 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 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 60 ft by 40 ft with exposure B ASCE 7-93 per SBC/ANSI95 If end verticals or 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)Provide adequate drainage to prevent water ponding. 5)All plates are M20 plates unless otherwise indicated. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 548 Ib uplift at joint B and 548 Ib uplift at joint H. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) �urrr�rrrrr, Vert:A-6=54.0,B-C=54.0,C D=-54.0,D-E=-117.6,E-F=-117.6,F-G= 54.0,G-H=-54.0,H-1=-54.0, B-0=-43.5,N-0=-43.5,M-N=-43.5,L-M=-43.5,K-L=-43.5,J-K=-43.5,H-J=-43.5 R Concentrated Loads(lb) Vert:D=-347 F=-347 10 •�P�i> i�qr��, 2)Wind Left:Lumber Increase=1.33,Plate Increase=1.33 ti Uniform Loads(plf) Vert:A-13=29.7,B-C=4.0,C-D=4.0,D-E=73.9,E-F=73.9,F-G=24.6,G-H=24.6, H-1=50.3,B-0=-21.8, = 0 N-0=-21.8,M-N=-21.8,L-M=-21.8,K-L=-21.8,J-K=-21.8,H-J=-21.8 :f Horz:A-B=-39.7,B-C=-14.0,C-D=-14.0,F-G=34.6,G-H=34.6,H-1=60.3 -.13 Drag:D-E=-0.3,E-F=0.3 Concentrated Loads(lb) ', �� •.,•.RSO Vert:D=268 F=268 ' 3)Wind Right:Lumber Increase=1.33,Plate Increase=1.33 2ET rrUl��rt� 'Continued-on page 2 F russ cuss ype - - y MIKE:HALL DIAZ E01 ROOF TRUSS cuss, ax, .1 s iTek Industries,Inc.Thu May 09:59:11 LOAD CASE(S) Uniform Loads(plf) Vert:A-13=50.3,B-C=24.6,C-D=24.6,D-E=73.9,E-F=73.9, F-G=4.0,G-H=4.0,H-1=29.7,B-0=-21.8,N-0=-21.8,M-N=-21.8,L-M=-21.8, K-L=-21.81 ,J-K=-21.8,H-J=-21.8 Horz:A-B=-60.3,B-C=-34.6,C-D=-34.6, F-G=14.0,G-H=14.0,H-1=39.7 Drag:D-E=-0.3,E-F=0.3 Concentrated Loads(lb) Vert: D=268 F=268 4)1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:A-13=50.3,B-C=24.6,C-D=24.6,D-E=73.9,E-F=73.9,F-G=24.6,G-H=24.6, H-1=50.3,B-0=-21.8,N-0=-21.8,M-N=-21.8,L-M=-21.8, K-L=-21.8,J-K=-21.8,H-J=-21.8 Horz:A-B=-60.3,B-C=-34.6,C-D=-34.6,F-G=34.6,G-H=34.6,H-1=60.3 Drag:D-E=-0.3,E-F=0.3 Concentrated Loads(lb) Vert:D=268 F=268 j 5)1st unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:A-B=-54.0,B-C=-54.0,C-D=-54.0,D-E=-117.6,E-F=-117.6,F-G=-14.0,G-H=-14.0,H-1=-14.0,B-0=43.5,N-0=-43.5,M-N=-43.5,L-M=-43.5, K-L=-43.5,J-K=-43.5,H-J=-43.5 Concentrated Loads(lb) Vert:D=-347 F=-347 6)2nd unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:A-B=-14.0,B-C=-14.0,C-D=-14.0,D-E=-117.6,E-F=-117.6,F-G=-54.0,G-H=-54.0,H-1=-54.0,B-0=-43.5,N-0=-43.5,M-N=43.5,L-M=43.5, K-L=-43.5,J-K=-43.5,H-J=-43.5 Concentrated Loads(lb) Vert:D=-347 F=-347 i I Job puss cuss ype MIKE HALL DIAZ DIAZ E02 ROOF TRUSS 1 1 ranger Truss,Jax,FL.32205 4. - s r e nus nes,Inc. Jhu May age —17 -1-4-Q 4-8-13 9-0-0 12-0-0 I� 1�6-3-3 21-0-02-4 1-4- 4-8-13 4-3-3 3-0-0 —�q-3-3 4-8-13 1-4- D T9 E 7.00 JT CVV2WVV2 F T 1 � W LO I B B2--- G W o K J I C) 9-0-0 12-0-0 21-0-0 9-0-0 3-0-0� 9-0-0 - Plate Offsets : - - , - [D:0-2-U,0-2-4J, - , - : - LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.03 K >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.37 Vert(TL) -0.18 G-1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.03 G n/a BCDL 10.0 I Code SBC/ANSI95 (Matrix) Min Length/LL deft=360 Weight: 110 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-5-5 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) B=850/0-3-8,G=850/0-3-8 Max Horz B=125(load case 3) Max UpliftB=-230(load case 4),G=-230(load case 4) FORCES(lb)-First Load Case Only TOP CHORD A-13=37,B-C=-1160,C-D=-930,D-E=-752,E-F=-929,F-G=-1160,G-H=37 BOT CHORD B-K=960,J-K=751,I-J=751,G-1=960 WEBS C-K=-250,D-K=246,E-K=2,E-1=247,F-1=-251 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 25 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 40 It with exposure B ASCE 7-93 per SBC/ANSI95 If end verticals or 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)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 230 Ib uplift at joint B and 230 Ib uplift at joint G. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard q AYE 2 1 '�cl$- S Job russ I russ I ype y —— 3398 E03 I ROOF TRUSS 5 1 i�rangerTruss, ax, -- - s c MiTek nus nes,Inc. n un 7:55:6TT998 a�ge I I� 11-4 Ol 5-5-12 10-6-0 15-6-4 21-0-0 22 1 4-0' 5-5-12 5-0-4 5-0-4 5-5-12 1 4 0 4x6= D 1 7.00 F4T 2x4 ii 2x4 11 C W E Lh T 1 ,? F to I B G o 0 3x8= J I H 3x8= 3x4= 4x8= 3x4- I 5 5-12 15-6-4 21-0-0 5-5-12 10-0-7 5-5-12 FlIate ses - - , - - - - , - - - - . - - _ LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) -0.36 H-J >687 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.83 H-J >300 BCLL 0.0 1 Rep Stress Incr NO WB 0.33 Horz(TL) 0.03 F n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) Min Length/LL deft=360 Weight: 104 Ib LUMBER — BRACING 1 TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-0-4 on center purlin spacing. BOT CHORD 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) B=1151/0-3-8,F=1151/0-3-8 Max Hoa B=143(load case 3) Max UpliftB=-289(load case 4),F=-289(load case 4) FORCES(lb)-First Load Case Only TOP CHORD A-13=37,B-C=-1950,C-D=-1904,D-E=-1904,E-F=-1950,F-G=37 BOT CHORD B-J=1592,I-J=959,H-1=959,F-H=1592 WEBS C-J=-202,D-J=1003,D-H=1003,E-H=-202 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 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 40 ft with exposure B ASCE 7-93 per SBC/ANSI95 If end verticals or 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 289 Ib uplift at joint B and 289 Ib uplift at joint F. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:A-B=-54.0, B-C=-54.0,C-D=-54.0, D-E=-54.0,E-F=-54.0, F-G=-54.0,B-J=-20.0, I-J=-80.0,H-1=-80.0, F-H=-20.0 2)Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) •� Vert:A-13=29.7,B-C=4.0,C-D=4.0,D-E=24.6, E-F=24.6, F-G=50.3,B-J=-10.0,I-J=1.9,H-1=1.9, �l.• �, F-H=-10.0 O L�•• F ' ' Horz:A-B=-39.7,B-C=-14.0,C-D=-14.0,D-E=34.6,E-F=34.6,F-G=60.3 3)Wind Right:Lumber Increase=1.33,Plate Increase=1.33 No 17455 Uniform Loads(plf) jr Vert:A-B=50.3,B-C=24.6,C-D=24.6,D-E=4.0, E-F=4.0,F-G=29.7,B-J=-10.0, I-J=1.9,H-1=1.9, STATE OF F-H=-10.0 Horz:A-B=-60.3,B-C=-34.6,C-D=-34.6,D-E=14.0, E-F=14.0,F-G=39.7 4) 1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 �i,��Sr ••••••NC��````� Uniform Loads(plf) Vert:A-13=50.3,B-C=24.6,C-D=24.6,D-E=24.6,E-F=24.6, F-G=50.3,B-J=-10.0, I-J=1.9,H-1=1.9, '''Nll#E01000N� F-H=-10.0 Horz:A-B=-60.3,B-C=-34.6,C-D=-34.6,D-E=34.6,E-F=34.6,F-G=60.3 5)1st unbalanced Regular:Lumber Increase=1.25, Plate Increase=1.25 i Continued on page 2 Job russ cuss ype 3398 E03 ROOF TRUSS 15 1 ' Granger cuss, ax, . sDec 161997 MiTel Ii dusfnes,Inc.Fn un 07:5" 1997age LOAD CASE(S) Uniform Loads(plf) Vert:A-B=-54.0,B-C=-54.0,C-D=-54.0,D-E=-14.0,E-F=-14.0,F-G=-14.0,B-J=-20.0, I-J=-80.0, H-1=-80.0,F-H=-20.0 i 6)2nd unbalanced Regular:Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) Vert:A-B=-14.0,B-C=-14.0,C-D=-14.0,D-E=-54.0,E-F=-54.0, F-G=-54.0, B-J=-20.0,I-J=-80.0,H-1=-80.0,F-H=-20.0 FDIAZ . Truss toss ype EJ7 ROOF TRUSS 38 1 cuss, ax, - s ec i e nus nes, nc. u ay age -1-4-0 7-0-0 1-4-0 7-0-0 C 1 7.00� v T �n vOB Ri �I 0 7-0-0 7-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.20 Vert(TL) 0.17 A-B >112 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) Min Length/LL deft=999 Weight:25 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-8 on center bracing. REACTIONS(Ib/size) C=171/0-3-8,B=342/0-3-8,D=67/0-3-8 Max Horz 6=187(load case 4) Max UpliftC=-118(load case 2),B=-97(load case 4) FORCES(lb)-First Load Case Only TOP CHORD A-13=37,B-C=70 BOT CHORD B-D=0 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 40 ft with exposure B ASCE 7-93 per SBC/ANSI95 If end verticals or 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 capable of withstanding 118 Ib uplift at joint C and 97 Ib uplift at joint B. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard O t�P-(i F I Cq D1E``�;;` Job cuss cuss ype _ — YMKIt ALL Dl DIAZ EJ7A ROOF TRUSS 3 1 ranger russ, ax, - s c i e n us nes,Inc. u May age 7-0-0 7-0-0 7.00[T£ B LO 4 �I 0 7-0-0 7-0-0 LOADING(psO SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.20 Vert(TL) -0.11 A-C >757 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 B n/a BCDL 10.0 Code SBC/ANS195 (Matrix) Min Length/LL deft=999 Weight:23 Ib LUMBER BRACING - TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-8 on center bracing. REACTIONS(Ib/size) A=248/0-3-8,B=181/0-3-8,C=67/0-3-8 Max HorzA=140(load case 2) Max UpliftA=-7(load case 2),B=-125(load case 2) FORCES(lb)-First Load Case Only TOP CHORD A-13=75 BOT CHORD A-C=0 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 60 ft by 40 ft with exposure B ASCE 7-93 per SBC/ANSl95 If end verticals or 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 capable of withstanding 7 Ib uplift at joint A and 125 Ib uplift at joint B. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard R K41 :��,5•. o-VI 1999 E D`�;`���`� Job Truss Truss Type Qty Ply MIKE HALL DIAZ I 3398 F01 ROOFTRUSS 1 1 Granger Truss,Jax,FL.32205 4.0-32 s Dec 16 1997 MTek Industries,Inc. Wed Jun 03 10:32:14 1998 Page t - 4 P 7-8-13 10-015-021�-0-0 26-9-11 32- 0 J�860 1-4 7-8-13 2-3-3 5- 0 6-0-0 5-9-11 5-2-5 1-0-1-?2-10 1 4 5x7= 4x6= 5x8= 34% 1 ST9UST14 K 3x4�i 3x4 3x6�� T W W7 8 S 01 7.00S 12 3x4 G 11 T S S T 3x4 F S 0 7 9 U 2 O p S 411 172= Vi ' T 1 6 S W 9 i o 5x7= N M L to LO Cl) B B 1 3x8= 5x8 0 5x6= S R Q P 3x4= 3x8= 3x6= 0-11112 6 0-13 1 15-0-0 20-10-4 21, 0 26-9-11 36-8-0 6 0 13 8 11-3 5-10-4 0-1 12 5-9-11 9-10-5 Plate offsets(XY): [B:0-2-8.0-2-1 1 :0-1-0 0-3-13 [H:0-1-12.0-1-81,[1:11-5-4.0-2-81, J:0-3-0 0-2-4 [K:0-6-0.0-2-41,[L:0-2-8,0-2-81,10:0-5-8,G-3-81, AW:0.2-50-2-8 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) -0.03 B-S '999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.40 Vert(TL) -0.22 B-S >999 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.02 P n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) Min Length/LL def!=360 Weight:318 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-4-10 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 1-0 OTHERS 2 X 4 SYP No.3'Except 01 2 X 4 SYP No.2,02 2 X 4 SYP No.2 i REACTIONS(Ib/size) L=136/0-3-8,B=790/0-3-8,P=1329/0-3-8 Max HorzB=340(load case 3) Max UpliftB=-167(load case 3),P=-262(load case 3) Max GravL=166(load case 6),B=790(load case 1),P=1329(load case 1) FORCES(lb)-First Load Case Only TOP CHORD I-J=212,J-K=-72,A-13=38,B-C=-1032,C-D=-909,D-E=-789,E-F=-752,F-G=-735,G-H=-687,H-1=-386 BOT CHORD B-S=858,R-S=635,Q-R=635,P-Q=9,O-P=-1269,J-0=-620,N-0=-200,M-N=191,L-M=191 WEBS K-T=-85,T-U=-215,L-U=-215,L-V=O,H-Q=-524,I-Q=314,O-Q=316,1-0=-665,J-N=370,K-N=-81,N-T=-129,D-S=-283,H-S=347,M-T=110 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 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 40 ft with exposure B ASCE 7-93 per SBC/ANS195 If end verticals or 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)Provide adequate drainage to prevent water ponding. 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) For studs exposed to wind,see MiTek"Standard Gable End Detail' 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 167 Ib uplift at joint B and 262 Ib uplift at joint P. 9)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard IF No 17455 9'.. STATE OF r ,lobTruss Truss Type Oty Ply MIKE HALL DIAZ -- s �,r 3398 F02 ROOF TRUSS Granger Truss,Jax,FL.32205 4.0-32 s Dec 16 1997 MTek Industries,Inc. Wed Jun 03 10:32:23 1998 Page 1 -1-4-P 5-3-11 10-1-14 15-0-0 21-0-0 26-9-11 31-6-1 36-8-0 38-0 0 4- 5-3-11 4-10-2 4-10-2 6-0-0 5-9-11 4-8-6 5-1-15 1-4- W= 7.00 12 2x4 11 5x7= F H 3x4 3x4 34 T W2 W1 W5 2x4VJ W7 4 W 6 K1-T T 10 W C 15x8= M L 3x5= M B 3x4= 2x4 11 0 3x5= R Q P O 3x4= 3x6= 2x4 11 3x8 1 7-8-1215-0-0 1 20-10-4 21 IP-0 26-9-11 31 6-1 36-8-0 7-8-12 7-3 4 5-10-4 0-111112 5-9-11 4-1 6 5-1-15 Plate Offsets X [F:0-5-4,0-2-81, LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) -0.03 B-R >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.10 B-R >999 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.01 O n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) Min Length/LL deft=360 Weight:224 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-9-11 on center pudin spacing. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-0 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt F-N,H-N REACTIONS(Ib/size) B=750/0-3-8,0=1579/0-3-8,J=53110-3-8 Max HorzB=239(load case 3) Max UpliftB=-215(load case 4),0=-299(load case 4),J=-193(load case 2) Max GravB=768(load case 5),0=1579(load case 1),J=569(load case 6) FORCES(lb)-First Load Case Only TOP CHORD A-B=37,B-C=-987,C-D=-810,D-E=-739,E-F=-300,F-G=345,G-H=339,H-1=-245,I-J=-602,J-K=38 BOT CHORD B-R=791,Q-R=496,P-Q=496,O-P=1,N-0=-1530,G-N=-338,M-N=167,L-M=457,J-L=457 WEBS C-R=240,E-R=379,E-P=-454,F-P=365,N-P=243,F-N=-770,H-N=-692,H-M=288,I-M=-353,I-L=109 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 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 60 ft by 40 ft with exposure B ASCE 7-93 per SBC/ANSI95 If end verticals or 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)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 215 Ib uplift at joint B,299 Ib uplift at joint O and 193 Ib uplift at joint J. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard I �tttrlllr l/// G •���FICgT:S�• 'rte - 4 ST A �S Go 7J TFR D Job Truss I Truss Type Qty Ply MIKE HALL DIAZ 3398 F03 I ROOF TRUSS 2 1 Granger Truss,Jax,FL.32205 4.0.32 s Dec 16 1997 MiTek Industries,Inc. Wed Jun 03 10:32:28 1998 Page 1 I 5-4-10 948-0 13-9-2 19-3-13 1 25-4-0 X26-88-0 5-4-10 + 4-3 6 4-1-2 1 5-6-11 1 6-0-3 1-4-0 4x8= 7.00,112 4x4 4x4= = B D 4x4 j 3x4 2 1 E Wit W7 6 F GI9 tc, W S 0 c 1 5x7= I H 3x5= N 3x8= 2x4 11 M L K 2x4 11 3x8= 2x4 11 54-109-8-0 13-9-2 19-3-13 25-4-0 5�-10 4-3 6 4-1-2 5-6-11 6-0-3 Plate Offsets XY): [A:0-1-8,0-2-41,[8:0-6-0,0-2-4],IC:0-1-12 0-2-4 :0-2-0 0-2-4 :0-1-120-1-6 [J:0-5-0.0-3-81 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.69 Vert(LL) -0.04 1 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.09 H-1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.05 F n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) Min Length/LL defl=360 Weight:179 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-8-4 on center pudin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: C-J=6-0-0. WEBS 2 X 4 SYP No.3'Except' WEBS 1 Row at midpt B-L,C-1 i W8 2 X 4 SYP No.2 REACTIONS(Ib/size) M=924/0-3-8,F=1013/0-3-8 Max Horz M=-239(load case 2) Max UpliftM=-204(load case 4),F=-241(load case 4) FORCES(lb)-First Load Case Only TOP CHORD A-13=600,B-C=-824,C-D=-863,D-E=-1074,E-F=-1501,F-G=37,A-M=-868 BOT CHORD L-M=23,K-L=18,J-K=35,C-J=245,I-J=831,H-1=1220,F-H=1220 WEBS B-L=-609,J-L=494,B-J=704,C-1=66,D-1=229,E-1=426,E-H=134,A-L=638 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 25 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 40 ft with exposure B ASCE 7-93 per SBC/ANSI95 If end verticals or 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)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 204 Ib uplift at joint M and 241 Ib uplift at joint F. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard I GLARK �Y'�•�• O: STATE OF-13 ,r FR E D fc - UIIIIIN,` Job — Truss Truss Type Qty Py MIKE HALL DIAZ --� 3398 F05 ROOF TRUSS 3 j 1 j Granger Truss,Jax,FL.32205 4.0-32 s Dec 16 1997 MiTek Industries,Inc. Wed Jun 03 10:32:36 1998 Page 1 I 5-4-9 13-9-2 23-7-8 _ 5-4-9--- 8-49 9-10 6 I 4x8= 7.00;12 4x8= 2X411 B D 4x4 T 3x4 1 2 V1 W 1 E 4x4 3 W F _J E M L K J I H G 2x4 11 3x4= 3x8= 3x4= 3x4= 3x4= Wii 5 4-9 1 1112 l 23-7-8 9-10-6 Plate Offsets X [A:0-1-8,0-2-41,[B:0-6-0,0-2-41,[D:04-0,0-2-41,[E:0-1-12,0-1-81.[F:0-11-8.0:2 4 LOADING(psf) SPACING 2-0-0 CSIDEFL (in) (loc) I/deFl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.61 Vert(LL) -0.02 K >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.19 Vert(TL) -0.05 H-J >999 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.01 G n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) Min Length/LL deft=360 Weight:190 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3'Except' WEBS 1 Row at mid pt B-L,D-K,C-K W5 2 X 4 SYP No.2,W8 2 X 4 SYP No.2 REACTIONS(lb/size) M=863/0-3-8,G=863/0-3-8 Max HorzM=154(load case 2) Max Upli tM=-48(load case 4),G=-58(load case 4) FORCES(lb)-First Load Case Only TOP CHORD A-B=-557,D-E=744,E-F=-688,A-M=808,F-G=-827,B-C=-557,C-D=-557 BOT CHORD L-M=22,K-L=418,J-K=577,I-J=556,H-1=556,G-H=21 WEBS B-L=328,D-K=-47,E-H=-313,A-L=586,F-H=677,D-J=89,B-K=324,E-J=28,C-K=-185 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 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 40 ft with exposure B ASCE 7-93 per SBC/ANSI95 If end verticals or 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)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 48 Ib uplift at joint M and 58 Ib uplift at joint G. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard T _ T FAi� .( RED OV I I L Job (Truss Truss Type Qly Ply MIKE HALL DIAZ 13398 F06 ROOFTRUSS I2 I1 Granger Truss,Jax,FL.32205 4.0-32 s Dec 16 1997 MTek Industries,Inc. Wed Jun 03 10:33:12 1998 Page 1 I 9-3-14 18-0-0 23-48 F — 9-3-14 8-8-2 5-4-8 4x8= 7.00 12 4x8= g C 4x4 T 3x4 1 W 4x4 W E W V 11 L K J i H G IF 2x4 11 3x4= 3x4= 3x4= 3x4= 3x4= 2x4 I I 18-0-0 23-48 18-0-0 5 4 8 Plate OffsetsX A:0-1-8 0-2.4 B:O-6-0 0-2-4,[c:0-6-0 0-2-41 [D:0 1-120-1-81,[E:edge,0-2-41 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) -0.02 1 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.17 Vert(TL) -0.04 G-1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.01 F n/a SCDL 10.0 Code SBC/ANSI95 I (Matrix) Min Length/LL deft=360 Weight:179 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center pudin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: K-L=6-0-0. WEBS 2 X 4 SYP No.3*Except* WEBS 1 Row at midpt C-J,B-K W7 2 X 4 SYP No.2,W8 2 X 4 SYP No.2 REACTIONS(Ib/size) L=854/0-3-8,F=854/0-3-8 Max Hoa L=l56(load case 2) Max UpliftL=-188(load case 4),F=-150(load case 4) FORCES(lb)-First Load Case Only TOP CHORD A-B=-532,C-D=-712,D-E=-736,A-L=-804,E-F=-800,B-C=-514 BOT CHORD K-L=11,J-K=415,I-J=578,H-1=573,G-H=573,F-G=51 WEBS C-J=150,C-1=86,A-K=624,D-1=6,B-K=-373,B-J=231,D-G=-226,E-G=613 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 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 it by 40 ft with exposure B ASCE 7-93 per SBC/ANSI95 If end verticals or 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)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 188 Ib uplift at joint L and 150 Ib uplift at joint F. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard �`rrtrU rrrrrlrii IN R O D 17455 :JUN AO�31998� s U russruss Type - - Y MIKE HALL DIAZ DIAZ HJ01 ROOF TRUSS 4 1 ranger russ, ax, . sDec i e Industries,Inc. u May age -1-10-10 5-1-10 9-10-13 1-1� 0-10 5-1-10 4-9-3 1 4.95 12 D o C T W1 of BLi oA G 5-1-10 9-8-10 9-10-13 5-1-10 4-7-0 0-2-3 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) 0.02 F-G >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.06 F-G >999 BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(TL) 0.01 E n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) Min Length/LL defl=240 Weight:44 Ib LUMBER - - BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 0-2-8 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) D=223/0-4-15,B=413/0-3-8,E=359/0-3-8 Max Horz D=229(load case 4) Max UpliftD=-66(load case 2),B=-201(load case 4),E=-36(load case 4) FORCES(lb)-First Load Case Only TOP CHORD A-13=39,B-C=-657,C-D=62 BOT CHORD B-G=592,F-G=592,E-F=0 WEBS C-G=151,C-F=-658 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 40 ft with exposure B ASCE 7-93 per SBC/ANSI95 If end verticals or 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 capable of withstanding 66 Ib uplift at joint D,201 Ib uplift at joint B and 36 Ib uplift at joint E. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:A-B=-54.0 Trapezoidal Loads(plf) Vert:B=-0.0-to-C=-70.6,C=-70.6-to-D=-133.6,B=-0.0-to-G=-26.1,G=-26.1-to-F=-48.4, F=48.4-to-E=49.5 2)Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) it fill,, Vert:A-13=47.0 Horz:A-B=-57.0 Trapezoidal Loads(plf) Vert:B=-13.9-to-C=32.2,C=35.5-to-D=76.6,B=-0.0-to-G=-13.0,G=-13.0-to-F=-24.2, ••'��FICq F=-24.2-to-E=-24.7 � O Horz:B=13.9-to-C=-45.2,C=-48.6-to-D=-101.4 3)Wind Right:Lumber Increase=1.33,Plate Increase=1.33 ;=_ Uniform Loads(plf) ,. Vert:A-B=50.3 - Horz:A-13=-60.3 Trapezoidal Loads(plf) F Vert:B=-10.6-to-C=35.5,C=32.2-to-D=73.3,l3=-0.0-to-G=-13.0,G=-13.0-to-F=-24.2, F=-24.2-to-E=-24.7 Horz:B=10.6-to-C=-48.6,C=-45.2-to-D=-98.0 Continued on page 2 Job njss russ ype Y Y I DIAZ HJ01 ROOF TRUSS 4 1 ranger Truss,Jax,F L. s Dec 15 1997 MileKindustries,Inc. InumayZES age LOAD CASE(S) 4)1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:A-13=50.3 Horz:A-B=-60.3 Trapezoidal Loads(plf) Vert:B=-10.6-to-C=35.5,C=35.5-to-D=76.6,B=-0.0-to-G=-13.0,G=-13.0-to-F=-24.2,F=-24.2-to-E=-24.7 Horz:B=10.6-to-C=-48.6,C=-48.6-to-D=-101.4 F rvss nrss ype y HJ02 ROOF TRUSS 2 russ, ax, - s c i e Industries,Inc. u May age -1-10-10 3-7-2 3-�j10 1-10-10 1 3-7-2 011-L8 4.95 FTT C M r i r 4 B O A 3-7-2 3-7-2 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) 0.07 A-B >354 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) Min Length/LL defl=999 I Weight: 14 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3-3-10 on center bracing. REACTIONS(Ib/size) C=54/0-3-8,B=270/0-4-15,D=33/0-3-8 Max Horc6=97(load case 4) Max UpliftC=-16(load case 2),B=-157(load case 4) FORCES(lb)-First Load Case Only TOP CHORD A-13=39,B-C=-50 BOT CHORD B-D=0 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 40 ft with exposure B ASCE 7-93 per SBC/ANSI95 If end verticals or 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 capable of withstanding 16 Ib uplift at joint C and 157 Ib uplift at joint B. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard NR . � •P��FICq =. f = ST AT F=!SAY•�L7o1�99 �% �'C,STFR EU���.� AL p , • . russ russ ype -- — DIAZ J06 ROOF TRUSS 27 ranger toss,JaL. 6�9 i e nus nes, nc. u ay age -1-4-0 2-6-8 - 1-4-0 2-6-8 7.00 FVT C N r r BEll 2-6-8 2-6-8 LOADING(psf) SPACING 2-0-0 CSIDEFL (in) (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.14 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.02 Vert(TL) 0.03 A-B >674 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) Min Length/LL defl=999 Weight: 11 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 2-3-0 on center bracing. REACTIONS(Ib/size) C=32/0-3-8,B=196/0-3-8,D=22/0-3-8 Max Hoa B=97(load case 4) Max UpliftC=-23(load case 2),B=-114(load case 4) FORCES(lb)-First Load Case Only TOP CHORD A-B=37,B-C=-48 BOT CHORD B-D=0 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 40 ft with exposure B ASCE 7-93 per SBC/ANSI95 If end verticals or 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 capable of withstanding 23 Ib uplift at joint C and 114 Ib uplift at joint B. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard /Y a MAY 2 71998 Job russ Truss Type y I M IKE HALL DIAZ -- DIAZ PB1 HIP PIGGYBACK 1 1 Grangerruss, Jax, 205 -4.0-32 s Dec 16 199-1-MiTe-k Industries, Inc. Thu May age 2-0-0 5-6-9 7-6-9 8 2-0-0 3-6-9 2-0-0 D 7.00 FT£ c T2 W2 T 1E B 61 F H 0G 2-1-12 5-4-13 7-6-9 2-1-12 - - 3-3-1 2-1-12 Plate Offsets [C:0:6-8,0-2-4], - - - - - - LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) -0.02 G-H >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.27 Vert(TL) -0.03 G-H >999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.02 F n/a BCDL 10.0 Code SBC/ANS195 (Matrix) Min Length / LL deft = 360 Weight: 27 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 on WEBS 2 X 4 SYP No.3 center bracing. REACTIONS(Ib/size) A=268/0-3-8, F=268/0-3-8 Max HorzA=-23(load case 2) Max UpliftA=-53(load case 4), F=-53(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=-103, B-C=-611, C-D=-578, D-E=-612, E-F=-103 BOT CHORD B-H=551, G-H=577, E-G=552 WEBS C-H=132, D-G=133, C-G=1 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 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 60 ft by 40 ft with exposure B ASCE 7-93 per SBC/ANS195 If end verticals or 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 \�,�G�;�F tc increase is 1.33 '• '� '_ 3) Provide adequate drainage to prevent water ponding. ` ••• F.� • �r ' 4)All plates are M20 plates unless otherwise indicated. l 5) Bearing atjoint(s)A, F considers parallel to grain value using ANSI/TPI 1-1995 angle _ to grain formula. Building designer should verify capacity of bearing surface. S-T OF 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 Ib uplift at joint A and 53 Ib uplift at joint F. "% /'S'•FLO R� `�. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. .Ep�C.\- LOAD CASE(S) Standard ---MIKE HALL DIAZ Job - • •'suss russ ype y Y DIAZ PB2 PIGGYBACK 3 1 I ranger russ, ax, . . - s ec i e nus nes, Inc. Thu May age 3-9-5 7-6-9 8-10-9 1 4 0 3-9-5 3-9-5 1-4-0 C 7.00 FiT W1 T 1 04 D B E R� F d 7-6-9 7-6-9 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) -0.02 B-F >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.04 B-F >999 BCLL 0.0 Rep Stress Incr YES WB 0.06 j Horz(TL) 0.03 E n/a BCDL 10.0 Code SBC/ANS195 (Matrix) Min Length / LL deft = 360 Weight: 24 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 on WEBS 2 X 4 SYP No.3 center bracing. REACTIONS(Ib/size) A=268/0-3-8, E=268/0-3-8 Max Horz A=44(load case 3) Max UpliftA=-53(load case 4), E=-53(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=-103, B-C=-429, C-D=-429, D-E=-103 BOT CHORD B-F=362, D-F=362 WEBS C-F=187 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 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 60 ft by 40 ft with exposure B ASCE 7-93 per SBC/ANS195 If end verticals or 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 -P�RK�rr�'�.,, increase is 1.33 3)All plates are M20 plates unless otherwise indicated. ��'••'Q��F�Ogr;• 4) Bearing at joint(s)A, E 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 _ T withstanding 53 Ib uplift at joint A and 53 Ib uplift at joint E. . 6)This truss has been designed with ANSI/TPI 1-1995 criteria. �;=; �,�•.,)MAY0.2-1. 1998 LOAD CASE(S) Standard �/ o o'nas russ ype Qty MIKL HALL DTAZ-- DIAZ PB3 PIGGYBACK 2 1 Granger Truss,Jax, s Dec 1b 1U97 MiTekIndustries,Inc. Thu May age -1-4-0 3-10-13 7-9-11 9-1-11 1-4-0 3-10-13 3-10-14 1-4-0 D 7.00 12 C 1 E U? T I M i N F B - G co J I H 7-9-11 7-9-11 LOADING(psq SI PACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.02 H >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.04 H >999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.03 G n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) Min Length/LL deft=360 Weight:27 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center pudin spacing. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) A=278/0-3-8,G=278/0-3-8 Max HorzA=45(load case 3) Max UpliftA=-55(load case 4),G=-55(load case 4) FORCES(lb)-First Load Case Only TOP CHORD A-B=-107,B-C=-440,C-D=-402,D-E=-402,E-F=-440, F-G=-107 BOT CHORD B-J=366,I-J=366,H-1=366,F-H=366 WEBS D-1=196,C-J=-7,E-H=-7 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 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 60 ft by 40 ft with exposure B ASCE 7-93 per SBC/ANSI95 If end verticals or 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)Gable studs spaced at 1-4-0 on center. 5) For studs exposed to wind,see MiTek"Standard Gable End Detail' 6)Bearing at joint(s)A,G considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 55 Ib uplift at joint A and 55 Ib uplift at joint G. 8)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 01111 a riiii..,i No 1745 . b -pMAV2 7 199 �;••FLOF��P.<i �E R E