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Permit 195 Main St (vault) n ADDRESS BUILDING PERMIT NUMBER 109319 INSPECTIONS: FOOTING UNDER SLAB PLUMBING .�� SLAB //- -3-9--> FRAMING COVER-UP INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY �� -//-i J / ELECTRICAL PERMIT # lc09 7 / 7-� -- INSPECTIONS ROUGH //-// 'I7e FINAL_/, -,,/-F C MECHANICAL PERMIT # // O 16 PLUMBING PERMIT NOTES: _ ' 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: For detailed information ENERGY GUIDE of the EPI rating number or for any ITEM listed, ask your Builder for EPI- 99. 9 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- 1 The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 19 .0 I ---------X----------- R-0 R-7 Wall R-Value. . . . . . . . . 11. 0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 0. 0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17.0 SEER/EER. . . . . . . . . . . . . . . . . . 10.0 IX-------------------- I 9. 7 EER 16. 0 HEATING SYSTEM. . . . . . . . . . . . . . 6 . 8 HSPF 12.0 Electric COP/HSPF. . . . . . . . 7 .0 IX-------------------- I 0. 78 AFUE 0. 90 Gas AFUE. . . . . . . . . . . . 0.00 I --------------------- I WATER HEATER. . . . . . . . . . . . . . . . 0.88 0. 96 Electric EF. . . . . . . . . . . . . . 0. 92 I ----------X---------- I 0. 54 0. 90 Gas EF. . . . . . . . . . . . . . 0. 00 I --------------------- I 0. 40 0. 80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required fo he Florida Energy Code have been installed in this house. Builder Address: Signature: Date: (U � f City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs / FL-EPL CARD93 � � ► I T Y OF - Ve4d - � 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233'5445 PROPERTY DESCRIPTIBijIlding and Zoning TELEMONE(9N)247-5800 , FAX("4)247-SM Lot #-�-, Block #. Section #k Subdivision: 'SIEr -r, 6 Street Name r DESCRIPTION OF WORK or Address : �AA-i.t� "C'17r7 �f in a FLOOD HAZARD Flood Zone : area complete page 3 . Brief Description -StrA �C- clavyll Class of Work: (New/ k)1 , 1 ZONING INFORMATION Type of onstruction:�7J545-:7� Zoning Proposed District Use: t,,F t�Tt,4L NWOr Estimated Value $ tz/tea Exceptions or Variances Materials: Granted: Solid or Filled Ground: Roof Method of Heating: ��►��L}d OWNER INFORMATION Property Owner: 'rr*ct J(AW T : ,24--7 Phone22` / Mailing 1 Address11--;zL4— A . - Zip: 12 23 3 CONTRACTOR INFORMATION +; Contractor : �" 611 �� Phone: Mailing Address: Gw 2 j Zip: J Expiration License Number : � y��y�� Date: > � i I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES , REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY . I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature Date Contractor Signatu :e `'�""�--� Date PL.w. 166s LAWS a^""IOAr/M Ie ?M%* vNar,a w OWPLWATBI to fuhani it =4 taum= The undersigned hereby informs all concerned that improvements will be made to Certain real property, and in accordance with section 713.13 of the Florida Statutes. 0%following information is stated in this NOTICE OF COMMENCEMENT. 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Uretof '/lw.w........w.......w....«.....w...r........w....w.........w..».....w........a.....uw..«r.....w...w.ww...«.w. .w.w«.. ��e�.ww..r...w..w.....wrwww.w.«www«...w........w................www..ww.••••««wrwwwwrw.............� �b� �w...........«w.w.«.« Name of person within dw Some of Pwrids de-is neled by owner upon whew andess or elher dm gents way be saved Name.......... w.»tu.............tu»tu»w...r...w...w.r.w.......r.w...........w...............w..... ......w...w_.....w..... «. Address............ ._......w.................w.....tu......tutu....w................................................................w....»tutu«.._.r.r.w .....»....«._.ww...r In addition to himself,owner designates the following person to receive a copy of the Lienors Notice as provided in Section 713.13(1) (F), Florida Statutes. !Pill In at Owner's option). Name..............w«...w. .......r...w.............ww..w.w»«.«.......«.............. w...«..... w .w......w..«...w«... Address. «tutu..www.w...w..............................».....w«...«....... _.. ..,............«..... .. ...»......ww.w. .... two op"s POA Asao mm's Yes o#&v �...... .-P T W.I . Gul l i fiord, Jr. , Pr si ent personally known to Sworn to and�abm"d 666W20ti� ..«... ... nnr� October \P. E. 95 TA Debra E. Justice KORB ENGINEERING OF FLORIDA P.O. Box 1682 Ponte Vedra Beach, FL 32004 (904) 285-8380 / FAX (904) 285-0506 November 3, 1995 CROWN BUILDING SYSTEMS 6390 Phillips Highway Jacksonville, FL 32216 Subject: Habitat for Humanity - Lot 2 Truss Engineering Submittals Att'n: Mr. Mark Mengel Please find attached engineering calculations for the trusses for the above-referenced project. These calculations were prepared using the program Truss D&E, prepared by John F. Butts & Associates, Colorado Springs, Colorado. Truss D&E relies on STAAD3, an acronym for Structural Analysis and Design. STAAD3 is a widely recognized program specifically designed for this purpose. I have verified myself that the inputs to this program for this project were prepared properly for all trusses . I have reviewed the results for selected trusses to verify that the results were reasonable. The calculations and my notes are on file and available to you if needed. Please note that this applies only to trusses for the above job. Please call me if you have any questions . Sillcerely, Andrew 1. -Korb Enclosure /mos r t 995 Building and Zoning ( HN/0-EM f 1 STRUCTURE DATA TYPE = PLANE NJ = 14 NM = 21 — NE = 0 NS = 2 NL = 17 XMAX= 27 8 YMAX= 5 8 a m in Y ZMAX= 0.0 4.18 4.18 4.18 5.08 J-14.H•21 UNIT FEE KIP STAAD P.O S T - P L O T (REV 20.2 DATE: OCT 9. 1995 USER ID=CROWN BUILDING, SYSTEMS 3` TITLE: HOWE -PITCHED TRUSS - 25.083 FT X 9 PA Crown Building Systems 6390 Phillips Hi hway Jacksonville, FL. 2216 (904) 737-7144 PROJECT Habitat PAGE NO. 1 LOCATION DATE: 10-09-1995 JOB NO. . T-1 TIME: 14:25 ENGINEER FILE: HABT1 TRUSS TYPE (H) HOW[ PITCHED TRUSS TRUSS PLATE STYLE I 1RUSS BL-Ak1NG 4.U0 in NO. OF PANELS 6 BUILDING HEIGHT 8.08 ft TRUSS LENGTH 25.08 ft TRUSS SPACING 2.00 ft TRUSS EAVE OVERHANG 1 .30 ft (Top Chord Extension) TRUSS EAVE SUPPORT S TRUSS PITCH (TC) 5.00:12 TRUSS PITCH (BC) 0.00: 12 DEAD LOAD = 7.0 psf (Top) DEAD LOAD = 10.0 psf (Bottom) LIVE LOAD = 20.0 psf (Top) SNOW LOAD = 0.0 psf (Ground) I (snow) = 1 .00 SNOW LOAD = 0.0 psf (Design) Ce(snow) = 0.90 WIND LOAD = 20.5 psf I (wind) = 1 .00 WIND SPEED = 100 mph, EXPOSURE C OPEN STRUCTURE - Y SEISMIC LOAD a 0.0 psf (Additional Live/Snow) SEISMIC COEFFICIENT = 0.000 ACTUAL Mx/My ALLOWABLE Mx/My INT. Member Section Axial Shear Moment Axial Shear Moment VALUE Type (kip) (kip) (kp-in) (kip) (kip) (kp-in) Bottom Chord 1-350CC22 0.59C 0.08 1 .68 0.90 0.71 5.23 0.97 Top Chord 1-35OCC20 2. 11C 0. 13 1 .20 2.98 1.23 6.59 0.89 Diagonals 1-350CA24 0.610 0.00 0.48 1 .34 0.36 1. 11 0.89 'SECTION NOMENCLATURE - 35OCC22 (EXAMPLE) 350 = SECTION DEPTH (inches x 100) C - SHAPE (CEE) C = MATERIAL GRADE 22 - MATERIAL GAUGE MAXIMUM SUPPORT REACTIONS SUPPORT P(up) P(dn) V(max) LEFT 1.08 kip -0.36 kip 0.30 kip RIGHT 1.08 kip -0.36 kip 0. 00 kip MAXIMUM VERTICAL DEFLECTION _. = 0.224 in (L / 1342 between supports) MAXIMUM VERTICAL DEFLECTION = ,0.062 in (L / 252 at overhang) MAXIMUM HORIZONTAL DEFLECTION = 0.082 in STATUS (per applicable code) - SBC, 1994 Edition: PASSED PROJECT : Habitat PAGE NO. 2 LOCATION: DATE: 10-09-1995 WIND LOAD DATA EXPOSURE FACTOR (Kz)= 0.80 'ASCE Eq. C3 GUST FACTOR (Gz) = 1 .32 'ASCE Eq. C5 BASIC. WIND (Qz) = 20.50 psf 'ASCE Eq 3 WINDWARD WALL PRESSURE = 26.77 psf Cq = 1 .31 Cq = [GzCp + GCpil LEEWARD WALL PRESSURE =-28.91 psf Cq =-1.41 h = 10. 70 ROOF LWN PRESSURE =-34.32 psf Cq =-1.67 h/L = 0.43 ROOF WWN PRESSURE (o) =-31.77 psf Cq =-1 .55 ROOF WWN PRESSURE (i ) = 0.00 psf Cq = 0.00 ROOF LWP PRESSURE =-34.32 psf Cq =-1 .67 ROOF WWP PRESSURE =-34.32 psf Cq --1 .67 EAVE OVERHANG PRESSURE = 26.77 psf Cq = 0.80 TRUSS DESIGN CHART Member Component Length Axial Fastener Pa No. Detail Type (ft) . (kip) Type (kip) Req Req. Bot Cd @ Knee 350CC22 -- 1.89 12-14 1-/2 SD 0.208 10 16 Top Cd @ Ridge 35OCC20 -- 1.37 12-14 1'/2 SD 0.299 6 20 Diagonal 1 350CA24 4.53 0.29 12-14 T/2 SD 0.200 2 17 22 Diagonal 2 350CA24 3.48 0.2.8 12-14 T/2 SD 0.200 2 17 18 Diagonal 3 350CA24 5.44 0.61 12-14 T/2 SD 0.200 4 17 18 Diagonal 4 350CA24 5.22 0.82 12-14 T/2 SD 0.200 6 19 Diagonal 5 350CA24 5.44 D.61 12-14 T/2 SD 0.200 4 17' 18 Diagonal 6 350CA24 3.48 0.28 12-14 T/2 SD 0.200 2 17 18 Diagonal 1 7 350CA24 4.53 0.29 112-14 T/2 SD 0.200 2 17 22 NOTES: 1. Truss Diagonals numbered from Left to Right 2. Truss material : All gages - ASTM A446, Grade A, Fy = 33 ksi ASTM A446, Grade C, Fy = 40 ksi ASTM A446, Grade D, Fy = 50 ksi PROJECT : Habitat PAGE NO. 3 LOCATION: DATE: 10-09-1995 TRUSS CONNECTION DESIGN DATA E = 29,500 ksi Fy = 33 ksi (weakest design grade, member or plate) Fu — 55 ksi (connector plate - Grade C) t = 0.036 in (connectorlate) FS = 3.00 (Factor of Safety) #12-14 T/2 SD MMaximum Connector Spacing c/c = 2. 163 in 'AISI D1.2(b) Minimum Connector Spacing c/c = 0.630 in 'AISI E3. 1 Connector Edge distance = 0.315 in 'AISI E3.1 END BEARING CONNECTION Pc (compress)= 1080 lbs Pt (tension) = 360 lbs V (shear) = 0 lbs 3/8" A307 Anchor Bolt: Pa (Tension) = 2209 lbs Va (Shear) = 1104 lbs Va (Bearin ) — 1013 lbs No. of Bolts — 1 each/joint Additional Cee Bearing Seat: Fp (End bearing) — 500 psi Bearing Seat Length = 4 in Channel Bearing Seat Required: NO ( 0 each) DETAILS REQUIRED FOR FABRICATION C- 16 C- 17 C- 18 C- 19 C- 20 C- 22 C- 26 ,a C- 40 C- 42 C- 45 NOTE: a) Trusses require 2 rows of bridging. Spacing between rows shall be approximately equal . Bridging member size: 350CA24 TRUSS ESTIMATE PROJECT NAME Habitat n PAGE NO. 4 PROJECT ADDRESS: DATE: 10-09-1995 PROJECT JOB NO. : T-1 TIME: 14:25 FILE: HABT1 TRUSS TYPE (H) HOWE PITCHED TRUSS TRUSS PLATE STYLE 1 TRUSS BEARING 4.000 in BUILDING HE1GH1 8.083 ft TRUSS LENGTH 25.083 ft TRUSS SPACING 2.000 ft TRUSS PITCH (TC) 5.00: 12 TRUSS PITCH (BC) 0.00: 12 DEAD LOAD' = 7.0psf (Top Chord) DEAD LOAD = 10.0 psf (Bottom Chord) LIVE LOAD = 20.0 psf (Top Chord) SNOW LOAD = 0.0 psf (Design) WIND LOAD = 20.5 psf NUMBER OF TRUSSES ( 19 ea. TRUSS TOTAL WEIGHT 1,528 lb (including accessories) MATERIAL UNIT NO. REQ. COST/UNIT TOTAL COST Coil , 7.5" x 0.024" lbs 358 0.37 131 Coil , 7.5" x 0.030" lbs 376 0.36 136 Coil , 7.5" x 0.036" lbs 540 0.36 194 Coil , 9.5" x 0.024" lbs 130 0.37 47 Coil , 9.5" x 0.036" lbs 200 0.36 72 Rivet - 1/4" dia. 50/bx 23 2.50 58 Screw - T/2, #12-14 x 3/4" 250/bx 2 7.50 15 CONNECTOR PL, 9.5 x 12 x .036 each 95 0.00 0 CONNECTOR PL, 9.5 x 15 x .036 each 57 0.00 0 BOTTOM CHORD, 350CC22 301 .00" 19 0.00 0 TOP CHORD 35OCC20 . 179.94" 38 0.00 0 DIAGONAL 1, 350CA24 44.36" 19 0.00 0 DIAGONAL 2, 350CA24 45.76" 19 0.00 0 DIAGONAL 3, 350CA24 55.28" 19 0.00 0 DIAGONAL 4, 350CA24 66.64" 19 0.00 0 DIAGONAL 5, 350CA24 55.28" 19 0.00 0 DIAGONAL 6, 350CA24 45.76" 19 . 0.00 0 DIAGONAL 7, 350CA24 44.36" 19 0.00 0 TRUSS BRI GING, 350CA24 243.00" 8 0.00 0 TRUSS COSTS $'- 34.39 ea. ( 3.0 plf) 653 NOTE: 1) Diagonal length is distance from center of intersection of Top Chord and Diagonal to center of intersection of Bottom Chord and Diagonal (plus 1 1/2" (38 mm) @ each end) . r ra+iELEN 1 I ' STPUCTUPE DATA ' T - 2 TYPE = PLANE NJ = 14 NIM = 21 NE 0 i NS = 2 NL = 17 IXMAX= 19 3 NO a5 n YMAX= 4 0 1 IMAX= 0 0 N i 4 w r I I ' J•14.N•21 UNIT FEE KIP STAAD P O S T - P L O T (REV 202 i DATE OCT 9, 1995 USER ID CROWN BUILDING SYSTEMS TILE HOWE PITCHED TRUSS - 16 5E3 FT X 6 PA Crown Building Systems 6390 Phillips Highway Jacksonville FL. 32216 (904) 737-7144 PROJECT HABITAT PAGE NO. 1 LOCATION DATE: 10-09-1995 JOB NO. T-2 TIME: 14:30 ENGINEER FILE: HABT2 TRUSS TYPE (H) HOWE PITCHED TRUSS TRUSS PLATE STYLE 1 TRUSS BEARING 3.50 in NO. OF PANELS 6 BUILDING HEIGHT 8.08 ft TRUSS LENGTH 16.58 ft TRUSS SPACING 2.00 ft TRUSS EAVE OVERHANG 1.30 ft (Top Chord Extension) TRUSS EAVE SUPPORT S TRUSS PITCH (TC) 5.00: 12 TRUSS PITCH (BC) 0.00: 12 DEAD LOAD = 7.0 psf (Top) DEAD LOAD = 10.0 psf (Bottom) LIVE LOAD = 20.0 psf (Top) SNOW LOAD = 0.0 psf (Ground) I (snow) = 1.00 SNOW LOAD - 0.0 psf (Design) Ce(snow) = 0.90 WIND LOAD = 20.5 psf I (wind) = 1 .00 WIND SPEED - 100 mph, EXPOSURE C OPEN STRUCTURE - Y SEISMIC LOAD 0.0 psf (Additional Live/Snow) SEISMIC COEFFICIENT - 0.000 ACTUAL Mx/My ALLOWABLE Mx/My INT. Member Section Axial Shear Moment Axial Shear Moment VALUE Type (kip) (kip) (kp-in) (kip) (kip) (kp-in) Bottom Chord 1-350CA24 1 . 18T 0.06 0.84 3.56 0.36 3.34 0.58 Top Chord 1-350CA24 1 .33C 0. 11 0.60 1 .90 0.36 3.34 0.88 Diagonals 1-350CA24 0.53T 0.00 0.44 3.56 0.36 1. 11 0.54 SECTION NOMENCLATURE - 350CA24 (EXAMPLE) 350 - SECTION DEPTH (inches x 100) C - SHAPE (CEE) A - MATERIAL GRADE 24 - MATERIk GAUGE MAXIMUM SUPPORT REACTIONS SUPPORT P(up) P(dn) V(max) LEFT 0.74 kip -0.25 kip 0.21 kip RIGHT 0. 74 kip -0.25 kip 0.00 kip MAXIMUM VERTICAL DEFLECTION .. = 0.091 in (L / 2189 between supports) MAXIMUM VERTICAL DEFLECTION - .0.032 in (L / 491 at overhang) MAXIMUM HORIZONTAL DEFLECTION = 0.034 in STATUS (per applicable code) SBC, 1994 Edition: PASSED PROJECT HABITAT PAGE NO. 2 LOCATION: DATE: 10-09-1995 WIND LOAD DATA EXPOSURE FACTOR (Kz)= 0.80 'ASCE Eq. C3 GUST FACTOR (Gz) = 1.32 'ASCE Eq. C5 BASIC WIND (Qz) = 20.50 psf 'ASCE Eq 3 WINDWARD WALL PRESSURE = 26.77 psf Cq = 1.31 Cq = [GzCp } GCpil LEEWARD WALL PRESSURE =-28.91 psf Cq =-1.41 h = 9.81 ROOF LWN PRESSURE =-34.32 psf Cq =-1 .67 h/L = 0.59 ROOF WWN PRESSURE (o) =-31.77 psf Cq =-1 .55 ROOF WWN PRESSURE (i ) = 0.00 psf Cq = 0.00 ROOF LWP PRESSURE =-34.32 psf Cq =-1 .67 ROOF WWP PRESSURE --34.32 psf Cq =-1 .67 EAVE OVERHANG PRESSURE = 26.77 psf Cq = 0.80 TRUSS DESIGN CHART ,. Member Component Length Axial Fastener Pa No. Detail Type (ft) (kip) Type (kip) Req Req. Bot Cd @ Knee 350CA24 -- 1. 18 12-14 T/2 SD 0.200 6 16 Top Cd @ Ridge 350CA24 -- 0.90 12-14 T/2 SD 0.200 6 20 Diagonal 1 350CA24 2.99 0. 15 12-14 T/2 SD 0.200 2 17 22 Diagonal 2 350CA24 2.30 0. 15 12-14 T/2 SD 0.200 2 17 18 Diagonal 3 350CA24 3.60 0.38 12-14 T/2 SD 0.200 2 17 18 Diagonal 4 350CA24 3.45 0.53 12-14 T/2 SD 0.200 4 19 Diagonal 5 350CA24 3.59 0.38 12-14 T/2 SD 0.200 2 17 18 Diagonal 6 350CA24 2.30 0. 15 12-14 T/2 SD 0.200 2 17 18 Diagonal 7 350CA24 3.00 0. 15 112-14 T/2 SD 0.200 2 17 22 NOTES: 1. Truss Diagonals numbered from Left to Right 2. Truss material : All gages - ASTM A446, Grade A, Fy = 33 ksi AS1M A446, Grade C. Fy = 40 ksi ASTM A446, Grade D, Fy - 50 ksi PROJECT : HABITAT PAGE NO. 3 LOCATION: DATE: 10-09-1995 TRUSS CONNECTION DESIGN DATA E = 29,500 ksi Fy = 33 ksi (weakest design grade, member or plate) Fu = 55 ksi (connector plate - Grade C) t = 0.036 in (connector late) FS = 3.00 (Factor of �afety) 12-14 T/2 SD aximum Connector Spacing c/c = 2. 163 in 'AISI D1.2(b) Minimum Connector Spacing c/c = 0.630 in 'AISI E3.1 Connector Edge distance = 0.315 in 'AISI E3.1 END BEARING CONNECTION Pc (compress)— 740 lbs Pt (tension) 250 lbs V (shear) = 0 lbs 3/8" A307 Anchor Bolt: Pa (Tension) — 2209 lbs Va (Shear) = 1104 lbs Va (Bearin ) = 810 lbs No. of Bolts = 1 each/joint Additional Cee Bearing Seat: Fp (End bearing) = 500 psi Bearing Seat Length = 4 in Channel Bearing Seat Required: NO ( 0 each) DETAILS REQUIRED FOR FABRICATION C- 16 C- 17 C- 18 C- 19 C- 20 C- 22 C- 26 C- 40 C- 42 C- 45 NOTE: a) Trusses require 1 rows of bridging. Spacing between rows shall be approximately equal . Bridging member size: 350CA24 TRUSS ESTIMATE PROJECT NAME HABITAT PAGE NO. 4 PROJECT ADDRESS: DATE: 10-09-1995 PROJECT JOB NO. : T-2 TIME: 14:30 FILE: HABT2 TRUSS TYPE (H) HOWE PITCHED TRUSS TRUSS PLATE STYLE 1 TRUSS BEARING 3.500 in BUILDING HEIGHT 8.083 ft TRUSS LENGTH 16.583 ft TRUSS SPACING 2.000 ft. TRUSS PITCH (TC) 5.00: 12 TRUSS PITCH (BC) 0.00: 12 DEAD LOAD = 7. 0 psf (Top Chord) DEAD LOAD = 10.0 psf (Bottom Chord) LIVE LOAD = 20.0 psf ( lop Chord) SNOW LOAD = 0.0 psf (Design) WIND LOAD = 20.5 psf NUMBER OF TRUSSES I 2 ea. TRUSS TOTAL WEIGHT 114 lb (including accessories) MATERIAL UNIT NO. REQ. COST/UNIT TOTAL COST Coil , 7.5" x 0.024" lbs 71 0.37 26 Coil , 9.5" x 0.024" lbs 33 0.37 12 Coil , 9.5" x 0.036" lbs 21 0.36 8 Rivet - 1/4" dia . 50/bx 2 2.50 5 Screw - T/2, #12-14 x 3/4" 250/bx 1. 7.50 8 CONNECTOR PL, 9.5 x 12 x .036 each 10 0.00 0 CONNECTOR PL, 9.5 x 15 x . 036 each 6 0.00 0 BOTTOM CHORD, 350CA24 199.00" 2 0.00 0 TOP CHORD 350CA24 124.69" 4 0.00 0 DIAGONAL 1, 350CA24 25.88" 2 0. 00 0 DIAGONAL 2, 350CA24 31.60" 2 0.00 0 DIAGONAL # 3, 350CA24 33.20" 2 0.00 0 DIAGONAL # 4, 350CA24 45.40" 2 0.00 0 DIAGONAL 5, 350CA24 33.08" 2 0.00 0 DIAGONAL 6. 350CA24 31.60" 2 0.00 0 DIAGONAL 7, 350CA24 26.00" 2 0.00 0 TRUSS BRI GING, 350CA24 243.00" 2 0.00 0 TRUSS COST( $ 29.01 ea . ( 2.7 plf) 58 NOTE: D Diagonal length is distance from center of intersection of Top Chord and Diagonal to center of intersection of Bottom Chord and Diagonal (plus 1 1/2" (38 mm) @ each end) . 0 t MN/EIEM STRUCTURE DATA TYPE = PLANE H A B T - 3 NJ = 10 NM = 17 NE = 0 NS = 2 NL = 17 XMAX= 15.5 e' 39 YMAX= 3 6 ZMAX= 0.0 m P 3 89 3.87 * 388 _ J=10.M:17 UNIT FEE KIP STAAD P O S - PLOTT (REV : 20. 2 ) DATE: NOV 1 , 1995 USER ID CROWN BUILDING SYSTEMS TITLE HOWE PITCHED TRUSS - 15.497 FT X 4 PA Crown Building Systems 6390 Phillips Highway Jacksonville FL. 32216 (904) 7�7-7144 PROJECT HABITAT PAGE NO. 1 LOCATION DATE: 11-01-1995 JOB NO. TIME: 10:17 ENGINEER T-3 FILE: HABITATS TRUSS TYPE (H) HOWE PITCHED TRUSS TRUSS PLATE STYLE 1 TRUSS BEARING 3.50 in NO. OF PANELS 4 BUILDING HEIGHT 8.08 ft TRUSS LENGTH 15.50 ft TRUSS SPACING 2.00 ft TRUSS HEIGHT 0.67 ft TRUSS EAVE SUPPORT S TRUSS PITCH (TC) 5.00:12 TRUSS PITCH (BC) 0.00:12 DEAD LOAD = 7.0 psf (Top) DEAD LOAD = 10.0 psf (Bottom) LIVE LOAD = 20.0 psf (Top) SNOW LOAD = 0.0 psf (Ground) I (snow) = 1.00 SNOW LOAD = 0.0 psf (Design) Ce(snow) = 0.90 WIND LOAD = 20.5 psf I (wind) = 1.00 WIND SPEED = 100 mph, EXPOSURE C OPEN STRUCTURE - Y SEISMIC LOAD = 0.0 psf (Additional Live/Snow) SEISMIC COEFFICIENT = 0.000 ACTUAL Mx/My ALLOWABLE Mx/My INT. Member Section Axial Shear Moment Axial Shear Moment VALUE Type (kip) (kip) (kp-in) (kip) (kip) (kp-in) Bottom Chord 1-350CA24 0.94T 0.05 0.48 3.56 0.36 3.34 0.41 Top Chord 1-350CA24 1.05C 0.10 0.96 1.67 0.36 3.34 0.91 Diagonals 1-350CA24 0.94T 0.00 0.61 3.56 0.36 1.11 0.85 SECTION NOMENCLATURE - 350CA24 (EXAMPLE) 350 = SECTION DEPTH (inches x 100) C = SHAPE (CEE) A - MATERIAL GRADE 24 = MATERIAL GAUGE MAXIMUM SUPPORT REACTIONS SUPPORT P(up) P(dn) V(max) LEFT 0.62 kip -0. 18 kip 0.20 kip RIGHT 0.62 kip -0.18 kip 0.00 kip MAXIMUM VERTICAL DEFLECTION = 0.047 in (L / 3999 between supports) MAXIMUM HORIZONTAL DEFLECTION = 0.013 in STATUS (per applicable code) SBC, 1994 Edition: PASSED PROJECT : HABITAT PAGE NO. 2 LOCATION: DATE: 11-01-1995 WIND LOAD DATA EXPOSURE FACTOR (Kz)= 0.80 'ASCE Eq. C3 GUST FACTOR (Gz) = 1.32 'ASCE Eq. C5 BASIC WIND (Qz) = 20.50 psf 'ASCE Eq 3 WINDWARD WALL PRESSURE = 26.77 psf Cq = 1.31 Cq = [Gl + GCpil LEEWARD WALL PRESSURE =-28.91 psf Cq =-1.41 h = 9.70 ROOF LWN PRESSURE =-34.32 psf Cq =-1.67 h/L = 0.63 ROOF WWN PRESSURE (o) =-31.77 psf Cq =-1.55 ROOF WWN PRESSURE (i ) = 0.00 psf Cq = 0.00 ROOF LWP PRESSURE =-34.32 psf Cq =-1.67 ROOF WWP PRESSURE =-34.32 psf Cq =-1.67 EAVE OVERHANG PRESSURE = 0.00 psf Cq = 0.80 TRUSS DESIGN CHART Member Component Length Axial Fastener Pa No. Detail Type (ft) (kip) Type (kip) Req Req. Top Cd @ Eave 350CA24 -- 1. 06 12-14 T/2 SD 0.200 6 50 Bot Cd @ Eave 350CA24 -- 0.19 12-14 T/2 SD 0.200 4 50 Top Cd @ Ridge 350CA24 -- 0.80 12-14 T/2 SD 0.200 4 20 Diagonal 1 350CA24 0.38 0.58 12-14 T/2 SD 0.200 4 50 Diagonal 2 350CA24 3.89 0.94 12-14 T/2 SO 0.200 6 17 18 Diagonal 3 350CA24 1.99 0.10 12-14 T/2 SD 0.200 2 17 18 Diagonal 4 350CA24 4.36 0.31 12-14 T/2 SD 0.200 2 17 18 Diagonal 5 350CA24 3.60 0.39 12-14 T/2 SD 0.200 2 19 Diagonal 6 350CA24 4.35 0.31 12-14 T/2 SD 0.200 2 17 18 Diagonal 7 350CA24 1.99 0.10 12-14 T/2 SD 0.200 2 17 18 Diagonal 8 350CA24 3.90 0.94 12-14 T/2 SD 0.200 6 17 18 Diagonal 1 9 350CA24 0.38 0.58 12-14 T/2 SD 0.200 4 50 NOTES: 1. Truss Diagonals numbered from Left to Right 2. Truss material : All gages - ASTM A446, Grade A, Fy = 33 ksi ASTM A446, Grade C, Fy = 40 ksi ASTM A446, Grade D, Fy = 50 ksi PROJECT : HABITAT PAGE NO. 3 LOCATION: DATE: 11-01-1995 TRUSS CONNECTION DESIGN DATA E = 29,500 ksi FY = 33 ksi (weakest design grade, member or plate) Fu - 55 ksi (connector plate - Grade C) t - 0.036 in (connectorlate) FS = 3.00 (Factor of Safety) #12-14 T/2 SD Maximum Connector Spacing c/c = 2. 163 in 'AISI D1.2(b) Minimum Connector Spacing c/c = 0.630 in 'AISI E3.1 Connector Edge distance = 0.315 in 'AISI E3. 1 END BEARING CONNECTION Pc (compress)= 620 lbs Pt (tension) = 180 lbs V (shear) = 0 lbs 3/8" A307 Anchor Bolt: Pa (Tension) = 2209 In Va (Shear) = 1104 lbs Va (Bearing) = 810 lbs No. of Bolts = 1 each/joint Additional Cee Bearing Seat: Fp (End bearing) = 500 psi Bearing Seat Length - 4 in Channel Bearing Seat Required: NO ( 0 each) DETAILS REQUIRED FOR FABRICATION C- 17 C- 18 C- 19 C- 20 C- 22 C- 26 C- 40 C- 42 C- 44 C- 45 C- 50 NOTE: a) Trusses require 1 rows of bridging. Spacing between rows shall be approximately equal . Bridging member size: 275AA20 TRUSS ESTIMATE PROJECT NAME HABITAT PAGE NO. 4 PROJECT ADDRESS: DATE: 11-01-1995 PROJECT JOB NO. : TIME: 10:17 FILE: HABITAT3 TRUSS TYPE (H) HOWE PITCHED TRUSS TRUSS PLATE STYLE 1 TRUSS BEARING 3.500 in BUILDING' HEIGHT 8.083 ft TRUSS LENGTH 15.497 ft TRUSS SPACING 2.000 ft TRUSS HEIGHT 0.667 ft TRUSS PITCH (TC) 5.00:12 TRUSS PITCH (BC) 0.00:12 DEAD LOAD = 7.0 psf (Top Chord) DEAD LOAD = 10.0 psf (Bottom Chord) LIVE LOAD = 20.0 psf (Top Chord) SNOW LOAD = 0.0 psf (Design) WIND LOAD - 20.5 psf NUMBER OF TRUSSES 1 ea. TRUSS TOTAL WEIGHT 46 lb (including accessories) MATERIAL UNIT NO. REQ. COST/UNIT TOTAL COST Coil , 7.5" x 0.024" lbs 36 0.37 13 Coil , 9.5" x 0.036" lbs 13 0.36 5 Rivet - 1/4" dia. 50/bx 1 2.50 3 Screw - T/2, #12-14 x 3/4" 250/bx 1 7.50 8 CONNECTOR PL, 9.5 x 12 x .036 each 9 0.00 0 CONNECTOR PL, 9.5 x 15 x .036 each 1 0.00 0 BOTTOM CHORD #1, 350CA24 185.96" 1 0.00 0 TOP CHORD 1, 350CA24 101.46" 1 0.00 0 TOP CHORD 2, 350CA24 101.46" 1 0.00 0 DIAGONAL 1, 350CA24 8.56" 1 0.00 0 DIAGONAL 2, 350CA24 36.68" 1 0.00 0 DIAGONAL 3, 350CA24 27.88" 1 0.00 0 DIAGONAL 4, 350CA24 42.32" 1 0.00 0 DIAGONAL 5, 350CA24 47.20" 1 0.00 0 DIAGONAL 6, 350CA24 42.20" 1 0.00 0 DIAGONAL 7, 350CA24 27.88" 1 0.00 0 DIAGONAL 8, 350CA24 36.80" 1 0.00 0 DIAGONAL 1 9, 350CA24 1 8.56" 1 0.00 0 TRUSS COST EUS(DOLLAR)II 27.82 ea. ( 3.0 plf) 28 NOTE: 1) Diagonal length is distance from center of intersection of Top Chord and Diagonal to center of intersection of Bottom Chord and Diagonal (plus 1 1/2" (38 mm) @ each end) . 1/� 1 KORB ENGINEERING OF FLORIDA P.O. Box 1682 Ponte Vedra Beach, FL 32004 (904) 285-8380 / FAX (904) 285-0506 November 3, 1995 CROWN BUILDING SYSTEMS 6390 Phillips Highway Jacksonville, FL 32216 Subject: Habitat for Humanity - Lot 2 Truss Engineering Submittals Att'n: Mr. Mark Mengel Please find attached engineering calculations for the trusses for the above-referenced project. These calculations were prepared using the program Tass D&E, prepared by John F. Butts & Associates, Colorado Springs, Colorado. Truss D&E relies on STAAD3, an acronym for Structural Analysis and Design. STAAD3 is a widely recognized program specifically designed for this purpose. I have verified myself that the inputs to this program for this project were prepared properly for all trusses . I have reviewed the results for selected trusses to verify that the results were reasonable. The calculations and my notes are on file and available to you if needed. Please note that this applies only to trusses for the above job. Please call me if you have any questions . �a.n�.erely, eF � J �dlrew D. Korb Enclosure /moeT; . " Buil dig all L Jii ilg 9 trig Beaches Habitat Habitat for Humanity of the Jacksonville Beaches, Inc. December 8, 1995 Mr. Dan Ford Building Inspector Atlantic Beach, Fl, 32233 Dear Mr. Ford: We appreciate the consideration your have given Beaches Habitat in allowing the Hollidays to move into their new Home. We recognize that there is a problem that needs correction on the roof of the house at 195 Main St. , and we promise to do everything in our power to correct, and make the roof sound. This we will do within the next 30(thirty) days. Thank you again for your help. Sine ly: - &ZL Dave Clarke, Vice President 1995 Building and Zoning P.O. Box 50939 Jacksonville Beach, FL 32240 19041 241-1222 /�11�� CITY__Ol/F #dw 12 Office of Building Official REST FOR INSPECTION Date_ Permit No. Time A.M. Received / g C�1'L Job Addres ? Locality- Owner's -- Name Contractor BUILDING _f, CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing — Rough Wiring __ Rough Air Cond. & Re Roofing Slab IL Temp Pole -. Top Out Heating Insulation Lintel = Final Sewer Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. / � ~/ ( — 4> A.M. Inspection Made P.M. pector_ Final Inspection ate of Occupancy Date — --- G;"»,r. .v 4,.-. ,�'�i"r,,r,. f" ..... , ax4.,' .1,r^7t5': .,a4`.wr . �c.liia. .•�,"' CITY 4F � - �tacida M 3004OU ROAD ULTINOM V"M-sas M 00 2OLsNs NOTICE TO: Water Department FROM: Building Department DATE: Please be advised that the final building insp*6tion has been completed on each of the following addresses and etsuction Mater is no longer needed: Permit Number Address i r ir.rn ixi*w��i�irwiww+w:r�.w wry r Sincerely, Building Department i CITY OF Office of Building Official REQUEST FOR INSPECTION Date Permit No. _ Time A.M. Received PM. f� Job Addr s - Locality �— Owner's Name tra or^ BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL (;In Footing �; Rough Wiring Fj Rough r� Air Cond.& Slab ❑ Temp Pole Top Out Heating Ins d lintel G Final � Sewer 0 Fire Place READY R INSPECTIONPra Fab A.M, Mon. s. /! t Wed. ' Thurs. Friday P.M. XM Inspection Made fnspector� Final fnspecti Certificate of Occupancy LE Date Tatt-firate of Mccuparg Tito of Atlantic Nmc4 — floribo 1hpartment of JSuiffing Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the €€Southern Standard Building Code certifying that at the time of issuance this structure was incompliance with the various ordinances regulating building construction or use. For the following. Use Classification Single Family Residence Bldg. Permit No. 10939 Group w•f rame Type Construction E—/f Fire District Atlantic Beach Owner of Building Beaches Habitat Address 195 Main Street Byil hng Address 195 MaiA Street Locality Atlantic Beach, FL 3:2233 By: DON C, FORD/ Building ficial Date: G POST IN A CONSPICUOUS PLACE q� CITY OF 4&4o4c Aeac4//t- V Office of Building Official > REQUEST FOR INSPECTION Date Permit No. (�_1 Time A.M. Received _P.M. Job AddressLocality Owner's f r Name nb tractor BUILDING CONCRE E ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough bViring Roug Air Cond. & Re Roofing Slab Temp Pole Heating insulation Lintel Final _ Sewer ire Place - Pre Fab READY FOR INSPECTION A.M.: Mon Tues Ned. Thurs. Friday "Pll A.M. eMads _ _ _— �� Inspctien,p �. Certificate Final eot'Occupancy f Date - — ----------- CITY OF 4&644-c /.sera- Office of Building Official REQUEST FOR INSPECTION ate Permit-N6. np A.M. eceived Pm, T Job Address --ality wner's ame ------ Contractor CU ULD146 CONCRETE ELECTRICAL PLUMBING MECHANICAL - E 0 Air Cond. & ,ami:n Footing �-3 Rough Wiring L-j Rough e Roofing Slab 171, Temp Pole [I Top Out E Heating �sulation Lintel Final E- Sewer E Fire Place Pre Fab READY FOR INSPECTION A.It on. Tues Wed, Thurs. Friday 1101 - A,M, spection Made --RM. ancy Date f 1 / ` CITY OF t Office of Building Official REQUEST FOR INSPECTION n / ee5We3 Date_ l -7 Permit N6. Time -1 �� A.M. Received Job Address L c Pity Owner's Name Contractor l BU�LrG �i CONCRETE ECTRICA UMBING 1Vi f/1L Footing ough Wiring Rough / i:eac -tom Re Roofing Slab - Temp Pole Top Out r Heating Insulation _ Lintel Final Sewer Fire Place E Pre Fab READY FOR INSPECTION A.M-1. Mon. Tues yyesL_ Thurs. Friday P.M. A.M. Inspection:Made _ P.M. Certificate of Occupw Date _ u r,, v '.- � � 89°00'15W iA 1 � fi�I�yEREt/vE/✓CE � tr� 0 � l9 � � fi/''/sNe�c�fceaK ttcty/o.7s '� 03� � �a N 89°00'15"E. J/. 30' \ NOTES `vim BEARINGS ARE BASED ON THE EAST RIGHT-OF-WAY LINE OF MAIN `�- GIREET AS BEING S.01.17'45"E. NO BUILDING RESTRICTION LINE 8Y PLT,BUT THERE MAY BE 1 11 Ile RESTRICTION LINES OR EASEMENTS THAT AFFECT THIS PROPERTY BY ZONING OR RECORDED IN THE PUBLIC RECORDS OF THIS COUNTY THAT ARE NOT SHOWN ON THIS SURVEY. THIS PROPERTY LIES IN FLOOD ZONE "X" BY FLOOD MAPS REVISED 4/17/1989, COMMUNITY PANEL NO.120075 0001 D. KENNETH W.8 KAREN E.HOLIDAY : I HEREBY CERTIFY TO:HABITAT FOR HUMANITY OF THE JACKSONVILLE BEACHES D/B/A BEACHES HABITAT :ATTORNEYS' TITLE INS.FUND, INC.:HAYWOOD M. BALL, ATTY. THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA 50ARD OF PROFESSIONAL LAND SURVEYORS, PURSUANT TO SECTION 472.027 FLORIDA STATUTES AND CHAPTER 61G17-6 �p pp�p 22��pp � ��p FLORIDA ADMINISTRATIVE CODE. 4ED)I�JW�LSifV L-�i=�uV® SSUU V tom U ®U IlS. INC. PROFESSIONAL LAND SURVEYOR 4707 F09RI6A H. BRUCE DURDEN, JR. DATE: NOVEMBER ZU, 1995 1103 SOUTH THIRD STREET SCALE: i"=20' JACKSONVILLE BEACH, FLORIDA 32250 (904) 249-7261 FAX.(904) 241-1252 THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MAP SHOWING BOUNDARY SURVEY OF: LOT 2, BLOCK 84, ATLANTIC BEACH SECTION "H", AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA; TOGETHER WITH A PART OF FORMER MAIN STREET (AS CLOSED BY THE CITY OF ATLANTIC BEACH RESOLUTION NO. 65-75-5) , ALL BEING MORE PARTICULARLY ' DESCRIBED AS FOLLOWS: FOR A POINT OF BEGINNING COMMENCE AT THE SOUTHWEST CORNER OF SAID LOT 2; THENCE N.89400'15"E. , ALONG THE SOUTH LINE OF SAID LOT 2, A DISTANCE OF 91.30 FEET TO A POINT ON THE SOUTHWESTERLY LINE OF THE AFOREMENTIONED CLOSED PORTION OF MAIN STREET; THENCE N.54-37'00"E., AT RIGHT ANGLES TO THE CENTERLINE OF SAID CLOSED PORTION OF MAIN STREET, A DISTANCE OF 25.00 FEET TO SAID CENTERLINE; THENCE N.35'23'00"W. , ALONG SAID CENTERLINE OF THE CLOSED PORTION OF MAIN STREET, A DISTANCE OF 43.48 FEET TO AN INTERSECTION WITH THE EASTERLY PROJECTION OF THE NORTH LINE OF SAID LOT 2; THENCE S.89°00'15"W. , ALONG SAID NORTH LIME OF LOT 2, A DISTANCE OF 87.64 FEET TO THE NORTHWEST CORNER OF LOT 2; THENCE S.01'17'45"E. , ALONG THE WEST LINE OF LOT 2 (THE SAME BEING THE EAST LINE OF A 50 FOOT RIGHT-OF-WAY NOW KNOWN AS MAIN STREET), A DISTANCE OF 50.00 FEET TO THE POINT OF BEGINNING. G iv N n X -Z„ O O X � \W `OT IgA• \ o �`a I Blotk `\ 8,9000,15"W _+ m C�p S 2s.8' 9. � t9 Z N f�r�svfc�f<ea•C e+c�.i.�c.7s N �� Q v Ct7 15.9' .41 iray ft m to )v 831000•/5"E. 9/. 30' t� NOTES BEARINGS ARE BASED ON THE EAST RIGHT-OF-WAY UNE OF MAIN STREET AS BEING S.0I.17'45"E. L� 1995 NO BUILDING RESTRICTION LINE 8Y PLT,BUT THERE MAY BE I ®��y RESTRICTION LINES OR EASEMENTS THAT AFFECT THIS PROPERTY ( BY ZONING OR RECORDED IN THE PUBLIC RECORDS OF THU; Building pnd Zoning COUNTY THAT ARE NOT SHOWN ON THIS SURVEY, THIS PROPERTY LIES IN FLOOD ZONE"X"BY FLOOD MAPS REVISED 4/17/1989, COMMUNITY PANEL NO.120075 0001 D. KENNETH W.6 KAREN E.HOLIDAY