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106 and 108 Seminole Rd (vault) (2) 1 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL 247-5826-FAX 247-5877 PERMIT INFORMATION 1 LOCATION INFORMATION - Permit Number: 19458 Address: 108 SEMINOLE ROAD Permit Type: DUPLEX RESIDENCE ATLANTIC BEACH, FL3 2233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FMLY(ATT) Lot(s):608 Block: Section: Square Feet: Subdivision: SALTAIR Est. Value: Parcel Number: Improv. Cost: 100,000.00 OWNER INFORMATION Date Issued: 1/13/2000 Name: ARMSTRONG, DANE Total Fees: 3,364.90 Address: 127 SIXTH AVENUE Amount Paid: 3,364.90 JACKSONVILLE BEACH, FL 32250 Date Paid: 1/13/2000 Phone: (904)241-9271 Work Desc: CONSTRUCT NEW DUPLEX RESIDENCE PER PLANS HSF 1685/RADON&SCHG 990 CONTRACTOR(S) t. _ . =74 APPLICATION FEES ARMSTRONG CONSTRUCTION PERMIT 690.00 WATER IMPACT FEE 530.00 SEWER IMPACT FEE 1,250.00 WATER METER/TAP 525.00 RADON GAS-H.R.S. 4.70 . RADON CAB 5% 0.25 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 CONST.SURCHARGE 4.45 SCHARGE/ATL.BCH. 0.50 - .. FOOTING SLAB COVER UP FRAMING FINAL BUILDING CERTIF/OCCUPANCY INSULATION NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Operator: RANIER Date: 2/83/88 81 Receipt: 0831489 Cam-- Total Payment $3364.90 ATLANTIC BEACH UILDING T. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL 247-5826-FAX 247-5877 PERMIT INFORMATION � LOCATION INFORMATION Permit Number: 19457 Address: 106 SEMINOLE ROAD Permit Type: DUPLEX RESIDENCE ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: DUPLEX Lot(s): 608 Block: Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: SALTAIR mprov. Cost: 100,000.00 OWNER INFORMATION I Date Issued: 1/13/2000 Name: ARMSTRONG, DANE Total Fees: 3,364.90 Address: 127 SIXTH AVENUE Amount Paid: 3,364.90 JACKSONVILLE BEACH, FL 32250 Date Paid: 1/13/2000 Phone: (904)241-9271 Work Desc: CONSTRUCT NEW DUPLEX RESIDENCE PER PLANS - HSF1685/RADON&SURCHG 990 CONTRACTOR(S) .:. -=�' APPUCATION FEES ARMSTRONG CONSTRUCTION PERMIT 690.00 WATER IMPACT FEE 530.00 SEWER IMPACT FEE 1,250.00 WATER METER/TAP 525.00 RADON GAS-H.R.S. 4.70 RADON CAB 5% 0.25 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 CONST.SURCHARGE 4.45 SCHARGE/ATL.BCH. 0.50 -..� - ihspectionsR q iredt _ FOOTING SLAB COVER UP FRAMING FINAL BUILDING CERTIF/OCCUPANCY NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Operator: JLANIER Date: 2/83/08 81 Receipt: 0831488 Total Payment 53364.90 ATLANTIC BEACH : ILDING DEPT. i�1� I� /� r C 4°‘' CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address / 66 s (` tt'( / til a t c a... 13 . Date 12- - 4) —"l l Heated Square Footage / 6 U $ per sq ft = $ c e'o f@ \ Garage/Shed .A:V @ $ per sq ft = S 66 Carport/Porch V @ $ per sq ft = $ Deck @ $ per sa ft = $ Js Patio @ $ per sq ft = S Oa TOTAL VALUATION : S /01600 /4 O D00 1/6, Ci $ 416d ic 42 Total Valuation 1st $ S Remaining Value $ . per thousand or portion thereof TOTAL BUILDING FEE $ L.166 . 66 + 1/2 Filing Fee $ 2 20. d 0 ( ) Fireplaces @ $15 . 00 $ - .- BUILDING PERMIT FEE S (, / a ,t 4 WATER IMPACT FEE $ 524 •0 a SEWER IMPACT FEE $ I )-.1 0,ZZ WATER METER/TAP $ 5-2_11 00 CAPITAL IMPROVEMENT S 3 2 o' SEWER TAP S -- O _ . (g`! CO RADON (HRS ) . 0050 S . 7 O . 2 r SECTION. H PAVING ( ) $ —d — HYDRAULIC SHARES S _a CROSS CONNECTION $ 3 J,� O 0 110) SURCHARGE . 0050 S L/. teri, .3-0 OTHER $ GRAND TOTAL DUE $ Y-1 ‘ V O ADDITIONAL PERMITS OR FEES : Mechanical ; Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank ; Well ; Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES : r CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address / 0 ? S Flrt / N t �D CC . 13 . Date 12- - 1 -q, Heated Square Footage / 6 r;'—; $ per sq ft = $ e Garage/Shed J'f\e @ $ per sq ft = $ i o Carport/Porch V I @ S per sq ft = $ c Deck @ $ per sq ft = $ ry �� P Patio V ® @ $ per sq ft = S 0 TOTAL VALUATION : ; $ /00 10 c o /pO oOo L/6 d $ e✓d) 0 , ov Total Valuation 1st $ $ Remaining Value $ . per thousand or portion thereof TOTAL BUILDING FEE $ 1.16 O . e) + 1/2 Filing Fee $ 30. d 0 ( ) Fireplaces @ $15 . 00 $ - 1) — BUILDING PERMIT FEE S to 7 a.0 O WATER IMPACT FEE $ 520 -0 0 SEWER IMPACT FEE $ 12 3-0,ZZ WATER METER/TAP $ 572-I1 00_: CAPITAL IMPROVEMENT $ ,3 2_,S- Oa SEWER TAP S -- (974 RADON (HRS) . 0050 $---T77-b-77 - SECTION.•H PAVING ( ) $ _d - HYDRAULIC SHARES $ —V CROSS CONNECTION $ 3 37 0 0 (g' ©) SURCHARGE . 0050 S L/. Kr/ ,.4-0 OTHER $ GRAND TOTAL DUE $ 33 y 9 O ADDITIONAL PERMITS OR FEES : Mechanical ; Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank ; Well ; Sign Finish Floon_Elevation Survey ; Other CALCULATIONS and/or NOTES : PROPERTY DESCRIPTION Lot # i Bloc # _ Section# Subdi Sioo n: T /C� RECEIVED Street Name / DESCRIPTION OF WORK or Address: l O fp i / 07 � 0/ 0VOcc.; Nov 1 8 1999 (If in a FLOOD HAZARD Flood Zone: X area complete page 3) Cit of Atlantic Beach --f�-- Brief Description ffe4pki Zoning Class of Work: Remodel/Addition. ZONING INFORMATION Type of Construction: fft/fliff Zoning Provos District: �� Use: /uA4A5k Estimated Value $ gao/DOD •O!> Exceptions or Variances Materials: /4P4? Granted: Solid or Filled Ground: SOL/Q Roof: '5W/441-4 Method of Heating: To I af/, _ at= IYF ORM.AT ION Property Owner: I ,� ' // . i/l d N Phone: A l /2 Mailing Address ' 40411MKAIRAngil. • : _ O Zip: v CONTRACTOR INFORMATION a 45- /0c5- Contractor: �y f -1d-.3-1 /� / �dRi , Phone: Mailing Address: r 41,; • AOMMITO Zip: 3G2› • STATE LICENSE NO: e/ /2 ) er > 3 Dat Dare:e ^^��'nce, 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 CR 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 PE-. T IS e, TINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AN' SUPPO: /NG D• A VEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signatur- /� j'T / / DATE /7-4 —it Contractor Signature Alir AL DATE f SWORN T S SC IBED BEFORE BY � O THIS f d DAY OF , 199 OW , c � i �' zrq „y i~ . } NQo,�i4iti P S3NIdX3 188£9500 M r01 SSIWW00 AM +; i• +/ ., D August 27 EXPI(f 6�1eU0Uly Bpp vet. f �►WU MOY FAIN INewmct INC. ' Department of Community Affairs . SN: 5056 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Component Prescriptive Method A NORTH PROJECT NAME : Seminole Duplex BUILDER: Armstrong Construction AND ADDRESS : PERMITTING CLIMATE OFFICE : ZONE : 11_1 21_1 31_1 OWNER: PERMIT NO. JURISDICTION NO. CK 1 . New construction or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2 . Multi-Family 3 . If Multifamily-No. of units 3 . 2 4 . If Multifamily, is this a worst case (yes/no) 4 . No 5 . Conditioned floor area (sq. ft . ) 5 . 3370 . 00 6 . Predominant eave overhang (ft . ) 6 . 1 . 50 7 . Porch overhang length (ft . ) 7 . 0 . 00 8 . Glass area and type : Single Pane Double Pane a. Clear Glass 8a. 0 . 0sgft Y . 00sgft b. Tint, film or solar screen 8b. 0 . 0sgft G7)0 . 00sgft 9 . Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0 . 00 , 150 . 00 ft b. Wood, raised (R-value, area ) 9b.R=19 . 00 , 752 . 50 sqft l0 .Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=19 . 00, 2200 . 00sgft a. Adjacent : 2 . Wood frame (Insulation R-value) 10a-2 R=11 . 00 , 314 . 00sgft 11 .Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30 . 00 , 2293 . 00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6 . 00 , uncond 13 .Cooling system 13 . Type : Central A/C 4J C ( SEER: 10 . 50 14 .Heating System: 14 . Type : Heat Pump Gj '( HSPF: 7 . 30 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 . MZ HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19 .EPI (must not exceed 100 points) 19 . 98 . 40 a. Total As_Built points 19a. 59339 . 57 b. Total Base points 19b. 60305 . 06 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 PREPARE p. • ���� compliance in accordance with Section DATE: y-d) ✓ / 553 . 908 F.S . I hereby certify th- - �is . . . ding is in compliance wit. 7 10 ...f = -ergy Code . / / '�/ OWNER/AGENT: Ai i. b' / i -44 BUILDING OFFICIAL: DATE: - 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 __= I =_= AS-BUILT =__ GLASS ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SO.F = POINTS N 130 . 00 65 . 8 8554 . 0 DBL CLR N 42 . 0 38 . 3 . 96 1544 . 3 DBL CLR N 20 . 0 38 . 3 . 95 731 . 5 DBL CLR N 6 . 0 38 . 3 . 94 216 . 0 DBL CLR N 6 . 0 38 . 3 . 80 184 . 9 DBL CLR N 20 . 0 38 . 3 . 95 731.5 DBL CLR N 30 . 0 38 . 3 . 90 1030 .3 DBL CLR N 6 . 0 38 . 3 . 86 196 . 9 E 152 . 00 65 . 8 10001 . 6 DBL CLR E 54 . 0 79 . 7 . 95 4106 .5 DBL CLR E 22 . 0 79 . 7 . 88 1543 . 0 DBL CLR E 54 . 0 79 . 7 . 95 4106 . 5 DBL CLR E 22 . 0 79 . 7 . 88 1543 . 0 S 132 . 00 65 . 8 8685 . 6 DBL CLR S 42 . 0 66 . 2 . 94 2613 . 6 DBL CLR S 8 . 0 66 .2 . 92 485 . 9 DBL CLR S 20 . 0 66 . 2 . 93 1234 . 6 DBL CLR S 6 . 0 66 . 2 . 63 249 . 9 DBL CLR S 20 . 0 . 66 . 2 . 93 1234 .6 DBL CLR S 30 . 0 66 . 2 . 83 1648 .4 DBL CLR S 6 . 0 66 . 2 . 74 293 . 9 W 208 . 00 65 . 8 13686 .4 DBL CLR W 54 . 0 79 . 7 . 97 4178 .3 DEL CLR W 20 . 0 79 . 7 . 95 1520 . 9 DBL CLR W 54 . 0 79 . 7 . 97 4178 .3 DBL CLR W 20 . 0 79 . 7 . 95 1520 . 9 DBL CLR W 30 . 0 79 . 7 . 90 2151 . 9 DBL CLR W 30 . 0 79 . 7 . 90 2151 . 9 . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS I POINTS . 15 3 , 370 . 00 622 . 00 . 813 40, 927 . 60 33 , 261 . 90 I 39, 397 . 57 NON GLASS AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS WALLS Ext 2200 . 0 . 9 1980 . 0 Ext Wood Frame 19 . 0 2200 . 0 . 90 1980 . 0 Adj 314 . 0 . 7 219 . 8 Adj Wood Frame 11 . 0 314 . 0 . 70 219 . 8 DOORS Ext 40 . 0 6 . 1 244 . 0 Ext Wood 40 . 0 6 . 10 244 . 0 Adj 36 . 0 2 .4 86 .4 Adj Wood 36 . 0 2 .40 86 .4 CEILINGS UA 1985 . 0 . 6 1191 . 0 Under Attic 30 . 0 2293 . 0 . 60 1375 . 8 FLOORS Sib 150 . 0 -37 . 0 -5550 . 0 Slab-on-Grade . 0 150 . 0 -41 . 20 -6180 . 0 Rsd 752 . 5 -4 . 0 -3002 . 5 Rsd Wood-Pier/Post 19 . 0 752 . 5 -1 . 10 -827 . 8 INFILTRATION 3370 . 0 8 . 0 26960 . 0 Practice #2 3370 . 0 8 . 00 26960 . 0 TOTAL SUMMER POINTS I 55 , 390 . 63 63 , 255 . 82 TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS 55, 390 . 63 . 37 20, 494 . 53 63 , 255 . 82 1 . 00 1 . 100 . 320 . 950 21, 152 .75 • ******************************************************************************* WINTER CALCULATIONS **.***************************************************************************** __= BASE === I =_= AS-BUILT =__ GLASS ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS N 130 . 00 -10 . 6 -1378 . 0 DBL CLR N 42 . 0 7 . 3 1 . 06 325 . 0 DBL CLR N 20 . 0 7 . 3 1 . 07 155 . 9 DBL CLR N 6 . 0 7 . 3 1 . 09 47 . 7 DBL CLR N 6 . 0 7 . 3 1 . 29 56 .4 DBL CLR N 20 . 0 7 . 3 1 . 07 155 . 9 DBL CLR N 30 . 0 7 . 3 1 . 15 251 . 9 DBL CLR N 6 . 0 7 . 3 1 . 21 53 . 0 E 152 . 00 -10 . 6 -1611 . 2 DBL CLR E 54 . 0 -9 . 2 . 86 -428 . 5 DBL CLR E 22 . 0 -9 . 2 . 67 -135 . 6 DBL CLR E 54 . 0 -9 . 2 . 86 -428 . 5 DBL CLR E 22 . 0 -9 . 2 . 67 -135 . 6 S 132 . 00 -10 . 6 -1399 . 2 DBL CLR S 42 . 0 -28 .4 . 97 -1161 . 0 DBL CLR S 8 . 0 -28 .4 . 96 -218 . 9 DBL CLR S 20 . 0 -28 .4 . 97 -551 .0 DBL CLR S 6 . 0 -28 .4 . 71 -121 . 0 DBL CLR S 20 . 0 . -28 .4 . 97 -551 . 0 DBL CLR S 30 . 0 -28 . 4 . 92 -781 . 0 DBL CLR S 6 . 0 -28 .4 . 84 -143 . 1 W 208 . 00 -10 . 6 -2204 . 8 DBL CLR W 54 . 0 -9 . 2 . 91 -453 .3 DBL CLR W 20 . 0 -9 . 2 . 86 -158 .7 DBL CLR W 54 . 0 -9 . 2 . 91 -453 .3 DBL CLR W 20 . 0 -9 . 2 . 86 -158 .7 DBL CLR W 30 . 0 -9 . 2 . 72 -198 .7 DBL CLR W 30 . 0 -9 . 2 . 72 -198 . 7 . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS I POINTS I . 15 3 , 370 . 00 622 . 00 . 813 -6, 593 . 20 -5, 358 .30 I -5, 230 . 88 NON GLASS AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS WALLS Ext 2200 . 0 2 . 2 4840 . 0 Ext Wood Frame 19 . 0 2200 . 0 2 . 20 4840 . 0 Adj 314 . 0 3 . 6 1130 .4 Adj Wood Frame 11 . 0 314 . 0 3 . 60 1130 .4 DOORS Ext 40 . 0 12 . 3 492 . 0 Ext Wood 40 . 0 12 . 30 492 . 0 Adj 36 . 0 11 . 5 414 . 0 Adj Wood 36 . 0 11 . 50 414 . 0 CEILINGS UA 1985 . 0 1 . 2 2382 . 0 Under Attic 30 . 0 2293 . 0 1 . 20 2751.6 FLOORS Slb 150 . 0 8 . 9 1335 . 0 Slab-on-Grade . 0 150 . 0 18 . 80 2820 . 0 Rsd 752 . 5 1 . 0 722 .4 Rsd Wood-Pier/Post 19 . 0 752 . 5 1 . 90 1429 . 8 INFILTRATION 3370 . 0 7 . 4 24938 . 0 Practice #2 3370 . 0 7 .40 24938 . 0 TOTAL WINTER POINTS 30 , 895 . 50 I 33 , 584 . 87 TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS 30, 895 . 50 . 55 16 , 992 . 53 1 33 , 584 . 87 1 . 00 1 . 100 . 466 . 950 16, 354 . 82 ******************************************************************************* WATER HEATING ******************************************************************************* __= BASE __= I === AS-BUILT =__ NUM OF x MULT = TOTAL TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT 6 3803 . 0 22, 818 . 00 I 50 . 92 1 . 000 3638 . 7 1 . 00 21, 832 . 00 ******************************************************************************* SUMMARY ******************************************************************************* __= BASE === I === AS-BUILT =__ COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS 20494 . 5 16992 . 5 22818 . 0 60, 305 . 06 I 21152 . 7 16354 . 8 21832 . 0 59, 339 . 57 ***************** * EPI = 98 .40 * ***************** • ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 98 . 4 DCA Form 600A-93 or Form 600B-93 . 0 10 20 30 40 50 60 70 80 90 100 X The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS Double Clear I X I INSULATION R-10 R-30 Ceiling R-Value 30 . 0 I XI R-0 R-7 Wall R-Value 18 . 0 I XI R-0 R-19 Floor R-Value 15 . 8 I X AIR CONDITIONER 10 . 0 SEER 17 . 0 SEER/EER 10 . 5 I -X I 9 . 7 EER 16 . 0 HEATING SYSTEM 6 . 8 HSPF 12 . 0 Electric COP/HSPF 7 . 3 I -X I 0 . 78 AFUE 0 . 90 Gas AFUE 0 . 00 I '- I WATER HEATER 0 . 88 0 . 96 Electric EF 0 . 92 I X ( 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 featur- _ re. . d fo the Florida Energy Code have been installed in this ,ous=t 11, Builder # ' Address : Signature : ��. Date : //-11Yjq City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 98 . 4 DCA Form 600A-93 or Form 6008-93 . 0 10 20 30 40 50 60 70 80 90 100 The maximum allowable EPI is 100 . The lower the EPI the more-efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS Double Clear I X I INSULATION R-10 R-30 Ceiling R-Value 30 . 0 I XI R-0 R-7 Wall R-Value 18 . 0 X I I R-0 R-19 Floor R-Value 15 . 8 I X AIR CONDITIONER 10 . 0 SEER 17 . 0 SEER/EER 10 . 5 I -X I 9 . 7 EER 16 . 0 HEATING SYSTEM 6 . 8 HSPF 12 . 0 Electric COP/HSPF 7 . 3 I -X I 0 . 78 AFUE 0 . 90 Gas AFUE 0 . 00 I lI 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 r_. /%. for e - orida Energy Code have been installed in this house kil/mri/ Builder •A Address : Signature : `A i Date ://J/a " 9 City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 ' RHVAC-Residential&Light Commercial HVAC Loads Program _� Elite Software Development, Inc. ' . Ocean State Htg&A/C Seminole Duplex i Neptune Beach, FL 32266-1798 9-23-98 Page 7 Room Load Summary Reports System #2 Room Load Summary -- Htg Htg Run Clg Clg Clg Zone Clg Air i' Room Area Sens Nom Duct Sens Lat Nom Adj Adj Sys No Description SF Btuh CFM Size Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 4 Gathering 24 10,138 132 0-0 8,954 1,221 407 1.25 509 407 Room (L) 5 Dining 193 4,086 53 0-0 2,091 568 95 1.35 128 95 Room (left) 6 Kitchen/Powd 175 3,856 50 0-0 2,980 400 135 1.25 169 135 er (L) 12 Bedroom 3 210 3,084 40 0-0 3,675 546 167 1.25 209 167 (left) 13 Bath 2 (left) 175 528 7 0-0 432 0 20 1.00 20 20 14 Bedroom 2 170 2,611 34 0-0 1,759 546 80 1.20 96 80 (left) 15 Master Bath 193 1,280 17 0-0 778 63 35 1.00 35 35 (left) 16 Master Suite 245 6,813 88 0-0 8,241 1,260 375 1.05 393 375 (left) System 2 Totals 1685 32,396 421 28,910 4,604 1,314 1,559 1,314 Main Trunk Size: 20x12 in. System #2 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.793 86%/14% 28,910 4,604 33,514 Recommended: 3.129 77%/23% 28,910 8,635 1 37,545 I I Wednesday, September 23, 1998 I , SEMINOLE DUPLEX HVAC LOAD ANALYSIS RECEIVED NOV 1 8 1999 City of Atlantic Beach for Building and Zoning Armstrong Construction 127 6th Avenue South Jacksonville Beach, FL 32250 Carrier Five Star fji 'NI no Residential and Light it PilV Commercial HVAC Loads Prepared By Andy Bryan Ocean State Heating &Air Conditioning 1476 Atlantic Boulevard Neptune Beach, FL 32266 (904) 249-8251 9-23-98 RHVAC-Residential&Light Commercial HVAC Loads Program v'�© Elite Software Development,Inc. Ocean State Htg&NClf�1J Seminole Duplex Neptune Beach, FL 32266-1798 9-23-98 Page 2 Project Summary Design Data Project Name: Seminole Duplex Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 Feet Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter: 27 N/A N/A 72 N/A Summer: 96 78 50% 75 51 Check Figures Total Building Supply CFM: 2558 CFM per square foot: 0.759 Square feet of room area: 3,370 Square feet per ton: 553.234 Building Loads - i Total heating required with outside air: 64,731 Btuh 64.731 MBH . Total sensible gain: 56,285 Btuh 86 Total latent gain: 9,205 Btuh 14 Total cooling required with outside air: 65,490 Btuh 5.457 Tons (based on sensible + latent) 6.091 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Wednesday, September 23, 1998 RHVAC-Residential&Light Commercial HVAC Loads Program :: Elite Software Development,Inc. Ocean State Htg&A/C ! Seminole Duplex Neptune Beach, FL 32266-1798 9-23-98 Page 3 Total Building Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 406 13,251 0 17,905 17,905 80 Glass Door Double Clear Glass Metal Frame 216 7,048 0 15,640 15,640 10D Door Wood Solid Core 76 1,201 0 716 716 12H Wall R-19 + 1/2" Gypsum Board(R-0.5) 2,200 5,940 0 3,247 3,247 13C Part R-11 + 1/2" Gypsum(R-0.5) 314 636 0 452 452 16G Ceiling R-30 Insulation 1,986 2,950 0 2,950 2,950 201 Floor Over Open Crawl Carpet + R-19 752 1,624 0 578 578 22A Slab on Grade No Edge Insulation 150 5,468 0 0 0 Subtotals for structure: 6,100 38,118 0 41,488 41,488 Active People: 8 0 1,840 2,400 4,240 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 2,400 Lighting: 0 0 0 Ductwork: 0 3,083 0 5,117 5,117 Infiltration: Winter CFM: 475.4, Summer CFM: 211.3 698 23,530 7,365 4,880 12,245 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 56,285 Temperature Swing Multiplier: X1.00 Building Load Totals: 64,731 9,205 56,285 65,490 Check Figures Total Building Supply CFM: 2558 CFM per square foot: 0.759 Square feet of room area: 3,370 Square feet per ton: 553.234 Building Loads Total heating required with outside air: 64,731 Btuh 64.731 MBH Total sensible gain: 56,285 Btuh 86 % Total latent gain: 9,205 Btuh 14 % Total cooling required with outside air: 65,490 Btuh 5.457 Tons (based on sensible + latent) 6.091 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Wednesday,September 23, 1998 • RHVAC-Residential&Light Commercial HVAC Loads Program . - Elite Software Development,Inc. Ocean State Htg&NC � Seminole Duplex Neptune Beach, FL 32266-1798 __ _ 9.23.98 ___ Page 4 System #1 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 202 6,593 0 8,254 8,254 80 Glass Door Double Clear Glass Metal Frame 108 3,524 0 7,820 7,820 10D Door Wood Solid Core 38 601 0 358 358 12H Wall R-19 + 1/2" Gypsum Board(R-0.5) 1,101 2,973 0 1,625 1,625 13C Part R-11 + 1/2" Gypsum(R-0.5) 157 318 0 226 226 16G Ceiling R-30 Insulation 993 1,475 0 1,475 1,475 201 Floor Over Open Crawl Carpet + R-19 376 812 0 289 289 22A Slab on Grade No Edge Insulation 75 2,734 0 0 0 Subtotals for structure: 3,050 19,030 0 20,047 20,047 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 0 1,540 0 2,489 2,489 Infiltration: Winter CFM: 237.7, Summer CFM: 105.6 348 11,766 3,681 2,439 6,120 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 27,375 Temperature Swing Multiplier: X1.00 System Load Totals: 32,336 4,601 27,375 31,976 Check Figures Supply CFM: 1,244 CFM per square foot: 0.738 Square feet of room area: 1,685 Square feet per ton: 568.745 System Loads Total heating required with outside air: 32,336 Btuh 32.335 MBH Total sensible gain: 27,375 Btuh 86 % Total latent gain: 4,601 Btuh 14 % Total cooling required with outside air: 31,976 Btuh 2.665 Tons (based on sensible + latent) 2.963 Tons (based on 77% sensible capacity) I Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Wednesday,September 23, 1998 RHVAC-Residential 8 Light Commercial HVAC Loads Program - - -- 9 Elite Software Development,Inc. Ocean State Htg&A/C A Neptune Beach, FL 32266-1798 9-23-98 Seminole Duplex - --- -23 98 - -- Page 5 , System #2 Summary Loads -� Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Oain Gain 3C Window Double Pane Clear Glass Metal Frame 204 6,658 0 9,651 9,651 80 Glass Door Double Clear Glass Metal Frame 108 3,524 0 7,820 7,820 10D Door Wood Solid Core 38 601 0 358 358 12H Wall R-19 + 1/2" Gypsum Board(R-0.5) 1,099 2,967 0 1,622 1,622 13C Part R-11 + 1/2" Gypsum(R-0.5) 157 318 0 226 226 16G Ceiling R-30 Insulation 993 1,475 0 1,475 1,475 201 Floor Over Open Crawl Carpet + R-19 376 812 0 289 289 22A Slab on Grade No Edge Insulation 75 2,734 0 0 0 Subtotals for structure: 3,050 19,089 0 21,441 21,441 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 0 1,543 0 2,628 2,628 Infiltration: Winter CFM: 237.7, Summer CFM: 105.6 350 11,764 3,684 2,441 6,125 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 28,910 Temperature Swing Multiplier: X1.00 System Load Totals: 32,396 4,604 28,910 33,514 Check Figures Supply CFM: 1,314 CFM per square foot: 0.78 Square feet of room area: 1,685 Square feet per ton: 538.547 System Loads Total heating required with outside air: 32,396 Btuh 32.396 MBH Total sensible gain: 28,910 Btuh 86 % Total latent gain: 4,604 Btuh 14 % Total cooling required with outside air: 33,514 Btuh 2.793 Tons (based on sensible + latent) 3.129 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. 1 ■ Wednesday,September 23, 1998 RHVAC-Residential&Light Commercial HVAC Loads Program H© Elite Software Development,Inc. • **"Ocean State Htg&A/C 1f - Seminole Duplex 1 Neptune Beach, FL 32266-1798 9-23-98 Page 6 Room Load Summary Reports - ------ -System #1#1 Room Load Summary - • Htg Htg Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Sens Lat Nom Adj Adj Sys No Description SF Btuh CFM Size Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Gathering 324 10,162 132 0-0 8,265 1,228 376 1.25 470 376 Room (R) 2 Dining 193 3,964 51 0-0 1,568 550 71 1.00 71 71 Room (right) 3 Kitchen/Powd 175 3,864 50 0-0 2,651 402 121 1.00 121 121 er (R) 7 Bedroom 3 210 3,090 40 0-0 3,676 547 167 1.25 209 167 (right) 8 Bath 2 175 528 7 0-0 432 0 20 1.00 20 20 (right) 9 Bedroom 2 170 2,618 34 0-0 1,760 547 80 1.00 80 80 (right) 10 Master Bath 193 1,281 17 0-0 778 63 35 1.00 35 35 (right) 11 Master Suite 245 6,829 89 0-0 8,245 1,264 375 1.05 394 375 (right) System 1 Totals 1685 32,336 420 27,375 4,601 1,244 1,399 1,244 Main Trunk Size: 14x16 in. System #1 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.665 86%/14% 27,375 4,601 31,976 Recommended: 2.963 77%/23% 27,375 8,177 35,552 System #1 Equipment Data Heating System Cooling System Wednesday,September 23, 1998 i 35-0-0 % 1._ �.- i , . X � o m 0 _A5 D D o 0 v N = al yCO (P v I .! (C)▪ o < _ w� T I .) O v 0 N y V O !+ -n 0 0 c 0 O 0 V+ 9A�a'' , ti C ERCN r-\ FO 7 s ut� P'G 6 .,J (d f\0 7 ✓ as 3 �ECi � �� � hi fD m F I 0 W o to A �' I I c m - 0 o 0(A 0 m O o (0 ° (2) '- X .02 (4) -4 F4O2 (2) ,r i, "rF02 0, X w c i1 m — p W o N 01 r- 0 IV o x ( 7) - F 1 'r '� (`7) - F 0 1 CO ✓ I f O 7 i N ' O 7 VD■ 17- 5-4 0 17- 5-4 I I 0 , 0 CO Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex 9801352 F01 FLOOR 14 1 . TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 20:35:39 1998 Page 1 ) 1-3-0 ) ) 1-2-0 ) 3x3= 4x4 4x4= = 1x4= 3x5= 3x3= 3x6 FP= 1x4 II 3x3= 3x3= 34= 3x5= 1x4= 1 T1 j : T2 • 10 1 q 2. iL---�-/_` .mii N-�-�- i iir•Al i 1 25 o f 22 21 20 19 18 17 16 15 14 13 1!� 3x3= 4x5= 3x5= 3x3= 3x3= 1x4 II 3x3= 3x10 M2OH FP= 3x5= 4x5= 3x3= 353= , I 20-8-0 ) 20-8-0 Plate Offsets(X.YP ft:edge.0-1-81.(110.1-8.edget.(24.0-0-8.0-1-8).(25:0-0-8.0-1-81 • LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) 1/deb PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.58 Vert(LL) -0.41 17-18 >594 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.68 Vert(TL) -0.57 17-18 >433 M2OH 187/143 BCLL 0.0 Rep Stress Ina YES WB 0.60 Horz(TL) 0.09 12 n/a BCDL 5.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deb=360 Weight:107 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 5-8-15 on center purlin spacing, except end verticals. BOT CHORD 4 X 2 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 4 X 2 SYP No.3 REACTIONS(lb/size) 23=1117/0-4-0,12=1117/0-4-0 FORCES(lb)-First Load Case Only TOP CHORD 23-24=-1111,1-24=-1109,12-25=-1111,11-25=-1110,1-2=-1150,2.3=-2897,3-4=-4029,4.5=-4029,5-6=-4708,6-7=-4708,7-8=-4620,8-9=-4043,9.10=-2893,10-11=-1151 BOT CHORD 22-23=57,21-22=2170,20-21=3593,19-20=4458,18-19=4708,17-18=4708,16.17=4476,15-16=4476,14.15=3588,13-14=2171,12-13=57 WEBS 11-13=1486,1-22=1484,10-13=-1420,2.22=-1420,10-14=1004,2-21=1011,9-14=-966,3-21=-968,9-15=632,3-20=607,8.15=-603,5-20=-596,8-17=200,5-19=339,7-17=-119, 6-19=-144,7.18=-78 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)All plates are M20 plates unless otherwise indicated. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard `tt tttptttttlllliillll/04,,,, QQ�G4PZIFIC.4 : i.No.4: .j ;;:, ` •F ' �,`1SONAL E� Job Truss Truss Type Oty Ply Armstrong Properties-Seminole Duplex 9801352 F02 FLOOR 8 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 20:35:42 1998 Page 1 1 t-3-0 1 1 1-2-0 1 1i . 3x3= 4x4= 4x4= 3x6 FP= 1x4= 3x5= 3x3= 1x4 11 3x3= 3x3= 3x3= 3x5= 1x4= t T1 r T2 11 1 2 il.211INIVAIMIrrAh. ...1111111rillhh„' 111=i NI" 414111ri:1&\4,4,444NIIIrMillrig 25 0 2 21 20 19 18 17 16 15 14 t3 le 3x3= 4x5= 3x5= 3x3= 3x3= 1x4 II 3x3= 3x10 M2OH FP= 3x5= 4x5= 3x3= 3x3= • I 20-8-0 I 20-8-0 Plate Offsets(X.Y): fl:edoe.0-1-81.111:0-1-8.edoel.124:0-0-8.0-1-81.125:0-0-8.0-1-8l LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.58 Vert(LL) -0.41 17-18 >594 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.68 Vert(TL) -0.57 17-18 >433 M2OH 187/143 BCLL 0.0 Rep Stress Ina YES WB 0.60 Horz(TL) 0.09 12 n/a BCDL 5.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=360 Weight:107 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 5-8-15 on center purtin spacing, except end verticals. BOT CHORD 4 X 2 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 4 X 2 SYP No.3 REACTIONS(lb/size) 23=1117/0-4-0,12=1117/0-4-0 FORCES(lb)-First Load Case Only TOP CHORD 23-24=-1111,1-24=-1109,12-25=-1111,11-25=-1110.1-2=-1150,2-3=-2897,3-4=-4029,4-5=-4029,5-6=-4708,6-7=-4708,7-8=-4620,8-9=-4043,9-10=-2893,10.11=-1151 BOT CHORD 22-23=57,21.22=2170,20-21=3593,19.20=4458,18-19=4708,17-18=4708,16-17=4476,15-16=4476,14-15=3588,13-14=2171,12-13=57 WEBS 11-13=1486,1.22=1484,10-13=-1420,2-22=-1420,10-14=1004,2-21=1011,9-14=-966,3-21=-968,9-15=632,3-20=607,8-15=-603,5-20=-596,8-17=200,5.19=339,7-17=-119, 6.19=-144,7-18=-78 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means 3)All plates are M20 plates unless otherwise indicated. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard • �V ...11llllllp/� V CARS" Q:•• 11FIC • A; . OF • a P���, "nmltttlnow- L Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex 9801352 F03 FLOOR 26 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries.Inc. Mon Nov 23 20:35:44 1998 Page 1 1 1-3-0 1 1 1-8-4 • , 4x4= 4x4= 1x4= 3x3= 3x3= 3x3= 3x3= 3x3= 3x3= 1x4= Y 19�� \mo/N/N �i �� /"X / `�f>/ 1�1 20 II Ns We e•�1 _ Kerr r.. CO LI 1 `' Val 17 16 15 14 13 12 11 10 MI 3x3= 4x4= 3x3= 3x3= 1x411 1x411 3x3= 3x3= 4x4= 3x3= I 17-5-4 { 17-5-4 Plate Offsets(X.YI (1:edge.0-1-81.(8•0-1-8.edgel.(1910-0.8.0-1-81.120'0-0-8.0.1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.34 Vert(LL) -0.21 13-14 >980 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.77 Vert(TL) -0.29 13-14 >711 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.06 9 n/a BCDL 5.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=360 Weight:90 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0.0 on center bracing. WEBS 4 X 2 SYP No.3 REACTIONS(lb/size) 18=939/0-4-0,9=939/0-4-0 FORCES(lb)-First Load Case Only TOP CHORD 18-19=-934,1-19=-933,9-20=-934,8-20=-933,1-2=-949,2-3=-2328,3-4=-3100,4-5=-3346,5-6=-3100,6-7=-2328,7-8=-949 BOT CHORD 17-18=48,16-17=1785,15-16=2844,14-15=3346,13-14=3346,12-13=3346,11-12=2844,10-11=1785,9-10=48 WEBS 8-10=1224,1-17=1224,7.10=-1164,2-17=-1164,7-11=755,2-16=755,6-11=-718,3-16=-718,6-12=355,3-15=355,5-12=-335,4-15=-335,4-14=14,5-13=14 NOTES 1)This truss has been checked for unbalanced Loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means 3)All plates are M20 plates unless otherwise indicated. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard *�:CAA9., `°�`:r foIFIC • •y : N• • �•c f * • i At II Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex 9801352 F04 FLOOR 6 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 20:35.46 1998 Page 1 1 1-3-0 I I 1-4-0 I 3x4= wail lir 3x4= - 1x4= 3x3= 3x3= 1x4 II 3x3= 3x3= 1x4- MI 1IU /4 .f\ NAME 14 13 — 12 11 10 9 3x4= 3x3— 1x4 II 3x3= 3x3= 3x4= 3z3— 3x3= 13-4-0 I I 13-4-0 Plate Offsets(X.Y1' P-0-1-8 edge].(16.0-0-8.0-1-81.117'0-0-8.0-1-0) LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) 1/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.31 Vert(LL) -0.09 10-11 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.49 Vert(TL) -0.12 10-11 >999 BCLL 0.0 Rep Stress lncr YES WB 0.36 Horz(TL) 0.03 8 n/a BCDL 5.0 Code SBC/SBCCI (Matrix) 1st LO LL Min I/deft=360 Weight:71 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 4 X 2 SYP No.3 REACTIONS(lb/size) 15=713/0-4-0.8=713/0.3-0 FORCES(lb)-First Load Case Only TOP CHORD 15-16=-710,1-16=-709,8-17=-707.7-17=-706,1.2=-695,2-3=-1601,3-4=-1918,4-5=-1918,5-6=-1606,6-7=-693 BOT CHORD 14.15=37,13-14=1297,12-13=1918.11-12=1918,10-11=1873.9.10=1301,8.9=37 WEBS 7.9=893,1.14=895,6-9=-845,2-14=-837,6-10=424,2-13=423,5-10=-372,3-13=-431,5-11=61,3-12=50,4.11=-52 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 216 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means 3)All plates are M20 plates unless otherwise indicated. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard • \``\\\\\\\5\\t t t l l l t l l l l l t l t t//////l q j�///f. .' yrrIFI • • •/ E 1 l%l"Elll l l l i l l l t t t t t\lto a Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex 9801352 F05 FLOOR 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 20.35.48 1998 Page 1 1 1-3-0 I I 1-4-0 I 3x4= 3x4= 1x4= 3x3= 3x3= 1x4 I1 3x3= 3x3= 1x4= t r Nos am sea ale /. 1 ON 5.. 161' WI W 41:11 17 Y .. WV NO _, IF 14 13 12 11 t0 9 3x4= 3x3= 1x4 II 3x3= 3x3= 3x4= 3x3= 3x3= I 13-4-0 I 13-4-0 Plate Offsets(X.Yl' P0-1-8 edge]..U6'0-0-8,0.1-81.(17:0-0-8.0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.31 Vert(LL) -0.09 10-11 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.49 Vert(TL) -0.12 10-11 >999 BCLL 0.0 Rep Stress Incr YES W8 0.36 Horz(TL) 0.03 8 n/a BCDL 5.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/dell=360 Weight:71 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 4 X 2 SYP No.3 REACTIONS(lb/size) 15=713/0-4-0,8=713/0-3-0 FORCES(lb)-First Load Case Only TOP CHORD 15-16=-710,1-16=-709,8-17=-707,7.17=-706,1-2=-695,2-3=-1601,3-4=-1918,4-5=-1918,5-6=-1606,6-7=-693 BOT CHORD 14-15=37,13-14=1297,12-13=1918,11-12=1918,10-11=1873,9-10=1301,8-9=37 WEBS 7.9=893,1-14=895,6-9=-845,2-14=-837,6-10=424,2-13=423,5-10=-372,3-13=-431,5-11=61,3-12=50,4-11=-52 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced 9110-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)All plates are M20 plates unless otherwise indicated. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard • V BAR • 4 • ç¼1lFICgR, 3 Q- ••GAG No. 4: 'f ,r ,...,.,• ,., . ._ •F •- O R 1?P:\��t.\ FSS�NAL,\G° ''///r//,5//5III I tltttltilt\ Job Truss Truss Type Oty Ply Armstrong Properties-Seminole Duplex 1 9801352 F06 FLOOR 8 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 20:35:50 1998 Page 1 . ) 1-3-0 1 I 1-8-0 I 3x4= 3x4= 154= 3x3= 3x3= 1x4 II 353= 3x3= 1x4= 1 i14 7 ■ 17 V 161' ■ Aidh6h,.EN WIP. asAll : se OM WM NM '/7 14 13 12 11 10 9 —/ 3x3— 3x4= 3x3= 1x4 II 3x3= 3x3= 3x4= 3x3= I 13-8-0 ( 13-8-0 Plate Offsets IX.YI. 17:0-1-8.edoel.1 16:0.0-8.0-1-81.117:0-0-8.0-1-81 LOADING(psi) SPACING 2-0-0 CSI DEFL (in) (loc) Udefl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.31 Vert(LL) -0.10 10-11 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.54 Vert(TL) -0.14 10-11 >999 BCLL 0.0 Rep Stress Ina YES WB 0.37 Horz(TL) 0.03 8 n/a BCDL 5.0 Code SBC/SBCCI (Matrix) 1st LC LL Min Udefl=360 Weight 72 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purtin spacing, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 4 X 2 SYP No.3 REACTIONS(lb/size) 15=732/0-4-0,8=732/0-4-0 FORCES(lb)-First Load Case Only TOP CHORD 15-16=-728,1-16=-727,8-17=-725,7-17=-724,1-2=-715,2-3=-1661,3.4=-2010,4-5=-2010,5-6=-1666,6-7=-714 BOT CHORD 14-15=38.13-14=1334,12-13=2010,11-12=2010,10-11=1949,9-10=1341,8-9=37 WEBS 7-9=919,1-14=921,6-9=-873,2-14=-861,6-10=452,2-13=455,5-10=-394,3-13=-475,5-11=83,3-12=63,4-11=-72 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)All plates are M20 plates unless otherwise indicated. 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard • • "ttttt tt l l t t t l u grr4pih,, �*V. CAq/�,,, ■ S* -o' OF • 4 ,ssONAI.E��'\ "m/uuwnnuum,O Job Truss Truss Type (Dry Ply Armstrong Properties-Seminole Duplex 9801352 F07 FLOOR 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 20:35:54 1998 Page 1 I 1-3-0 I F 1-8-4 1 1x4= 1x4= 6x6= 8x12 M20H= 4x6 II 3x6 II 3x6 II 4x6 II 8x12 M20H= 6x6= 2 3 T1 A • 7 8 S-- kill A;���-���-= 1, �ti�- �i�1 �►� Vii%_\.// 1111 - o �� 11 10 cwt 1•�� 17 16 15 14 13 12 6x6= 6212= 6x12= 4x6 II 3x611 3x6 II 4x611 6x12= 6x12= 6x6= 17-5-4 I I 17-5-4 Plate Offsets(X.YI: 11•0-0-8.0-1-81,15:0-1-8 edgP1 4 -8.0 1 81 • LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.50 Vert(LL) -0.30 12-13 >697 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.72 Vert(TL) -0.40 12-13 >512 M2OH 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.62 Horz(TL) 0.06 9 n/a BCDL 5.0 Code SBC/SBCCI (Matrix) 1st LC LL Min 1/deft=360 Weight:146 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 4 X 2 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 4 X 2 SYP No.2D'Except' BL14X2 SYP No.3,WI4X2 SYP No.3,BL14X2 SYP No.3 W14X2 SYP No.3,W14X2 SYP No.3,WI4X2 SYP No.3 REACTIONS(lb/size) 18=1309/0-4-0,9=222210-4-0 FORCES(lb)•First Load Case Only TOP CHORD 1-18=-1307,8-9=-2230,1-2=-1539,2-3=-3924,3-4=-5660,4-5=-6689,5-6=-7169,6.7=-7172,7-8=-2693 BOT CHORD 17-18=135,16-17=2851,15.16=4892,14-15=6689,13.14=6689,12-13=6689,11.12=7362,10-11=4981,9-10=231 WEBS 8-10=3245,1-17=1850,7.10=-3090,2-17=-1773,7-11=2845,2-16=1393,6.11=-252,3-16=-1282,6-12=-256,3-15=1016,5-12=623,4.15=-1334,4-14=425,5-13=-400 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 4)All plates are M20 plates unless otherwise indicated. 5)This truss has been designed for both TPI-85 and ANSI/7P1 1-1995 plating criteria. LOAD CASE(S) Standard 1)Floor Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-100.0,2-3=-100.0,3-i=-100.0,4-5=-100.0,5-6=-100.0,6-7=-100.0,7-8=-100.0,17.18=-10.0,16-17=-10.0,15-16=-t0.0,14.15=-10.0,13-14=-10.0,12-13=-10.0,11-12=-10. , 10-11=-10.0,9.10=-10.0 Concentrated Loads(lb) Vert:11=-1663 ••\\ ,111■11.111111111/,,,,,,,,,,' V CAR9i �� �PSIFIC • �y N.. . f- •* 4,,/8ONALE� /irr rnrr0lplitilooe - Job • Truss Truss Type Oty Ply Armstrong Properties-Seminole Duplex 9801352 F08 FLOOR 2 1 . TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 20:35.56 1998 Page 1 I 1-3-0 I I 1-7-0 { 1x4= 1x4= 6x6= 6x6= 35611 3x6 II 1 _2— . 3 4 It I'! 'A.i! N1 �— III B, to - 8 7 12 6 40 f,, 11 9 6x8= = " "6x6= 6x8— 3x6 11 3x6 I I 6x8 6x6= i 7-4-0 I 7-4-0 Plate Offsets lY.Y1' 110-0-8.0-1-81.[4'0-1-8 edgtLJ4i 0-8.0-L-81 • LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) 1/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.19 Vert(LL) -0.03 8 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.58 Vert(TL) -0.04 8 >999 BCLL 0.0 Rep Stress lncr NO WB 0.83 1st Horz(TL) LL M0 101 =5 n/a Weight:59 lb BCDL 5.0 Code SBC/SBCCI (Matrix) LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 4 X 2 SYP No.20 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 4 X 2 SYP No.3 REACTIONS(lb/size) 10=1673/0-1-8,5=1205/0-3-8 FORCES(lb)-First Load Case Only TOP CHORD 1-10=-1445,4-5=-1226,1-2=-1684,2.3=-2517,3-4=-1422 BOT CHORD 10-11=75,9-11=75,8-9=2517,7.8=2517,7-12=2517,6-12=2517,5-6=64 WEBS 4-6=1757,1-9=2082,3-6=-1420,2-9=-1080,2-8=479,3.7=645 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 4)All plates are M20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. 6)This truss has been designed for both TPI-85 and ANSI/7P11-1995 plating criteria. LOAD CASE(S) Standard 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert 1-2=-100.0,2-3=-100.0,3-4=-100.0,10-11=-10.0,9-11=-10 0,8-9=-10.0,7-8=-10.0,7-12=-10.0,6-12=-10.0,5-6=-10.0 Concentrated Loads(lb) Vert:8=-703 11=-703 12=-703 sX \I. CIA / No. e - • • O <4:5),••••-••• \ \ AI.E / /rlrlllnm ow- 35-0-0 • L vo 0 0 0 0 l (r) N GI (JJ N 4)0 m -1 `T8 J 0 2 -- � ( 1 4) J • 4 x al X fD c°'i °tom J02 ,r .-, O o 0 o D = J 0 3 it J 0 3 1 � � S. d T06 T. ■ 0 CD i v,._ CIT. O w•A TOg T09 rnv N T1 O -- — _= T10 CP rn T1 1 — T1 1 o ° 0 T 1 2 .— --- — — T 1 2 1 3 `r';!!! -- T 1 3 m a y "0 FD p p 666! 6-1; 330- �- o (A )). al 2 01..d0 • • ■ , N HOV39 3I1NVT , 3'0 A,.I,O -. ., o 01 -1 i J 0 I 0 0 0 0 II) ° — K q vi n N m — Nr= � 1�i �i 3 o O T06 0 l �0 T06 if (fl - T05 T05 • 00 X w O ;i7 T04 T04 o co (,4 2, T03 T03 Cri r- o T02 j 1 A-,- T02 c TO 1 — i1 T i:,) O 1►► 0 to A 111, Ai link o o (0 i R _I 1 --{ R -I C' O - - `�0 0) CO NJ ' CO 0) Ul 2 1 7-5-4 0 1 7-5-4 1 1 1 CO Job , . Tri as Truss Type Oty Ply Armstrong Properties-Seminole Duplex 9801351 CJ01 ROOF TRUSS 2 1 . TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21.50 51 1998 Page 1 I -1-10-10 j 2-9-15 j 1-10-10 2-9-15 .. 4.95 ri 2 NV 4 . liB 0 ' 4 Wo ' 't 2.6117Y -MPA:1 3z4= I 2-9-15 { 2-9-15 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (toc) Udell • PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(TL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.13 1-2 >197 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0 00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=240 Weight:12 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS(lb/size) 3=2310-3-8,2=253/0.5-11.4=26/0-1-8 Max Horz 2=169(load case 4) Max Uplift2=-376(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1.2=35,2-3=-49 BOT CHORD 2-4=4 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load.10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are 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)Bearing at joint(s)2 considers parallel to grain value using AtISI(TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 376 lb uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard \\\\\tttttlttttllllt//Ill!//////////// \\,1. caRq ••. PSIFIC • . ;• • O ONAtt \ iltimitttti " Job Truss Truss Type O4' Ply Armstrong Properties-Seminole Duplex 9801351 CJO2 ROOF TRUSS 2 1 . TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32$h..1 9 1998 MiTek Industries,Inc. Mon Nov 23 21.50.53 1998 Page 1 -1-10-10 j 4-6-2 j 9-5-13 i 1.10-10 4-6-2 3-11.11 4+ 6 r. 4.95 12 2X4= r' W1 I } v 1 • 111• 3x4= O m 9 1 8 2.51 FT 1 3x4 j 4-6-2 1 6-5-13 i 4-.- -11-11 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Udell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) 0.00 2 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.52 Vert(TL) -0.30 2-5 >330 BCLL 0.0 Rep Stress Inc( NO WB 0.35 Horz(TL) -0.02 5 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min Udefl=240 Weight:36 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing. DOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-11.12 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 4=118/0-1-8,2=421/0-5.11,5=219/0-1-8 Max Horz 2=339(load case 4) Max Uplift4=-212(load case 2),2=-532(load case 4),5=-212(load case 4) FORCES(Ib)-First Load Case Only TOP CHORD 1-2=35,2-6=-545,3-6=-487,3-7=-63,4-7=36 BOT CHORD 2-8=460,8-9=467,5-9=486 WEBS 3-5=-458 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plata grip increase is 1.33 2)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 3)All plates are M20 plates unless otherwise indicated. 4)Bearing at joint(s)2 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 at joint(s)4,5. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 212 lb uplift at joint 4,532 lb uplift at joint 2 and 212 lb uplift at joint 5. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:l-2=-54.0,2-6=-54.0,3-6=-54.0,3-7=-54.0,4-7=-54.0,2-8=-20.0,8.9=-20.0,5-9=-20.0 Concentrated Loads(Ib) Vert:6=61 7=-59 8=1 9=-36 • 110ktetitl ll l illlllrp, \I. CA .�;`111 ZIFI . t No. s / - r1/j111111111111111111 W Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex 9801351 J01 ROOF TRUSS 6 1 . TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21:50.55 1998 Page 1 -1-4-0 200 1-4-0 2.0-0 • • 7.00 TIT � 4 7' 4y O I 350 FIT 1 i 3x4 I 2-0-0 j 2-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft 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 0.02 Vert(TL) 0.04 1-2 >460 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight 9 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D DOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS(lb/size) 3=23/0-3-8,2=179/0-4-0,4=20/0-1-8 Max Horz 2=174(load case 4) Max Uplift3=-40(load case 2),2=-251(load case 4) Max Grav3=34(load case 3),2=179(load case 1),4=20(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 1-2=34,2-3=-45 BOT CHORD 2-4=4 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5 0 psf bottom chord dead load.10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are 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)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 40 lb uplift at joint 3 and 251 lb uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/7P11-1995 plating criteria. LOAD CASE(S) Standard \\\\utiii iiii it/r rr /N/\ CR �/ Q / P In C.4 •x No. 4: `�. SF .1 r r1Urlt t 111 l n llln\a\' Job . Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex • 9801351 J02 ROOF TRUSS 4 1 . TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21.50.58 1998 Page 1 t -1-4-0 I 2-0-0 1 • 1-4-0 2-0-0 • W 7.00 12 C 4 N B1 4 MA 7 o o _ 3.50 FIT 1 • 3x4 ( I 2-0.0 I 2-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Ildefl - 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 0.02 Vert(TL) 0.04 1-2 >460 BCLL 0.0 Rep Stress'nor YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/dell=240 Weight 9 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed. SOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS(lb/size) 3=23/0-3-8,2=179/0-4-0,4=20/0-1-8 Max Horz 2=174(load case 4) Max Uplift3=-40(load case 2),2=-251(load case 4) Max Grav3=34(load case 3),2=179(load case 1),4=20(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 1-2=34,2-3=-45 BOT CHORD 2-4=4 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I.condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. II cantilevers exist,they are 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)Bearing at joint(s)2 considers parallel to grain value using ANSI/7P'1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 40 lb uplift at joint 3 and 251 lb uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard I • 00iiiiii 1C11111i//r r///° ,AR ,0.... •'(IFIC • 4 1 tee-^• -Aiti0Vo.,- * 'O'''/////,8o 11.11 I.Ct\,,\`Q'` Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex 9801351 .103 ROOF TRUSS 4 1 . TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21:51.00 1998 Page 1 I -1-4-0 j 4-0-0 I 1-4-0 4-0-0 • • NV 7.00 FT „ I ' 4 1 � 4 in O . 12 1 A1350 4 4-0-0 j I 4-8-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/den I PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) 0.05 1-2 >345 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=240 Weight:16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS(lb/size) 3=84/0-3-8,2=239/0-4-0,4=38/0-1-8 Max Horz 2=254(load case 4) Max Uplift3=-139(load case 2),2=-254(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2-3=34 BOT CHORD 2-4=9 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf lop chord dead load and 5 0 psf bottom chord dead load,10 mi from hurricane oceanline.on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are nct exposed to wind. If cantilevers exist,they are 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)Bearing atjoinl(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate atjoinl(s)4. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 139 lb uplift at joint 3 and 254 lb uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard l. CA fin,,� , � ItFIC ,, ..L N.. f. i i ' * : I• , ,,`,SNNAL E-\.% \ -` ' un(UUUmnm Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex 9801351 J04 ROOF TRUSS 14 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0.32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21.51.02 1998 Page 1 { -1-4-0 6-0-0 1-4-0 6-0-0 • 7.00 12 4 3.50 RT 3x4 6-0-0 6-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deff 1 PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) n/a n/a M20 249/190 TCDL 0.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 0.14 1-2 >133 BOLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a Matrix 1st LC LL Min I/deft>240 Weight 22 lb BCDL 10.0 Code SBC/SBCCI (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS(lb/size).3=144/0-3-8,2=307/0-4-0,4=58/0-1-8 Max Horz 2=338(load case 4) Max Uplift3=-235(load case 2),2.-266(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2-3=59 BOT CHORD 2-4=13 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground levet,using 5.0 psf lop chord dead load and 5.0 psf bottom chord dead load.10 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. It cantilevers exist,they are 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)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of buss to bearing plate at joint(s)4. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 235 lb uplift at joint 3 and 266 lb uplift at joint 2. 6)This buss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard \I. CA •N. •• • • ZIFI G // •• , No. i • z ■ •� • O // imittlttttttttlt Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex 9801351 T01 ROOF TRUSS 2 i . TRUE TRUSS INC..JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21.51.05 1998 Page 1 j -1-4-0 1 3-5-13 1 6-4-0 j 10-9-0 ) 14-0-4 1 17-5-4 1 1-4-0 3-5-13 2-10-3 4-5-0 3 3 4 3-5-0 4x4= 3x4= 3x4= 2x4 II 5 6 7 T2 A U 1 r - W3 "4 W5 j 7.00 12 2x4= 6 /J7 I B2 _ 10 9 B I =1 fix8= 6x6= • 13 14 1 12 11 , 3.50 FY . 4x4 3x4% 1 3-5-13 I 6-7-0 1 10-10-12 1 14-0-4 I 17-5-4 ( 3-5-13 3-1-3 4-3-12 3-1-8 3-5-0 Plate Offsets 1X_Y-12:4-4-9.0.0-51 (40.2-0.0-2-41.14:0-3c0.0-3-61.I14_Q-5A,0-3-0I _ 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) 0.12 2-10 >999 M20 249/190 TCOL 7.0 Lumber Increase 1.25 BC 0.27 Vert(TL) -0.12 2-10 >999 BCLL 0.0 Rep Stress Incr NO WB 0.39 BMX Horz(7L) LL M-0.09 =8 n/a V,/eight:105 lb BC 10.0 Code SBC/SBCCI (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-3-15 on center purlin spacing, except end verticals. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 6-4-5 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 8=67610.3-8,2=893/0-4-0 Max Horz 2=363(load case 3) Max UpliH8=-516(load case 3),2=-754(load case 3) FORCES(Ib)-First Load Case Only TOP CHORD 1-2=38,2-3=-1989,3-4=-1744,4.5=-1573,5.6=-1493,6.7=-26,7-8=-89 BOT CHORD 2-11=1694,11-12=1736,10.12=1773,9-10=1512,9.13=668,13.14=646,8-14=641 WEBS 3-10=-183,4-10=648,5-10=67,5-9=-234,6-9=1005,6-8=-910 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5 0 psf top chord dead load and 5 0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I.condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. II cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 3)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)Bearing at joint(s)8,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 516 lb uplift at joint 8 and 754 lb uplift at joint 2. 7)This truss has been designed for both TPI-85 and ANSI/7P!1-1995 plating criteria. LOAD CASE(S) Standard • 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54.0,2.3=-54.0,3-1=-54.0,4-5=-54.0,5-6=-54.0,6-7=-54.0,2.11=-20.0,11-12=-20.0,10-12=-20.0,9.10=-20.0,9-13=-20.0, 13.14=-20.0,8.14=-20.0 Concentrated Loads(Ib) Vert:11=-135 12=-59 13=-12 14=-9 `� No. 4: � ' ' •F rrtrttl llntl, Job Truss Truss Type Oty Ply Armstrong Properties-Seminole Duplex 9801351 • T02 ROOF TRUSS 2 1 . TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21:51.07 1998 Page 1 -1-4-0 j 4-5-13 ( 8-4-0 j 12-8-14 I 17-5-4 1 1-4-0 4-5-13 3-10-3 4-4-14 4-8-6 4x4= 3x4= 2.4 II i • 5T2 6 or 1. 7.00 FT 2x4= 4 W°. h 9 8 5x5— " 5x5-= N 0 r C 3.50 12 3x4% 3x4 • • I 8-5-8 ?-0-' 17-5-4 I 8-5-8 0-6-12 8-5-0 Plata OHsrts(X Y1' 14'0-2-0 0-2-0J S'0-3 4.0.2.81 . LOADING(psi) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) 0.13 2-9 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.17 2-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) -0.09 7 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/de8=240 Weight:90 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-10 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-2-1 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 7=631/0-3-8,2=72210-4-0 Max Horz 2=443(load case 3) Max Uplift7=-485(load case 3),2=-568(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2.3=-1670,3-4=-1320,4.5=-1112,5-6=-29,6-7=-116 BOT CHORD 2-9=1464,8-9=1111,7-8=638 WEBS 3-9=-291,4-9=408.5.8=635,5.7=-828 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5 0 psf bottom chord dead load.10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are 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)Bearing at joint(s)7,2 considers parallel to grain value using ANSI/TPI 1.1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 485 lb uplift at joint 7 and 568 lb uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard • � �. CAgq E-= • 4? 4'. :� ; * . . • -o O F : .;e . 46Milll II pllbtlla.* Job russ Truss Type Qty Ply Armstrong Properties-Seminole Duplex 9801351 3 ROOF TRUSS 2 1 . TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21.51:10 1998 Page 1 { -1-4-0 { 5-5-13 { 10-4-0 I 17-5-4 { 1-4-0 5-5-13 4-10-3 7-1-4 5x5= 2x4 11 i� • .00 1 4 1x = - err 7 5z5= ,n N N 1 t� 3x4% 3.50 12 3z4� 8-8-14 { 17-5-4 I 8-8-14 8-8-6 Plate Offsets(X Y1 14'0-3-0.0-2-41 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(TL) 0.11 7 >999 M20 249/190 TCOL 7.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.33 2-7 >624 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) -0.10 6 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/deft=240 Weight:91 lb `LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-11-4 on center pudin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-10-13 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-6 REACTIONS(lb/size) 6=635/0.3-8,2=718/0-4-0 Max Horz 2=526(load case 3) Max Uplift6=-521(load case 3),2=-531(load case 3) FORCES(lb)-First Load Case Only - TOP CHORD 1•2=18,2-3=-1483,3-4=-1108,4.5=0,5-6=-188 BOT CHORD 2-7=1315,6-7=641 WEBS 3-7=-311,4-7=848,4-6=-819 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psI top chord dead load and 5.0 psI bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. II cantilevers exist,they are exposed to wind. II 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)Bearing at joint(s)6,2 considers parallel to grain value using ANSIfTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 521 lb uplift at joint 6 and 531 lb uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard • vvv0""'numnuuruiirrv, / vv• CAg9, ..• • iFIC • �', .% N.. • �'. . r • e4 'AF� . -��• \, . .•S°NAIE� Job . Truss Truss Type Oty Ply Armstrong Properties-Seminole Duplex 9801351 704 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries.Inc. Mon Nov 23 21.51:12 1998 Page t -1 4-01 6-5-13 I 12-4-0 } 17.5-4 1-4-0 6-5-13 5-10-3 5-1-4 5x5= 214 II • • • 7.00 12 _ ix4� y n . .41114111111111114110 5x5= iii h N I J 3x4----- 6 3.50 12 3x4 ) 8-8-14 ) 17-5-4 j 8-8-14 8-8-6 • , Plate Offsets(X,Y1' 14'0-3-0,9-2-41 — LOADING(psi) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.63 Vert(LL) 0.11 7 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.33 2-7 >623 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) -0.09 6 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/defl=240 Weight:94 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-13 on center pudin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-0-10 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-6,4-6 REACTIONS(lb/size) 6=635/0.3-8,2=718/0.4.0 Max Horz 2=610(load case 3) Max Uplift6=-554(load case 3),2=-499(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=18,2-3=-1400,3-4=-1073,4.5=0.5-6=-134 BOT CHORD 2-7=1244,6-7=368 WEBS 3.7=-303,4-7=956.4-6=-627 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psi top chord dead load and 5.0 psl bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. It cantilevers exist,they are 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)Bearing at joint(s)6,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 554 lb uplift at joint 6 and 499 lb uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard \\\`\\\\P„pUpltllllnWUr»goi CA Q .... G' - ' • No. • � - F`,SONAL V,4,0\ -- 16r»,,r r I I I I I h I t iI II,P Job . Truss Truss Type Oty Ply Armstrong Properties-Seminole Duplex 9801351 TO5 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21.51.15 1998 Page 1 (-1.4-01 5-2-6 1 9-9-3 I 14-4-0 1 17-5-4 1 1-4-0 5-2-6 4-6-13 4-6-13 3-1-4 454= 4x4= • • 3x4% 7.00 12 i W. 1x4= W3 i s Z sxs= N N 0 01 8 3x4% 3x8 7 3.50172- 2x4 II I 9-8-14 14-4-0 1 17-5-4 8-8-14 5-7-2 3-1-4 Plate Offsets(X Yl: [4'0-1-8 0-1-61,_(50-2-0 0-2-}1.1612.0-2-41 (5O2-LO-1-61 - - LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) 0.12 9 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.52 Vert(TL) -0.33 2-9 >620 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) -0,10 7 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/dell=240 Weight:114 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-14 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-10 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-7 REACTIONS(lb/size) 7=635/0.3.8,2=718/0-4-0 Max Horz 2=693(load case 3) Max Uplift7=-592(load case 3),2=-460(load case 3) FORCES(lb)•First Load Case Only TOP CHORD 1.2=18,2-3=-1504,3-4=-1138,4-5=-227,5-6=-194,6-7=-607 BOT CHORD 2-9=1332,8-9=808.7-8=0 WEBS 3-9=-298,4-9=807,4-8=-817,5-8=-94,6-8=562 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psl bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are 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)Bearing at joint(s)7,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 592 lb uplift at joint 7 and 460 lb uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard • <�V. CAI9 :'ç IFI C 4: �. �' • ` F .. S � ,vp NAL E „ ,6 it llllllll I I IIIll O` Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex 9801351 T06 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21.51:18 1998 Page 1 F1-4-(1 5-10-6 j 11-1.3 j 16-4-0 17-51 1-4-0 5-10-6 5.2.13 5-2-13 1-1-4 3x4= 7.00 riT 2x4(I • • 5 r _ 5x5 1x4= 4 • W3 i.. 0 5x5= r'' N o 3x4% 7 3.50 FT 3x4 I 8-8-14 4 16-4-0 17.511 8-8-14 7-7-2 1-1-4 Plate Offsets(X Y1. (4'0-2,8.4.391.(4..0-?-n 0-2-51 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) 0.13 2-8 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.47 Vert(TL) -0.18 2-8 >999 BCLL 0.0 Rep Stress Incr YES WE) 0.46 Horz(TL) -0.10 7 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/dett=240 Weight:97 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-7 on center puffin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-0-3 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-7,4-7 REACTIONS(lb/size) 7=631/0-3-8,2=722/0-4-0 Max Horz 2=777(load case 3) Max Uplift7=-627(load case 3),2=-426(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-1638,3-4=-1271,4-5=-112,5-6=-18,6.7=-148 BOT CHORD 2-8=1419,7-8=615 WEBS 3.8=-309,4-8=957,4-7=-790 NOTES 1)This buss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from humcane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are 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)Bearing at joint(s)7,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 627 lb uplift at joint 7 and 426 lb uplift at joint 2. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard • \\\\\t,p\111tIIiii iitrII/r//r!/o///i QQ��� )CAR// � • 4.• . i* e •-a'• �. OF • •-ra■ 1<>:-..4 O R\p1.7/ -"S CS'SONAL��,,,�°` I .c.,,,,,,,,,,,,,,,,,,,,,,--\\ r//l 1 1 1 1 1 11111111111,' Dry Armstrong Properties-Seminole Duplex Truss Truss Type 4 ' 4.0.32 5 Jun 9 1998 MiTek Industries,Ino. Mon Nov 23 21.51:20 1958 Page )1351 T07 ROOF TRUSS RUE TRUSS INC..JACKSONVILLE FL. 32226 , - - 5-6-1 5 9'9 , 1 4 0 6'1.10 7.00 12 5x5� .; ,'It tx4� 3 I _ W1 I .. I I 5x5= � 6 a 3x4= L. it 3x4 3.50E-2- .50 12 4 886 I 8814 PLATES GRIP (in) 0°c) lJdan Mzo 349/100 �_8 0-3-0 DEFL (in) 7 >999 • - • •r - CSI Veit(LL) >825 SPACING 2.2 TC 0.58 V ri(L ) '0.33 2-7 9la 125 BC 0.50 a (TL)) A.09 6 Weight:991b LOADING(psf) Plates Increase 1.25 WB 0,40 Min Ildefl=240 TCLL 20.0 Lumber Increase 1st LC LL TCDL 7.0 Rep Stress Ina YES BCLL 00 Code SBCISBCCI BRACING BCDL 10 0 TOP CHORD Sheathed or 4.1 t•3 on center lied or 49.12 spacing. except end bracing. v.NW BOT CHORD Rigid ceiling directly DP LUMBER WEBS 1 Row at midpl 5-6,4-6 TOP CHORD 2 X 4 SYP No2D BOT CHORD 2 X 4 SYP No.20 WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 6=63510-3-8,2=718104-0 Max Horz2=815(load case 3) 394 load case 3) Max Uplift6=-658(load case 3),2=- First Load Case Only =1063,4-5=-0,5-6=-155 TFORCES H R 2-3=-1430, 10 mi from hurr cane TOP CHORD 1.2=18, 6 7=456 If 2 7=1270 sl bottom chordtdead feanot exposed to wind. BOT CHORD 911 q-6=-682 chord dead load and 5 0 p WEBS 3s been 3,4-7= ground level,using 5.0 psf top per dead load and If end verticals exist.110 m,o winds si n It above,5 0 plate flop 11 end verticals is 1.3 generated by 24 tt with exposure C ASCE 7-93 P NOTES ned for the wind loads g of bearing surface. 1)This ve has been dearg category are not exposed to wind. The lumber DOL increase is 1.33,and the li ante o I.condition I enclosed buildinfl.of dimensions 45 tl by designer should verify capacity oceanline,on an occupancy in formula. Building uplift at joint 2. are exposed to wind. If Porches exist, g grain value using ANSInfPI 1-1995 angle to grain uplift ul:Ding designer and 394 lb uP cal plater are exist,they capable of withstanding 658 lb up 4)Provide are ani plates n(by others)indicate plate cap 6,2 considers parallel to 3)gearing at joint(s) b others)of truss to bearing P plating criteria. 4)Thiside mechanical dconnection ned for both TPI-85 and ANSIITPI 1-1995 P 5)This truss has been designed LOAD CASE(S) Standard . ��P,�................•y ��,,,,s'SON ..A1 * 1111117, Job Truss Truss Type Oty Ply Armstrong Properties-Seminole Duplex 9801351 T08 ROOF TRUSS 2 1 . TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21:51.24 1998 Page 1 1 -1-4-0 1 3-3-13 1 6-0-0 1 9-8-9 1 13-5-3 1 17-5-4 1 1-4-0 3-3-13 2-8-3 3-8-9 3-8-9 4-0.1 4x5= . 3x4= 4x5= 3611 12 5 13 T214 6 15 W3 W4 WS W6 7.005T 2x4= c:. <4., Pril h 1 Wt ■ no 10 17 18 9 19 20 21 IN T 5x8- 3x4= 3 ISI I Q( 40 0 O l g Ihdl 11 3x6-- 3.50 12 1 6-1-8 1 11-7.19 1 17-5-4 1 6-1-8 5-6-2 5-9-10 Plate Offsets(X Yl: 14'0-3-0 0-2-41 [7•9-1-8,0-2-121-110-3-8.0-1,81.f10:0-5-4 0.7.81 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdef PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.92 Vert(LL) 0.37 9-10 >561 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.67 Vert(TL) 0.27 9-10 >759 BCLL 0.0 Rep Stress Incr NO WB 0.77 Horz(TL) -0.27 11 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/dell=240 Weight:87 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-3-9 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-2-1 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 11=1339/0-3-8,2=1171/0-4-0 Max Horz 2=345(load case 3) Max Upliftl1=-1597(load case 3),2=-1317(load case 3) FORCES(Ib)-First Load Case Only TOP CHORD 1-2=35,2.3=-3234,3-4=-3252,4-12=-2882,5-12=-2881,5.13=-2519,13-14=-2519,6-14=-2519,6-15=-130,15-16=-130,7-16=-130,8-11=-1339,7-8=-281 BOT CHORD 2-10=2801,10-17=2885,17-18=2884,9-18=2883,9-19=1998,19-20=1998,20-21=1998,8-21=1998 WEBS 3-10=132,4-10=1219,5-10=-3,5-9=-511,6-9=754,6-8=-2076 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. II porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 3)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6)Bearing at joint(s)11,2 considers parallel to grain value using ANSICTPI 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 1597 lb uplift at joint 11 and 1317 lb uplift at joint 2. 8)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1.2=-54.0,2-3=-54.0,3-4=-54.0,4.12=-54.0,5.12=-54.0,5.13=-54.0,13-14=-54.0,6-14=-54.0,6.15=-54.0,15-16=-54.0,7-16=-54.0, 2-10=-20.0,10.17=-20.0,17-18=-20.0,9-18=-20.0,9-19=-20.0,19-20=-20.0,20-21=-20.0,8-21=-20.0 Concentrated Loads(Ib) Vert:4=-153 7=-90 10=-237 8=-38 12=-90 13=-90 14=-90 15=-90 16=-90 17=-38 18=-38 19=-38 20=-38 21=-38 ' "tttttttttt111111 ini//1 ••. c' 1 F / No. ra of — E 0 -,/ l1'tllIIlt m`� u/ Job Truss Truss Type Oty Pty Armstrong Properties-Seminole Duplex 9801351 T09 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Tue Nov 24 04 08.13 1998 Page t 1 -1-4-0 1 4-3-13 I 8-0-0 I 12-8-10 I 17-5-4 I 1-4-0 4.3-13 3-8-3 4-8-10 4-8-10 4x4= 3x4'---- 3x5 I I W`< W3 W3 ci 7.00 72 2x4=-- h Wt ,_,V.4 B2 8 • 5x6= 3 5` rT,r N 9 gal e l 3.50 FIT 3x4% I 8-1.8 I 17-5-4 I 8-1-8 9-3-12 Plate Offsets IX Y1' 14-0-2-0 0-2-41 [6'0.1-8 0.2.121.R Q53�-2-81 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) 0.11 8 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.46 Vert(TL) -0.16 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.12 9 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=240 Weight:87 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-14 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-2-9 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 9=631/0-3-8,2=722/0-4.0 Max Horz 2=429(load case 3) Max Uplift9=-481(load case 3),2=-572(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-1731,3-4=-1414,4-5=-1202,5-6=-86.7-9=-631,6-7=-123 BOT CHORD 2-8=1509,7-8=871 WEBS 3-8=-243,4-8=442,5-8=373,5-7=-891 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead toad and 5.0 psI bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind II cantilevers exist,they are 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)Gap between inside of lop chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)Bearing at joint(s)9,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 481 lb uplift at joint 9 and 572 lb uplift at joint 2. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard • CAR/' •�....�.ZIFIC 'o'.-- er 4 i* • -o: OF • s;ei° F /o„ ONA .,L T- ° ' . "hrl)4tl lli woo-4 Job Truss Truss Type Oty Ply Armstrong Properties-Seminole Duplex 9801351 T10 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4 0-32 5 Jun 9 1998 MiTek Industries,Inc. Tue Nov 24 04.08:15 1998 Page 1 { -1-4-0 I 5-3-13 I 10-0-0 I 13-8-10 I 17-5-4 1 1-4-0 5-3-13 4-8-3 3-8-10 3-8-10 454= 3x4= 3x5 II •• I 7.00 12 2x4= 3x5= 8 5x8=--- Y 0 N CI 1 to ' 3.50 12 3x47----- 10-1-8 I 17-5-4 I 10-1-8 7-3-12 -Plate Offsets(X-Y1' WO-2-4.0-241 N-0-1-6.0-2-121-119-5-4.4,2,e1 LOADING(psi) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.69 Vert(LL) 0.10 2-8 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.49 Vert(TL) -0.26 2-8 >778 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) LL Min 0efl=9 n/a Weigh 90 lb BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 4-7-8 on center punin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-1-5 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 9=631/0-3-8,2=722/0-1-0 Max Horz 2=512(load case 3) Max Uplift9=-507(load case 3),2=-546(toad case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-1654,3-4=-1165,4-5=-957,5-6=-30,7-9=-631,6-7=-96 BOT CHORD 2-8=1462,7-8=598 WEBS 3-8=-428,4-8=311,5-8=468,5-7=-745 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead toad,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind II cantilevers exist,they are 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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)Bearing at joint(s)9,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verity capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 507 lb uplift at joint 9 and 546 lb uplift at joint 2. 7)This buss has been designed for both TPI-85 and ANSI/TPI 1.1995 plating criteria. LOAD CASE(S) Standard • ;`Q.. .‘y,-(IFIC • ' • ',61,51.6i1769 • \ ,uHm,l 111 n 6pllWw" Job Truss Truss Type Ory Ply Armstrong Properties-Seminole Duplex 9801351 T11 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Tue Nov 24 04.08.16 1998 Page 1 1-1-4-0 i 6-3-13 12-0-0 { 17-5-4 ( 1-4-0 6-3-13 5-8-3 5-5-4 4x8= 3x511 • R • • 7.00 FY 3x4 A A • 3x4=-" 7 x5 5 = 4 M 8 u `{ o 1x4 ii o g 3x4% 3.50 12 6-3-13 j 12-1-8 ( 17-5-4 6-3-13 5-9-11 5-3-12 Plate Offsets(X Y1' [3'0-1.12.0.1-61_14'0-6-0 0-2-41.15:._0-1-8 0-2.12L[7'0-3-4.0-2-81 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 IC 0.56 Vert(LL) 0.13 8 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.12 2-8 >999 BCLL 0.0 Rep Stress Incl. YES WB 0.54 Horz(TL) 0.09 9 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight 93 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-6-7 on center purtin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 5-3-3 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-9 REACTIONS(lb/size) 9=631/0-3-8,2=722/0-4-0 Max Horz 2=596(load case 3) Max Uplift9=-539(load case 3),2=-514(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-1672,3-4=-857,4-5=-36,6-9=-631,5-6=-132 BOT CHORD 2-8=1434,7-8=1428,6-7=690 WEBS 3-8=137,3-7=-686,4-7=535,4-6=-792 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psi bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are 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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)Bearing at joint(s)9,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 539 lb uplift at joint 9 and 514 lb uplift at joint 2. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard - ``\\w\\\���U1p p 1111 l I I l l l l l r ll \I CA .,�• pill I FI . " Q 'Gtr No. i . • O *.c.,„______/1111ll l l l l t l 111 ttihtt Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex 9801351 T12 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Tue Nov 24 04 08:17 1998 Page 1 1-1-4-01 7-3-13 1 14-0-0 1 17.5-4 I 1-4-0 7-3-13 6-8-3 3-5-4 4x8= 3x511 !� _ 7.00 12 `4 3.4 i ° 3x4= 7 x5= 5 4 4 8 N 1x4 11 1 a 8 3.50 12 0 9 3x4"----- 1 7.3-13 I 14-1-8 1 17-5-4 1 7-3-13 6-9-11 3-3-12 Plate Offsets(X.Y1: f3i0-1-12.0-1-8L[4'0-6-0 0.2 3115:0-1-8.0-2-12)_R:0-3-4,0-2-6) 1 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Udell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) 0.15 2-8 >999 M20 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.16 2-8 >999 BCLL 0.0 Rep Stress'nor YES WB 0.72 Horz(TL) -0.11 9 n/a BCD_ 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/dell=240 Weight:96 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-5 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling direcUy applied or 5-1-15 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-9 REACTIONS(Ib/size) 9=631/0-3-8,2=722/0-4-0 Max Horz 2=679(load case 3) Max Uplift9=-576(load case 3),2=-476(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-1613,3-4=-598,4-5=-5,6-9=-631,5-6=-46 BOT CHORD 2-8=1380,7-8=1371,6-7=447 WEBS 3-8=168,3-7=-869,4-7=520,4-6=-718 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,t0 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind If cantilevers exist,they are 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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)Bearing at joint(s)9,2 considers parallel to grain value using ANSI/7P!1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 576 lb uplift at joint 9 and 476 lb uplift at joint 2. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard • „, illnumurro CAR 1 'Q•C).`” IFIC9 �' No.4: 'j 9 ` •F ORIol.:1( `�S'SONA c �'` ''/'"'Nr///11r11111111 111\\R,\\`\ Job Truss Truss Type Oty Ply Armstrong Properties-Seminole Duplex 9801351 T13 ROOF TRUSS 2 1 . TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4 0-32 s Jun 9 1998 MiTek Industries,Inc. Tue Nov 24 04:08:19 1998 Page 1 11-4 1 5-9-1 1 10-10-9 j 16-0-0 111:_5A 1-4-0 5-9-1 5-1-7 5-1-7 1-5-4 4x4= 7.00 2 3x511 . II• _ 5x5 i N 1 .. ix4� 'o'= - 3x5= 8 5x5= v 9 3x4 o 8 4 10 3.50 12 3x4 ` 8-4-9 j 16-1-8 117-5-' 8-4-9 7-8-15 1-3-12 Plate OffsetsOCY) 14 0-2.8.0-3-01.150-2-0.0-2-41,I6 0-1-8 0-2-121.180-3-4.0-2-81 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) 0.25 8-9 >614 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.25 8-9 >821 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) -0.43 10 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight 98 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-7 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-0-4 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-10 REACTIONS(lb/size) 10=631/0-3-8,2=722/0-4-0 Max Horz 2=763(load case 3) Max Uplift10=-619(load case 3),2=-433(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2.3=-1661.3-4=-1323,4-5=-223,5-6=-114,7-10=-631,6-7=-302 BOT CHORD 2-9=1439,8-9=851,7-8=115 WEBS 3-9=-283,4-9=534,4.8=-734,5-8=204 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and S.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are 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)Gap between inside of lop chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)Bearing at joint(s)10,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 619 lb uplift at joint 10 and 433 lb uplift at joint 2. 7)This truss has been designed for both TPI-85 and ANSIfTPI 1-1995 plating criteria. LOAD CASE(S) Standard • I 1 `\\\\��U\\1111111.1111tlrrlrorrr�. QQ�w• ICAR9. ,° 1 4 := :* , Fs' "',nri7unnumw\twi?3 Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex 9801351 T14 ROOF TRUSS 22 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Tue Noe 24 04.08.20 1998 Page 1 0-4 6-1-10 { 11-7-11 { 17-5-4 { 1-4-0 6-1-10 5-6-1 5-9-9 3x4 II 7 00E-2- • • S 5x5 rn .S //// • 1x4 3x5":"---- 0 v 7 3x4 w 0 3.50 12 8 3x4 i { 8-10-11 { 17-5-4 • 8-10-11 8-6-9 Plate Offsets(X.Y1- [4'0-2.8.0-3-01.15 0-1-4 0.2.01.16:4_2-12.0.1-61 - LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TO 0.52 Vert(LL) 0.12 2-7 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.47 Vert(TL) -0.19 2-7 >999 BCLL 0.0 Rep Stress!nor YES WB 0.47 Horz(TL) 0.15 8 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min Udefl=240 Weight:95 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-3 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-0-8 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-8 REACTIONS(lb/size) 8=631/0-3-8,2=722/0-4-0 Max Horz 2=815(load case 3) Max Uplift8=-649(load case 3),2=-403(Ioad case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2.3=-1627,3-4=-1251,4-5=-123,6-8=-631,5-6=-125 BOT CHORD 2-7=1409.6-7=769 WEBS 3-7=-329,4-7=560,4-6=-718 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5 0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I.condition I enclosed building,of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)Bearing at joint(s)8,2 considers parallel to grain value using ANSUTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 649 lb uplift at joint 8 and 403 lb uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI[TPI 1-1995 plating criteria. LOAD CASE(S) Standard • \`\ \`\\\\\\\\\71111.1111111111///,////, N.. • y: Job Truss Truss Type Oty Ply Armstrong Properties-Seminole Duplex 9801351 T15 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1996 MiTek Industries,Inc. Tue Nov 24 04.08.22 1998 Page 1 -1-4-0 2-0-0 j 6-4-0 j ` j 1 4 0 2-0-0 4-4-0 4x8= 2x411 7 • 4 T2 �L 1.,,1 WI _ 7.00 FIT q o N ' ` B2 T B1 8 5 io s u1 10 4x4= ° 0 4x4= 3.50 12 1 3x4 • I 2-1-8 I 6-4-a ) 2-1-8 4-2-8 Plate Off - -• I I- 1.1.61-2-0 0-2-8) LOADING(psf) SPACING 0-8-8 CSI DEFL (in) (Ioc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.16 Vert(LL) 0.01 6 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.11 Vert(TL) -0.02 5-6 >999 BCLL 0.0 Rep Stress'nor NO WB 0.09 Horz(TL) 0.01 5 n/a Weight:29 lb BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min Udell=240 g LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. SOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 5=155/0-1-8,2=174/0-4-0 Max Horz 2=63(load case 3) Max Uplift5=-104(load case 3),2=-143(load case 3) FORCES(Ib)-First Load Case Only TOP CHORD 1.2=12,2-3=-347,3-7=0,4-7=0,4-5=-65 • BOT CHORD 2-6=285,6-8=298,5-8=298 WEBS 3-6=153,3-5=-303 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per SBC/SBCCI If end verticals exist,they are not exposed to wind II cantilevers exist,they are 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)Bearing at joint(s)2 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 at joint(s)5. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 104 lb uplift at joint 5 and 143 lb uplift at joint 2. 9)This truss has been designed for both TPI-85 and ANSUTPI 1-1995 plating criteria. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2=-19.1,2-3=-19.1,3-7=-19.1,4-7=-19.1,2-6=-7.1,6-8=-7.1,5-8=-7.1 Concentrated Loads(Ib) Vert:3=-33 4=-17 5=-17 6=-41 7=-17 8=-17 . `„0""1""1"1"""N„ PZIFI % v' — No. I , Ii:t i O - I .P ��. ' •RI • ,FS+ � � c So ��E rllrllll I I I I11111hd" Job Truss Truss Type Oty Ply Armstrong Properties-Seminole Duplex • 9801351 T16 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Tue Nov 24 04.08-.24 1996 Page 1 j -1-4-0 j 2-8-8 { 6-4-0 1-4-0 2-8-8 3-7-8 5x8= 2x4 II 4_ 12 — W1 W2 W3 — m 7.00 12 B2 :1 6 5 4x4= ' cr ' 4x4= 3 50 rlY 1 3x4 { 2-10-0 { 640 2-10-0 3-6-0 Plate Offsets(X-YL( '. • ' '- -r • '- • .- �) • LOADING(psf) SPACING 0-8-8 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.09 Vert(LL) 0.00 6 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.04 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(TL) -0.00 5 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/defl=240 Weight:29 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 5=79/0-1-8,2=109/0-4-0 Max Horz2=74(load case 3) Max Uplift5=-61(load case 3),2=-109(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=6,2-3=-147,3-4=0,4-5=-33 BOT CHORD 2.6=128,5-6=130 WEBS 3-6=58,3-5=-135 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are 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)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 61 lb uplift at joint 5 and 109 lb uplift at joint 2. 8)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard • 00""""""""11//ro �'• •c.) IFICq N o. 4: • 9 ` , •F R t•Q- . • ,/s O jj tc'\` Krrpu/un❑eltll/l lmd Job Truss Truss Type Oty Ply Armstrong Properties-Seminole Duplex 9801351 T17 ROOF TRUSS 2 1 — TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Tue Nov 24 04:08:25 1998 Page 1 -1-4-0 ) 2-3-12 ) 6-4-0 j 1-4-0 2-3-12 4-0-4 7.00 rri • 3x4 i 1 :1101 W2 6 o 4x4= 3x4= 1 ,1, 3x4 3.5017Z- . j 2-2-0 ) 6-4-0 2-2-0 4-2-0 Plate Offsets(X.Y1:j3 0-1-120.1-8).16 0-2-0.0-2 41 LOADING(psf) SPACING 0-5-12 CSI DEFL (in) (loc) Udell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.07 Vert(LL) 0.00 6 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.01 1-2 >999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 5 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deb=240 Weight:30 lb - LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 4=23/0-1-8,2=77/0-4-0,5=29/0-1-8 Max Harz 2=85(load case 4) Max Uplift4=-36(load case 4),2=-65(load case 4),5=-15(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=8,2-3=-126,3-4=9 BOT CHORD 2.6=103,5-6=90 WEBS 3-6=44,3-5=-92 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are 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)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate at joints)4,5. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 36 lb uplift at joint 4,65 lb uplift at joint 2 and 15 lb uplift at joint 5. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard • • \\\\\`U\Wltlluuluur///„„„,// .ZIFIC - • • 4. ; • • ' � P OF • ...zee . • NA. #,. r4M�n//111111111 Job, Truss Truss Type pry Ply Armstrong Properties-Seminole Duplex 9801351 718 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. The Nov 24 04:08:26 1998 Page 1 j -1-4-0 j 2-9-8 j 6-4-0 { 1-4-0 2-9-8 3-6-8 I �V 7.00 12 ii 3x4 i m Y ri W2 1/ MI �0 1°.'2 1/u7 6 - dd 4x4= 3x4= 1 3x4=-- 3.5057 I 2-7-12 j 6-4-0 j 2-7-12 3-8-4 Plate Offsets(X Yt)i0-1.12 0-1-81.(6:0-2-0.0-2-41 LOADING(psf) SPACING 0-5-12 CSI DEFL (in) (loc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.07 Vert(LL) 0.00 6 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.01 1-2 >999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Hot z( LL M U0efl=5 n/a Weight:29 lb BCDL 10.0 Code SBC/SBCCI (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purtin spacing. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 4=20/0.1-8,2=77/0-4-0,5=32/0-1-8 Max Horz 2=85(load case 4) Max Uplift4=-32(IOad case 2),2=-65(load case 4),5=-19(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=8,2-3=-116,3-4=8 , BOT CHORD 2.6=93.5-6=82 WEBS 3-6=41,3-5=-86 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. It cantilevers exist,they are 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)Bearing at joint(s)2 considers parallel to grain value using ANSI(TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 lb uplift at joint 4,65 lb uplift at joint 2 and 19 lb uplift at joint 5. 6)This truss has been designed for both TPI-85 and ANSI/-PI 1-1995 plating criteria. LOAD CASE(S) Standard • ��. CARRY N.. a'• --- r • •14.‘ ::::::e....00+Imrrn � , -1 ,� ,?, CITY OF ATLANTIC BEACH _4.4, is.1i �. } 800 SEMINOLE ROAD j 7 ! '- _ ATLANTIC BEACH, FLORIDA 32233 -'` .. INSPECTION PHONE LINE 247-5826 r)1il!Y Application Number 05-00030285 Date 5/06/05 Property Address 106 SEMINOLE RD Tenant nbr, name REMOVAL OF ASPHALT Application description . . DEMOLITION Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor PALUMBO, RICHARD GRUHN MAY, INC. 6897 PHILLIPS PARKWAY DR.N. JACKSONVILLE FL 32256 (904) 249-1207 (904) 262-9544 Permit DEMOLITION PERMIT Additional desc . W/W/O PERMIT Permit Fee 200 . 00 Plan Check Fee . . . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 200 . 00 200 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 i Grand Total 200 . 00 200 . 00 . 00 . 00 i 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. ‘reb<11:1661P/alb IC BUILDING OFFICIAL 1 /?_ �, OF ATLANTIC BEACH ATION /� CITY ApPLIC �� � � � DEMOLITION PERMI Pl.olt19 Date: 069 ,• M/Ala �� �� i� F,7 Job Address: d I Ag `� v Telephone: �� Owner of Property Yl Zoning District: ° 43f34, Address: O / LotNumber: Description: Block Number: State License Number: G Legal Descrtp �/J� �j�JG iA I/ Contractor: f `� • �� �, j�i J --OC" 7 �s� Fax: , 4o Contractor's Address: 7 Telephone: . , . ork to be done: , //1‹,-J Describe proposed use and - L . �e i G a CA_-_—' A / Q / ..' Present use of land or building( if yes,please submit with this required'? y gs) S`�on r other private entity req •Is approval of Homeowner's Assoctatt application. use of fill material or the removal of any trees? site g rade or any project. es in elevation, a in site • grade required prior to issuance of a Building project involve changes no Chang rade or fill material is req a used on this p Will this p Applicant certifies that n �NO. 2 below. Approval of the Public Works Department Tree � S. See Step REQUIRED.Permit. REMOVAL PERMIT IS REQ ed for this project. TREE RE Applicant certifies that no trees will be removed for this project.n Board,which meets two times each month. NO P YES. Removal of to will be reviewed by the Tree Conservatio Procedure: In order to expedite issuance of permits, please m follow all steps and rovide all inforation as apAro rp iate• Incomplete applications may result in delay in issuance of permit. STEP 1. Attach Tree Removal Application if trees are to be removed or relocated. on ,ro ded with this application is correct. I hereby certify that all inform. � O `f ale P1GKi.�►' �� ✓�^ Date: to Signature of Owner: Aro." I hereby certify that I have read and examine I sap' ion and know the same to be true and correct. All provisions of the Jaws a ordinances governing this type of work will be complied with,whether specified hereinor not. The granting of a permit does not presume give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including t governing of construction or the performance of construction of the property. I understand that the issuance of this permit ti COner,including It din l above information being true and correct and that the plans and supporting data have beenor shall be provided as required. 800 Seminole Road •Atlantic Beach,Fi rida Page 1 Telephone: (904)247-5800 •Fax: (904)247-5845 4( 32233-544 5 P/ 3 //{i nlligi a p CITY of _� � ..,--(5/d/ pS S } REQUEST oFpR IN Official Permit No. 2,8 v� A.M. ∎ i �- 2 P.M. Date . \i// Lo ality Time h Received (J / i 11161' NICA►- Job A.• contractor �i� n PLUMB�NC' Air Cond.&ELE�RICAL ❑ Heating Owners ❑ lace Name Jo�//�E � h Wiring C Rough Out � Fire Fab QN RemP Pole sewer Pre BUILDING C Footing C' Final Framing. Slab C DY FOR IN Friday Re Rooting Lintel EIR REA Thurs. Insulation Wed. AM Tues. ©O P.M. Final Inspection ❑ i Occupancy Mon. +U / �_, Certificate of I. Inspection Ma' a-• ! Date Inspector