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1649 ATLANTIC BEACH DR NEW HOME DOCS CITY OF ATLANTIC BEACH S 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 SINGLE FAMILY DWELLING NEW MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 15-SFR-1280 Job Type: SINGLE FAMILY RESIDENCE Description: NEW HOME PAVER DRIVE Estimated Value: $358,102.00 Issue Date: 7/1/2015 Expiration Date: 12/28/2015 PROPERTY ADDRESS: Address: 1649 ATLANTIC BEACH RE Number: None GENERAL CONTRACTOR INFORMATION: Name: TOLL BROSJNC Address: 250 GIBRALTAR RD STEVEN R MERTEN Phone: - - PERMIT INFORMATION: PUBLIC WORKS: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. All silt must remain on-site during construction. Roll off container company must be on City approved list and container cannot be placed on City Right- of-Way. (Approved: Advanced Disposal, Realco, Republic Services, Shappel's and Waste Pro.) Full right-of-way restoration, including sod, is required. Any utility cuts in the road must be repaired using C01 Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be shown on the plans. FEES: ---------- — ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $627.15 11ERMI I IDENTIAINB CO DANCE$N�Ia11ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 BUILDING PERMIT FEE $1,254.31 STATE DCA SURCHARGE $18.81 SEWER SDC-SYSTEM DEV CHG $4,050.00 STATE DBPR SURCHARGE $18.81 WATER CONNECTITAP & METER $370.00 WATER CROSS CONNECTION $50.00 WATER SDC-SYSTEM DEV CHG $1,140.00 Total Payments: $7,679.08 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH FILE COPY 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 Job Address: 1649 Atlantic Beach Drive- Atlantic Beach FL 32233 Permit Number: Z.S Legal Description Lot 9 Atlantic Beach Countr i Club Unit 2 67-132-08-2S-29E Parcel# Floor Area of Sq.Ft. Sq.Ft Valuation of Work$ 358,102 Proposed Work Heated/Cooled 3058 Non-Heated / Cooled 1030 Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commercial Residential If an existing structure,is a fire sprinkler system installed? (Circle one): o N/A Florida Product Approval# See attached For multiple products use product approval form Describe in detail the type of work to be performed:New Residential Construction �8 Property Owner Information: Name: TOLL FL VI LIMITED PARTNERSHIP Address: 160 Cafe May Avenue City Ponte Vedra State FL Zip 32081 Phone 904 217-0739 E-Mail or Fax#(Optional)mlieberman@tollbrothersine.com -�v t Contractor Information: CONTRACTOR EMAIL ADDRESS: mlieberman tol sinc.com Company Name: Toll Bros., Inc. Qualifying Agent: Steven R. Merten Address: 160 Cape M y Avenue City Ponte Vedra State FL Zip 32081 Office Phone 904 217-0739 Job Site/Contact Number 904 386-6472 Fax# State Certification/Registration# CGC 1510225 Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulatang construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. 1 understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Poo s, Furnaces, Boilers, eaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certify that I have read and examined this ap Ucation and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specs iZ herein or not. The grantin of a permit does not presume to give authority to violate or cancel the provisions of any other federal,state, or local law regulating construction or the performance of construction. Signature of Owner Signature of Contractor Print Name Steven R. erten Division Sr.Vice President Print Name Steven R.Merten Befor��ne Before me this �1 Day of 2015 this Gam' Day of /✓(,� 2015_ Notary Public Notdry PubTc Revised 01.26.10 PY° MELISSA LIEBERMAN ros. MELISSA LIESE� MY COMMISSION#FF055605 4 MY COMMISSIONFF055o05 EXPIRES September 18.2017 eoFF�.: �9rFYoec.•` EXPIRES September 18.2017 (407}398-0153 Floridallotaryservice.com of Fti (407)398-0153 FloridallotaryService.com DO NOT WRITE BELOW- OFFICE USE ONLY Applicable Codes: 2010 FLORIDA BUILDING CODE Review Result (circle one): � , �I�. CqpprovedPY Approved Disapproved w/ Conditions Review Initials/Date: /71 ,1 Development Size Habitable Space 3 o s s-F Non-Habitable /1030 s P- Impervious area Miscellaneous Information Occupancy Group fi-3 Type of Construction2O f3 Number of Stories ;Z- Zoning District Max. Occupancy Load Fire Sprinklers Required Flood Zone 1114 Conditions/Comments: BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH FELE COPY 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 Job Address: 1649 Atlantic Beach Drive; Atlantic Beach FL 32233 Permit Number: Legal Description Lot 9 Atlantic Beach Countr f Club Unit 2 67-132-08-2S-29E Parcel# Floor Area of Sq.Ft. Sq.Ft Valuation of Work$ 358,102 Proposed Work Heated/Cooled 3058 Non-Heated/Cooled 1030 Move Demolition pool/spa window/door Class of Work(circle one): -New Addition Alteration Repair p Use of existing/proposed structure(s) (circle one): Commercial Residential If an existing structure,is a fire sprinkler system installed? (Circle one): o N/A Florida Product Approval# See attached For multiple products use product approval form Describe in detail the type of work to be performed: New Residential Construction �8 Property Owner Information: Name: TOLL FL VI LIMITED PARTNERSHIP Address: 160 C pe May Avenue -2 City Ponte Vedra State FL Zip 32081 Phone 904 217-0739 G,)! E-Mail or Fax# (Optional)mlieberman@tollbrothersinc.com U 1 J 1' Contractor Information: CONTRACTOR EMAIL ADDRESS: mlieberman tol sin- Company Name: Toll Bros., Inc. Qualifying Agent: Steven R. Merten Address: 160 Cape May Avenue City Ponte Vedra State FL Zip 32081 Office Phone 904 217-0739 Job Site/Contact Number 904 386-6472 Fax# State Certification/Registration#CGC 1510225 Architect Name&Phone# Engineer's Name &Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address V O M N C� V N O � Lrr O0 pp N r�J O O k w oho N vii C� V N p v d• oo O N O 00 U. �• w w GL c o x (� > ° W o o ° a d 4 b 0 a o Lncn ° cd cn w ° 3 3 y .- A o x on ° c `z o F o ons O U O cd 'C O O Fzr c`nC O O O O 1cdo a, o �- z 0 N en •v u Y ° Z W O Q T }' O ° U Cal s� G oq .a O ; 'O o O T 5 a Q ) Y o v Y °, c a M3 o O C7 -o v u A `" i O A °� 2 o U an sz x c ami an b ° G� to v rZ O in. U w � CIO U) � ¢ O 3v) xUQw ¢ a, a �5- �" M .4 "i 6 r-: oo O, ^ U O � � a N M y 01 V C1 O 7 M 7 ° ° o ° c � o ° a � z zzz + zzz z z z o � o cz -0 p' C,3 n N M i oA u Oq OA N cJ C p 6 R Rd a) -0 4. iC p 'x Cd � � � U U vi vi U U '6 'O to t Ca75) 41 W N -a on °' 3 E c un cz v o ° o C7 ri -0 o n x cl V •.2 ° y, V) c 1 z z � 3mo 3 LCd _ H o ocz ci Ll ' U .� C�.ycnon .fr 1 C o a U o 3 ° o Y on n o °c° n c r, C4 r- o °'c o 0 3 ° °o °oU � LnO U . 0 ,m "t kn .�- 7 7cq c $ U \ / / § ƒ / \ u .\ x 7 & \ @ \ 4 ƒ \ \ I ( » § a \ o k ) / ( % / # w \ y @ Q / \ / 5 \ th \ / � / / � j \ z \ \ § C \ k \ \ § \ . a / � ƒ \ & @ $ % •QEn S / 0 2 2 £ ® § t > U 'S G & w § o / \ a = a = c $ & ; © '\ \ E \ g / / ) t / 7 4 Q z » / `2/ = 5 2 m = / \ ? \ \ cn t m I ¢ § § to ¢ 00 ± c \ } § \ \ ( [ § / •e § \ E 7 / ./ u = ; = o ) & � o G + f \ \ J \ \ / \ \ q & / j \ / / / 5 \ / & $ 3 \ \ 3 ' Q Q w w 4 w a K Q Q w w J w e K § E \ \ 2 / u - ® � W — n 5 U ,§ k ƒ ƒ ƒ t k / � § § S _ _ d � k_ / � / q \ U C4 nll � \ ƒ \ / � \ $ k ? % ƒ f 00 « : 0 / § ƒ k � 4 / / \ / J \ \ Cd C) § U ƒ 0 ( 2° ` ) \ k / / "C3 \ ± d \ to k \ t 2 0 ƒ \ a o § & d / FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Terrano 3058 Left Builder Name: Toll Brothers Street: 1649 Atlantic Beach Dr Permit Office: Atlantic Beach FILA COPY City,State,Zip: Atlantic Beach,FL, - Permit Number: /S m Sim R-la Owner: Toll Brothers Jurisdiction: 261300 Design Location: FL,Jacksonville 1. New construction or existing New(From Plans) 9. Wall Types(4258.9 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 3708.90 ft' b. Frame-Wood,Adjacent R=13.0 550,00 ft' 3. Number of units,if multiple family 1 c.N/A R= ft' 4. Number of Bedrooms 3 d.N/A R= ft' 10.Ceiling Types (1763.0 sqft.) Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) R=38.0 1763.00 ft' 6. Conditioned floor area above grade(ft2) 3058 b.N/A R= ft2 c.N/A R= ft2 Conditioned floor area below grade(ft2) 0 11.Ducts R ft2 7. Windows(443.9 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:2nd Floor 6 512 a. U-Factor: Dbl,U=0.34 443.92 ft2 SHGC: SHGC=0.27 b. U-Factor: N/A ft= 12.Cooling systems kBtu/hr Efficiency a.Central Unit 42.0 SEER:14.00 SHGC: c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 42.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 4.179 ft. Area Weighted Average SHGC: 0.270 14.Hot water systems a. Natural Gas Tankless Cap: 1 gallons 6. Floor Types (3058.0 soft.) Insulation Area EF:0.590 a.Slab-On-Grade Edge Insulation R=0.0 1597.00 ft2 b. Conservation features b.Floor Over Other Space R=0.0 1295.00 ft' None c.other(see details) R= 166.00 ft2 15.Credits Pstat . Total Proposed Modified Loads: 36.00 PASS Glass/Floor Area: 0.145 Total Standard Reference Loads: 66.53 f-'1 I I hereby certify that the plans and specifications covered by Review of the plans and O4�tiE ST,g1� this calculation are in compliance with the Florida Energy specifications covered by this ti Code. calculation indicates compliance with the Florida Energy Code. tin+++ 'h ••::::r•:,•', O� PREPARED Y: Before construction is completed DATE: .y Z' this building will be inspected for compliance with Section 553.908 I hereby certify that this buildin s designed, is in compliance Florida Statutes. �, 5'S with the Florida Energy 2de., llOD WE ypOWNER/AGENT: -. _ _ BUILDING OFFICIAL: 10-L' - _ - _ --- -"2- DATE: DATE: ------- --_ _..._ -G_1 ��- ---- I - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist I. P i I i 4/2012015 4:19 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 I ( � ( i i PROJECT Title: Terrano 3058 Left Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 3058 Lot# Owner: Toll Brothers Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Toll Brothers Rotate Angle: 0 Street: 1649 Atlantic Beach Dr Permit Office: Atlantic Beach Cross Ventilation: No County: Duval Jurisdiction: 261300 Whole House Fan: No City,State,Zip: Atlantic Beach, Family Type: Single-family FL, New/Existing: New(From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp jDesign Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL—JACKSONVILLE—INT 2 32 93 70 75 1281 49 Medium BLOCKS I Number Name Area Volume 1 Block1 3058 29119 SPACES Number Name Area Volume Kitchen Occupants Bedrooms _Infil ID Finished_ Cooled _Heated 1 Main 1597 15970 Yes 0 0 1 Yes Yes Yes j 2 2nd Floor 1461 13149 No 4 3 1 Yes Yes Yes I j FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage 2nd Floor ___- _-__ 166 ft= 0 0 0 1 2 Slab-On-Grade Edge Insulatio Main 208.3 ft 0 1597 ft' ____ 0 0 1 ___ ___ 3 Floor Over Other Space 2nd Floor 1295 ft' 0 0 0 1 ROOF Roo` Gable Roof Solar SA Emltt Emitt Deck Pitch # Type Materials Area Area Color Absor. _Tested —_Tested Insul. _(deg) 1 Gable or Shed Composition shingles 1910 ft2 366 ft2 Medium 0.8 N 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio(1 in) _ Area J RBS IRCC_^ 1 Full attic Vented 300 1763 ft' N N 4!20/2015 4:19 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 CEILING # Ceiling Type Space R-Value Area _ Framing Frac Truss Type 1 Under Attic(Vented) 2nd Floor 38 1461 ft' 0.11 Wood 2 Under Attic(Vented) Main 38 302 ft' 0.11 Wood f WALLS C Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt To Wall Type Space R=Value-F_t-In-Ft-In Area R-Value-Fraction__Absor__.-Grade%- 1 N Exterior Frame-Wood 2nd Floor 19 51 4 9 0 462.0 ft' 0 0.25 0.8 0 2 N Exterior Frame-Wood Main 19 63 0 10 0 630.0 ft' 0 0.25 0.8 0 1 3 E Exterior Frame-Wood 2nd Floor 19 41 1 9 0 369.8 ft' 0 0.25 0.8 0 I 4 E Exterior Frame-Wood Main 19 40 0 10 0 400.0 ft' 0 0.25 0.8 0 , 5 S Exterior Frame-Wood 2nd Floor 19 52 6 9 0 472.5 ft' 0 0.25 0.8 0 S Exterior Frame-Wood Main 19 61 11 10 0 619.2 ft' 0 0.25 0.8 0 7 W Exterior Frame-Wood 2nd Floor 19 39 6 9 0 355.5 ft' 0 0.25 0.8 0 8 W Exterior Frame-Wood Main 19 40 0 10 0 400.0 ft' 0 0.25 0.8 0 9 W Garage Frame-Wood Main 13 55 0 10 0 550.0 ft' 0 0.25 0.8 0 j i DOORS i # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In i 1 W Insulated Main None .6 3 8 24 ft' I 2 W Wood Main None .39 2 8 8 21.3 ft' WINDOWS i Orientation shown is the entered,Proposed orientation. Wall Overhang - # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening i 1 N 1 Vinyl Low-E Double Yes 0.34 0.27 31.0 ft' 1 ft 0 in 1 ft 6 In None Exterior 5 2 N 1 Vinyl Low-E Double Yes 0.34 0.27 8.3 ft' 1 ft 0 in 1 ft 6 in None Exterior 5 3 N 2 Vinyl Low-E Double Yes 0.34 0.27 3.6 ft' 1 ft 0 in 1 ft 6 in None Exterior 5 4 E 3 Vinyl Low-E Double Yes 0.34 0.27 33.3 ft' 4 ft 8 in 1 ft 6 in None Exterior 5 5 E 4 Vinyl Low-E Double Yes 0.34 0.27 62.0 ft' 8 ft 4 in 1 ft 6 in None Exterior 5 6 E 4 Vinyl Low-E Double Yes 0.34 0.27 96.0 ft' 8 ft 4 In 1 ft 6 in None Exterior 5 7 S 5 Vinyl Low-E Double Yes 0.34 0.27 21.5 ft' 1 ft 0 in 1 ft 6 in None Exterior 5 8 S 5 Vinyl Low-E Double Yes 0.34 0.27 21.3 ft' 1 ft 0 in 1 ft 6 in None Exterior 5 9 S 6 Vinyl Low-E Double Yes 0.34 0.27 21.5 ft' 1 ft 0 in 1 ft 6 in None Exterior 5 10 W 7 Vinyl Low-E Double Yes 0.34 0.27 39.6 ft' 1 ft 0 in 1 ft 6 in None Exterior 5 11 W 7 Vinyl Low-E Double Yes 034 0.27 6.6 ft' 1 ft 0 in 1 ft 6 in None Exterior 5 i 12 W 7 Vinyl Low-E Double Yes 0.34 0.27 6.5 ft' 1 ft 0 in 1 ft 6 in None Exterior 5 13 W 8 Vinyl Low-E Double Yes 0.34 0.27 31.0 ft' 1 ft 0 in 1 ft 6 in None Exterior 5 I 14 W 8 Vinyl Low-E Double Yes 0.34 0.27 16.0 ft' 8 ft 9 in 1 ft 6 in None Exterior 5 15 E 3 Vinyl Low-E Double Yes 0.34 0.27 15.5 ft' 1 ft 4 In 1 ft 6 in None Exterior 5 16 S 6 Vinyl Low-E Double Yes 0.34 0.27 15.5 ft' 1 ft 0 in 1 ft 6 in None Exterior 5 17 E 3 Vinyl Low-E Double Yes 0.34 0.27 4.0 ft' 1 ft 4 in 1 ft 6 in None Exterior 5 18 N 2 Vinyl low-E Double Yes 0.34 0.27 10.7 ft' 1 ft 0 in 1 ft 6 in None Exterior 5 ( I 4/20/2015 4:19 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 I i i r GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 586 ft� 420 ft' 64 ft loft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0003 2406.4 132.11 248.44 .2844 4.9583 HEATING SYSTEM _# System Type_ —_ Subtype Efficiency, Capacity _ Block Ducts 1 Electric Heat Pump None HSPF: 8.2 42 kStu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block _ Ducts 1 Central Unit Split SEER:14 42 kBtu/hr 1260 cfm 0.700000 1 sys#1 HOT WATER SYSTEM F7 #_System Type SubType Location_ EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0.59 1 gal 55.1 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft' DUCTS ----Supply---- ---Return---- Air CFM 25 CFM25 HVAC# V' # Location R-Value Area Location Area .Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 512 ft= Attic 213 ft' Default Leakage 2nd Floor (Default) (Default) 1 1 I I 4/20/2015 4:19 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 TEMPERATURES Programable Thermostat:Y Ceiling Fans: Coolin [[ ]]Jan [[ ]]Feb [[ ]]Mar ( ]A r [ ]Ma rj Jun rl Jul rj Aug Se f l Oct [[ Nov H Dec Heating [X]Jan [X]Feb [X]Mar [ ]Apr [ ]May Jun JuI AuSep [ ]Oct [X�Nov Dec Ventin [[ ]]Jan [[ ]]]]Feb [[X]]]]Mar [X)A r [ )Ma Jun Jul Aug Se [[[XXX]]]Oct [[X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Coaling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 I I I -.1 II , J I 1 II I I I � t 4/20/2015 4:19 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 I II FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 1649 Atlantic Beach Dr PERMIT#: Atlantic Beach, FL, - MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. I COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK i Air leakage 402.4 To be caulked, gasketed,weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors&outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4,2. i Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced-air furnace is primary system, i programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2..Provide switch or clearly marked circuit breaker (electric)or shutoff(gas). Circulating system pipes insulated to= R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical i ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or 1 other means proven to reduce heat loss except if 70% of heat from 1 site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed &attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. \ Ceilings/knee walls 405.2.1 R-19 space permitting. \v i i 4/20/2015 4:19 PM EnergyGauge®USA-FlaRes2010 section 405.4.1 Compliant Software Page 6 of 6 i I - I I ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX = 54 The lower the EnergyPerformance Index, the more efficient the home. 1649 Atlantic Beach Dr, Atlantic Beach, FL, - 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood, Exterior R=19.0 3708.90 ft2 b.Frame-Wood,Adjacent R=13.0 550.00 ft2 3. Number of units,if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) R=38.0 1763.00 ft' 6. Conditioned floor area(ft2) 3058 b.N/A R= ft2 7. Windows- Description Area c.N/A R= ft2 a. U-Factor: Dbl,U=0.34 443.92 ft2 11 Ducts R ft2 • a.Sup:Attic,Ret:Attic,AH:2nd Floor 6 512 i SHGC: SHGC=0.27 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 42.0 SEER:14.00 SHGC: d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 42.0 HSPF:8.20 Area Weighted Average Overhang Depth: 4.179 ft. Area Weighted Average SHGC: 0.270 8. Floor Types Insulation Area 14. Hot water systems 2 a.Natural Gas Cap:1 gallons a.Slab-On-Grade Edge Insulation R=0.0 1597.00 ft EF:0.59 b.Floor Over Other Space R=0.0 1295.00 ft2 b. Conservation features c.other(see details) R= 166.00 ft2 None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for BuildinggE ST f Construction through the above energy saving features which will be installed (or exceeded) tiO4� = ATFo in this home before final inspection. Otherwise, a new EPL Display Card will be completed ,,,''. ' based on installed Code compli t features. Builder Signature: Date: 2 � Address of New Home: City/FL Zip: A�Lk�4�( Cot)WS *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software I', i TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Terrano 3058 Left Builder Name: Toll Brothers Street: 1649 Atlantic Beach Dr Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Toll Brothers Jurisdiction: 261300 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in substantial contact and continuous alignment with building envelope air barrier. Breaks or joints in the air barrier are filled or repaired. Air-permeable insulation is not used as a sealing material. Air- ermeable insulation is inside of an air barrier. Ceiling/attic Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Attic access (except unvented attic), knee wall door, or drop down stair is sealed. Walls Corners and headers are insulated. Junction of foundation and sill plate is sealed. Windows and doors Space between window/doorjambs and framing is sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including Insulation is installed to maintain permanent contact with underside above-garage and cantilevered of subfloor decking. floors) Air barrier is installed at any exposed edge of insulation. Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class I vapor retarder with overlapping joints taped. i Shafts, penetrations Duct shafts, utility penetrations, knee walls and flue shafts opening to exterior or unconditioned space are sealed. Narrow cavities Batts in narrow cavities are cut to fit, or narrow cavities are filled by sprayed/blown insulation. Garage separation Air sealing is provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures are air tight, IC rated, and sealed to drywall. Exception—fixtures in conditioned space. Plumbing and wiring Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation extends behind piping and wiring. Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier se gratin them from the exterior wall. Electrical/phone box on Air barrier extends behind boxes or air sealed-type boxes are installed. Common wall Air barrier is installed in common wall between dwelling units. HVAC register boots HVAC register boots that penetrate building envelope are sealed to subfloor or drywall. I Fireplace Fireplace walls include an air barrier. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software i 1 MICG, Waft Project Summary Job: Date: Heatng&Air Main By: Korey Kasch Conditioning �• .• McGowan's Heating & Air Conditioning, Inc. 4850 Collins Road,Orange Park,FI 32073 Phone:904-278-0339 Fax:904-278-0366 Email:Korey@mcgowansac.com Web:www.mcgowansac.com For: Steve Merten,Toll Brothers, Inc. 160 Cape May Ave., Ponte Vedra, FI 32081 Phone: (904)217-0739 Fax: (904)814-8173 Web:www.tollbrothers.com Email: smerten@tollbrothersinc.com Notes: The Terrano i Design Information Weather: Jacksonville NAS, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 'F Outside db 96 'F Inside db 70 'F Inside db 75 'F Design TD 38 'F Design TD 21 'F Daily range M Relative humidity 50 % Moisture difference 48 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 27680 Btuh Structure 21017 Btuh Ducts 4486 Btuh Ducts 5382 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 32167 Btuh Use manufacturer's data n Rate/swing multiplier 1.01 Infiltration Equipment sensible load 31194 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3444 Btuh Ducts 813 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ftp 3058 3058 Equipment latent load 4656 Btuh Volume(fP) 29952 29952 Air changes/hour 0.28 0.15 Equipment total load 35850 Btuh Equiv.AVF(cfm) 140 75 Req.total capacity at 0.70 SHR 3.7 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade Trade Model CH14NBO420OG Cond CH14NBO420OG AHRI ref 7835544 Coil FB4CNP042L00 AHRI ref 7835544 Efficiency 8.2 HSPF Efficiency 12.0 EER, 14 SEER Heating input Sensible cooling 28700 Btuh Heating output 40000 Btu h @ 47'F Latent cooling 12300 Btuh Temperature rise 27 'F Total cooling 41000 Btuh Actual air flow 1367 cfm Actual air flow 1367 cfm Air flow factor 0.042 cfm/Btuh Air flow factor 0essure .052 50 cfm/Btuh Static pressure 0.50 in H2O Load sic ensible ble heat ratio 0.86 Space thermostat Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Apr-2015:19:00 .� + wt-ightsoft' Comfort Builder by Wrightsoft 15.0.06 RSU12270 Page 1 AZK ...\300 RES NC\Toll Brothers\Terrano 3066 Left.rup Calc=MJ8 Front Door faces: W a First Floor Ret Riser z 14" 18 x 18 Sup Riser 14" 14" Breakfas 12x6 7 14x6 14x6 8" 8.. Kitcher ® 12" 14 x 14 8' Bat Stail 10x6 6" 4 x 8 4" 6x104x8 6„ f4" 10x6 6 Pantr) Butler Pantr 12 x 12 Hall 1 12" Study 6x14 8" Dining Roor Foye Garage i Job#: McGowan's Heating & Air Conditioning, Scale: 1 : 89 Performed by Korey Kasch for: Page 1 Steve Marten 4850 Collins Road Comfort Builder by Wrightsoft 160 Cape May Ave. Orange Park,FI 32073 15.0.06 RSU12270 Ponte Vedra,FI 32081 Phone:904-278-0339 Fax:904-278-0366 2015-Apr-20 15:28:31 Phone:(904)217-0739 Fax:(904)814-8173 www.mcgowansac.com Korey@mcgowansac.com ...I Brothers\Terrano 3058 Left.rup wwv.tollbrothers.com smerten@tollbrothersinc.com N I Second Floor Ret Riser 14' Sup Riser 14" a n 1 Master Bedroo 12x6 8 x 4 14" 4„ Bedroom 7 Ek 14x14 10x6 10x6 11 1 12" 6.. 6 12 x 12 14" r I 9" 12" 4" 24x18 I_au dr 10 x 6 Tc� 16" 6" 8x4 1 4' 8x4 4 x 8 Bath; 4„ 4" I'all. ® Hall 4 10 MaM Batl Stair 12 x 12 12 x 12 9' 9' 12x6 7 , Bedroom 12 x 6 7, i f« Job#: McGowan's Heating & Air Conditioning,. Scale: 1 : 89 Performed by Korey Kasch for: Page 2 Steve Merten 4850 Collins Road Comfort Builder by Wrightsoft 160 Cape May Ave. Orange Park,FI 32073 15.0.06 RSU12270 Ponte Vedra,FI 32081 Phone:904-278-0339 Fax:904-278-0366 2015-Apr-20 15:28:31 Phone:(904)217-0739 Fax:(904)814-8173 www.mcgowansac.com Korey@mcgowansac.com ...I Brothers\Terrano 3058 Left.rup www.tollbrothers.com smerten@tollbrothersinc.com MCG�y= Duct System Summary Dae: 5 NeKm r Main By: Korey Kasch 9 McGowan's Heating &Air Conditioning, Inc. 4850 Collins Road,Orange Park,FI 32073 Phone:904-278-0339 Fax:904-278-0366 Email:Korey@mcgowansac.com Web:wm.mcgowansac.com Project • • For: Steve Merten,Toll Brothers, Inc. 160 Cape May Ave., Ponte Vedra, FI 32081 Phone: (904)217-0739 Fax: (904)814-8173 Web:www.tolibrothers.com Email: smerten@tollbrothersinc.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.11 in H2O 0.11 in H2O Available static pressure 0.39 in H2O 0.39 in H2O Supply/return available pressure 0.269/0.121 in H2O 0.269/0.121 in H2O Lowest friction rate 0.073 in/100ft 0.073 in/100ft Actual air flow 1367 cfm 1367 cfm Total effective length(TEL) 538 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath h 996 42 19 0.108 4.0 Ox 0 VIFx 54.7 195.0 st3 Bath 3 h 633 27 23 0.132 4.0 Ox 0 VIFx 18.8 185.0 St9 Bedroom 2 c 2431 96 126 0.095 7.0 Ox 0 VIFx 44.0 240.0 st7 Bedroom 3 c 1877 83 97 0.137 7.0 Ox 0 VIFx 12.1 185.0 st9 Breakfast h 3030 129 99 0.108 7.0 Ox 0 VIFx 65.2 185.0 st3 Dining Room h 4924 209 208 0.075 8.0 Ox 0 VIFx 89.7 270.0 st5 Family Room c 3148 142 163 0.106 8.0 Ox 0 VIFx 59.2 195.0 st3 Family Room-A c 3148 142 163 0.110 8.0 Ox 0 VIFx 50.2 195.0 st3 Hall 1-A c 843 37 44 0.085 6.0 Ox 0 VIFx 81.2 235.0 SO Kitchen h 1711 73 24 0.073 6.0 Ox 0 VIFx 94.7 275.0 st5 Laundry c 183 6 9 0.134 4.0 Ox 0 VIFx 15.6 185.0 st9 Loft c 2338 79 121 0.096 7.0 Ox 0 VIFx 40.0 240.0 st7 Master Bath h 1767 75 74 0.099 6.0 Ox 0 VIFx 28.3 245.0 st8 Master Bedroom h 1647 70 67 0.098 6.0 Ox 0 VIFx 30.4 245.0 st8 Master Bedroom-A h 1647 70 67 0.098 6.0 Ox 0 VIFx 29.4 245.0 st8 Pantry h 152 6 3 0.073 4.0 Ox 0 VIFx 91.2 280.0 st5 Study h 1103 47 28 0.085 6.0 Ox 0 VIFx 78.2 240.0 st4 Toilet h 191 8 6 0.097 4.0 Ox 0 VIFx 32.0 245.0 st8 Walk-In 1 c 494 25 26 0.136 4.0 Ox 0 VIFx 13.2 185.0 st9 2015-Apr-2015:19:00 +wrightsaft' Comfort Builder by Wrightsoft 15.0.06 RSU12270 Page 1 ...\300 RES NC\Toll Brothers\Terrano 3066 Left.rup Calc=MJ8 Front Door faces: W Supply Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st5 Peak AVF 288 235 0.073 367 12.0 0 x 0 VinlFlx st4 st4 Peak AVF 372 307 0.073 474 12.0 0 x 0 VinlFlx st3 st3 Peak AVF 827 752 0.073 774 14.0 0 x 0 VinlFlx st1 st1 Peak AVF 827 752 0.073 774 14.0 0 x 0 VinlFlx st7 Peak AVF 175 247 0.095 453 10.0 0 x 0 VinlFlx st6 st8 Peak AVF 223 213 0.097 409 10.0 0 x 0 VinlFlx st6 st6 Peak AVF 398 460 0.095 586 12.0 0 x 0 VinlFlx st2 st9 Peak AVF 142 155 0.132 444 8.0 0 x 0 VinlFlx st2 st2 Peak AVF 540 615 0.095 576 14.0 0 x 0 VinlFlx Return I, Table Grill HtgCig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb9 Ox 0 827 752 127.8 0.094 774 14.0 Ox 0 VIFx rt1 rb1 Ox 0 87 127 132.0 0.092 287 9.0 Ox 0 VIFx rt2 rb3 Ox 0 166 193 139.5 0.087 436 9.0 Ox 0 VIFx rt2 rb5 Ox 0 109 123 132.5 0.091 278 9.0 Ox 0 VIFx rt2 rb4 Ox 0 33 32 109.5 0.110 42 12.0 Ox 0 VIFx rt2 rb6 Ox 0 145 141 166.5 0.073 328 9.0 Ox 0 VIFx rt2 TableReturn Trunk Detail i I Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt2 Peak AVF 540 615 0.073 441 16.0 0 x 0 VinlFlx rt1 rt1 Peak AVF 1367 1367 0.073 774 18.0 0 x 0 VinlAx 2015-Apr-20 15:19:00 .� wrightsoft` Comfort Builder by Wrightsoft 15.0.06 RSU12270 Page 2 XCK ...\300 RES NC\Toll Brothers\Terrano 3066 Left.rup Calc=MJ8 Front Door faces: W = " CITY OF ATLANTIC BEACH PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 -gill, " (904)270-2535 or(904)247-5874 NEW WATER/SEWER TAP REQUEST Date: Project Address: /4 `/9 No. of Units: Commercial Residential Multi-Family New Water Tap(s)&Meter(s) Meter Size(s) 3 New Irrigation Meter ✓ Upgrade Existing Meter from to (size) New Reclaimed Water Meter ✓ Size 3/yNew Connection to City Sewer Name: Applicant Address: City: State: Zip Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# /S- see- 1280 Water System Development Charge $ /, /'/0, 00 Sewer System Development Charge $ U 0. 60 Water Meter Only $ 00 Reclaimed Meter Only $ 195706 Water Meter Tap $ (notes) Sewer Tap $ Cross Connection $ S0106 Other $ TOTAL $-`, G/0 ' Uv APPROVED: Kayle Moore,PE — (Deputy PW Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED City of Atlantic Beach ---------- APPLICATION NUMBER Building Department CEIVED (To be assigned by the Building Department.) 800 Seminole Road �� .. /'z0L/ r' Atlantic Beach, Florida 32233-5445 JUN 0 2 ?015 Phone(904) 247-5826 - Fax(90f)247-5845 E-mail: building-dept@coab.us BY Date routed: �J City web-site: http://www.coab.u� APPLICATION REVIEW AND TRACKING FORM Property Address: /U C Depaftment review required Yes No LB Applicant: 7r4 S Planning &Zonin / Tree Administrator Project: /� � /1/� 4�-- ublic Works el5ublic Utilities PM77afety Fire Services Review fee $ Dept Signaturer�1 Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: roved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: k/ Date: C 2 ) s TREE ADMIN. Second Review: ❑Approved as revised. Denied. IG WO S Comments: PU LIC UTILITIES 2 -/ �� P BLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 City of Atlantic Beach �D APPLICATION NUMBER Building Department JUN ® 2 2015 (To be assigned by the Building Department.) r 800 Seminole Road .. QV y r� Atlantic Beach, Florida 32233-5445 BY. I e/ ' J O Phone(904)247-5826 • Fax(904) E-mail: building-dept@coab.us Date routed: �J City web-site: http://vmw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 16 �9 &4477I_d- ��a�� D9j1artment review required Yes No Applicant: ;rdlu Planning &Zonin Tree Administrator Project: NW ublic Works ublic Utilities ME is afety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: QApproved. []Denied. (Circle one.) Comments: lei hr/t(l/V ej BUILDING PLANNING&ZONING s Reviewed by:_ G �`� Date: TREE ADMIN. Second Review: []Approved as revised. ffDenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. []Denied. Comments: Reviewed by: Date: Revised 07/27/10 i City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) r� 800 Seminole Road /r (►� .. /� �� Atlantic Beach, Florida 32233-5445 /e� " J Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: lU �� C ��acy De ment review required Yes No Applicant: ;�z// 4s Planning &Zonin Tree Administrator Project: ublic Works ublic Utilities u isafety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: /6pproved. ❑Denied. (Circle one.) Comments: BUILDING �' / PLANNING &ZONING Reviewed by: 40 � / / �✓ Date: TREE ADMI N. ❑App Second Review: roved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: I Reviewed by: Date: Revised 07/27/10 City of Atlantic Beach APPLICATION NUMBER js Building Department (To be assigned by the Building Department.) Seminole Road /� pU Atlantic Beach, Florida 32233-5445 /d J/' a Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://vvm.coab.us 01 APPLICATION REVIEW AND TRACKING FORM Property Address: 16 �9 AnLnl7e. �� 'H D9.px1ment review required Yes No Applicant: �s Planning&Zonin Tree Administrator Project: AIW ublic Works u b I i c Utilities u isafety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: M/A"pproved. []Denied. (Circle one.) Comments: c� BUIL ING P ZONING 61-2-6Reviewed by: Date: / TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. 0 PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 I t cid Job: Manual S Compliance Report `" M+COW$I 'S, p p Date: Nn;3tr ac $Aires { Entire House By: Korey Kasch Eulclrironingj�: wl,4 McGowan's Heating & Air Conditioning, Inc. 4850 Collins Road,Orange Park,FI 32073 Phone:904-278-0339 Fax:904-278-0366 Email:Korey@mcgowansac.com Web:www.mcgowansac.com Project For: Steve Merten,Toll Brothers, Inc. 160 Cape May Ave., Ponte Vedra, FI 32081 Phone: (904) 217-0739 Fax: (904)814-8173 Web: www.tollbrothers.com Email: smerten@tollbrothersinc.com Cooling • • Design Conditions Outdoor design DB: 99.2°F Sensible gain: 34786 Btuh Entering coil DB: 75.8°F Outdoor design WB: 80.2°F Latent gain: 3565 Btuh Entering coil WB: 62.9°F Indoor design DB: 75.0°F Total gain: 38351 Btuh Indoor RH: 50% Estimated airflow: 1333 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0420000A+FB4CNP042L++TXV Actual airflow: 1333 cfm Sensible capacity: 34786 Btuh 100% of load Latent capacity: 3565 Btuh 100% of load Total capacity: 38351 Btuh 100% of load SHR: 91% Heating Equipment Design Conditions Outdoor design DB: 31.7°F Heat loss: 33559 Btuh Entering coil DB: 69.6°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0420000A+FB4CNP042L++TXV Actual airflow: 1333 cfm Output capacity: 40000 Btuh 119'/o of load Capacity balance: 28 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1333 cfm Output capacity: 9.8 kW 100% of load Temp. rise: 50 °F The above equipment was selected in accordance with ACCA Manual S. 2015-Jun-26 09:10:46 wrightsoft:` Comfort Builder by Wrightsoft 15.0.17 RSU12270 Page 1 .1-M ...n\300 RES NC\Toll Brothers\3.5 TON Manual S.rup Calc=MJ8 Front Door faces: W Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek" FILE CCPY RE: 730701 -Terrano/Lot 9 ABCC MiTek USA, Inc. Site Information: 6904 Parke East Blvd. T m L 33610-4115 Customer Info: Toll Brothers, Inc. (Jax) Project Name: Terrano (Classic Elev) Mode: errano Lot/Block: 9 Subdivision: Coastal Oaks Address: 1649 Atlantic Beach Drive City: Atlantic Beach State: FI. Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Luis Ponitgo License#: #53311 Address: 420 Osceola Ave City: Jacksonville Beach State: FI General Truss Engineering Criteria& Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TP12007 Design Program: MiTek 20/20 7.5 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 60.0 psf This package includes 87 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# Truss Name I Date No. I Seal# Truss Name I Date 11 IT7086491 I A6 15/19/015118 IT7086508 JCJ3 5/19/015 12 I T7086492 1 A8 15/19/015119 I T7086509 1 CJ3C 15/19/015 13 I T7086493 1 A10 15/19/015120 I T7086510 1 CJ3JP 15/19/015 14 I T7086494 1 Al2 15/19/015121 1 T7086511 I CJ3P 15/19/015 15 I T7086495 1 A14 15/19/015 122 1 T7086512 CA 15/19/015 16 I T7086496 86 15/19/015123 1 T7086513 1 CAP 15/19/015 17 1 T7086497 1 B8 15/19/015124 1 T7086514 1 CJ5 15/19/015 18 1 T7086498 1 B10 15/19/015125 T7086515 I CJ5P 15/19/015 19 1 T7086499 1 B12 15/19/015126 T7086516 ID 15119/015 110 1 T7086500 1 B14 15/19/015127 I T7086517 1 D6 15/19/015 111 1 T7086501 1616 15/19/015128 1 T7086518 1 D8 15/19/015 1 112 1 T7086502 ICA 1 15/19/015129 1 T7086519 I D 10 15/19/015 113 1 T7086503 1 CJ 1 C 15/19/015130 I T7086520 I D 12 15/19/015' 114 I T7086504 CJ1JP 15/19/015 131 1 T.7086521 i DG 1 5/19/015 115 I T7086505 1 CA P . 15/19/015132 T70865221 EJ5C 1 5/19/015_. 116 I T7086506 1 CJ2 15/19/015 183 T7086523 1 EJ6 15/19/015 117 I T7086507 I CJ2P 15/19/015 ,34 T7086524 1 EV 15/19/015 The truss drawing(s)referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters .�O�PS. A q�e,�,, provided by American Builders Supply,Inc.. .`,Z,.,.��G E IV 3F•.'92�'� Truss Design Engineer's Name: Albani, Thomas 0 My license renewal date for the state of Florida is February 28, 2017. IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown % 0�,. STATE OF .:�41J; on referenced truss drawings. Parameters have not been verified %,e �':�� O R `O P•'��',�� as appropriate for any use. Any location identification specified is '�,S'& •��`� for file reference only and has not been used in preparing design. ��NA� ��` Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, FL Cert. 6634 per ANSI/TPI-1, Chapter 2. May 19,2015 Albani. Thomas 1 of 2 RE: 730701 - Terrano/ Lot 9 ABCC Site Information: Customer Info: Toll Brothers, Inc. (Jax) Project Name: Terrano (Classic Elev) Model: Terrano Lot/Block: 9 Subdivision: Coastal Oaks Address: 1649 Atlantic Beach Drive City: Atlantic Beach State: Fl. alTruss Name Date 7 No. Seal# Truss Name Date 35 T7086525 EJ7H 5/19/015 78 T7086568 Ki 5/19/015 136 I T7086526 1 EJ55 15/19/015179 I T7086569 1 K2 15/19/015 ' 37 T7086527 IF 15/19/015180 I T7086570 I KG 15/19/015 FILE 38 T7086528 1 F1 15/19/015 181 I T7086571 I KX 15/19/015 139 T7086529 I FiA 15/19/015 182 I T7086572 IL 15/19/015 140 I T7086530 1 F2 15/19/015 183 I T7086573 I LG 15/19/015 141 I T7086531 1 F3 15/19/015184 I T7086574 I LX 15/19/015 142 I T7086532 1174 15/19/015 185 I T7086575 IM 15/19/015 143 I T7086533 1 F5 15/19/015 186 I T7086576 I MG 15/19/015 144 I T7086534 1 F6 15/19/015 87_ I T7086577 I MX 15/19/0151 145 I T7086535 I F6X 15/19/015 146 I T7086536 I F7X 15/19/0151 147 I T7086537 I FG 15/19/015 1 148 1T7086538 I FG 1 15/19/0151 149 I T7086539 I FG2 15/19/015 150 I T7086540 I FG3 15/19/015 1 151 I T7086541 I FG4 15/19/0151 152 I T7086542 I FG5 15/19/015 1 153 I T7086543 I FG6 15/19/015 154 I T7086544 I FG7 15/19/015 1 155 I T7086545 I FGE02 15/19/015 1 156 I T7086546 I FT1 15/19/015 1 157 I T7086547 I FT2 15/19/015 1 158 I T7086548 I FX 15/19/015 1 159 I T7086549 IG 1 5/19/0151 160 I T7086550 I G 1 15/19/015 1 161 I T7086551 I G2 15/19/015 I 162 I T7086552 I G3 15/19/015 1 163 I T7086553 I G4 15/19/015 164 I T7086554 I GA 15/19/015 165 I T7086555 I GAX 15/19/015 1 166 I T7086556 I GX 15/19/015 1 167 I T7086557 I H7 15/19/015 168 I T7086558 IH9 15/19/015 1 169 IT7086559 H11 15/19/0151 170 I T7086560 HJ5P 15/19/015 1 171 I T7086561 I HJ7P 15/19/0151 172 I T7086562 I HJ55P 15/19/015 1 173 I T7086563 I J5 15/19/015 1 174 !T7086564 J7 15/19/015 1 175 I T7086565 I JA 15/19/015 1 176 I T7086566 I JAG 15/19/015 1 177 I T7086567 IK 15/19/015 2 of 2 Job Truss Truss Type Qty Ply =Terrano9 ABCC 77086491 730701 A6 'HIP GIRDER I1 nL ce(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:51:34 2015 Page t I D:VA8hizDMwz2Gs EIBIZx547zPrwc-ViObigx106hVXfbl?nXgmZRZ8Gn?7ipTs7PNubzEzc7 6-" 9-6-6 13-0-12 19-1-4 25-1-12 29-4-14 33$-0 39-8-0 6-0-0 3-6$ 3-6-6 6-0$ 6-0$ 4-3-2 4-3-2 6-0-0 Scale=1:69.0 NAILED NAILED 5.00;F12 6x6= _ _ 4x6= 4x4 NAILED 7x6 NAILED NAILED 4x4_ 4x6= 6x6= 2 3 4 21 22 5 23 24 625 7 26 8 dJ 9 1 9 6 19 n 0 14 13 27 28 12 29 30 11 10 4x6= 4x4 7x8 NAILED NAILED 4x8 NAILED NAILED 7x8= 4x4= 4x6= HUS26 NAILED HUS26 FILE CC'7"'g" 6-" 9$$ 13-0-1219-1-4 25-1-12 29-4-14 33$-0 39-8-0 6-0-0 3fi-6 3 6 6 6-0$ + 6-0-8 4-3-2 43-2 6-0-0 Plate Offsets(X,Y)-- f2:0-3-0,0-2-91,j5:0-3-0,0-4-81,(8:0-3-0,0-2-91,[11:0-4-0,0-4-81,(13:0-4-0,0-4-81 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) Udefl Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.48 11-12 >989 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -1.18 11-12 >404 240 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(TL) 0.19 9 n/a IVa BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Wind(LL) 0.44 12 >999 240 Weight:474 ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins. 2-5,5-8:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x6 SP No.2`Except` 11-13:2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=2846/0-6-0,9=2824/0-6-0 Max Horz 1=-62(LC 23) Max Upliftl=-715(LC 8),9=-707(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-6273/1587,2-3=-5835/1518,3-4=-11614/3005,4-21=-1304013353, 21-22=-13040/3353,5-22=-13040/3353,5-23=-13040/3353,23-24=-13040/3353, 24-25=-13040/3353,6-25=-13040/3353,6-7=-12435/3203,7-26=-5810/1500, 8-26=-5809/1500,8-9=-6248/1569 BOT CHORD 1-14=-1402/5712,13-14=-2211/8813,13-27=-2919/11614,27-28=-2919111614, 12-28=-2919/11614,12-29=-3117/12435I 29-30=-3117/12435,11-30=-3117/12435, 10-11=-2340/9302,9-10=-1386/5689 WEBS 2-14=-515/2255-12=-685/34186 124-215/70486-11=-702/265,7-11=-91313713,7-10=-4206/1100, % 57, 818' �-, p,S A�t �, 8-10=-498/2219 % .'14 '. NOTES- 1) �'\C E N S ••;9�1 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: 3938 Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to Nr X connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ATE441 3)Unbalanced roof live loads have been considered for this design. �� •. �C/; 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=451t;L=40ft eave=5ft;Cat.II; ��T Q Q;•��,� Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever lett and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 R 5)Provide adequate drainage to prevent water ponding. /, S�• �\ �� 6)The solid section of the plate is required to be placed over the splice line at joint(s)13,11. 7)Plate(s)at joint(s)13 and 11 checked for a plus or minus 2 degree rotation about its center. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will FL Cert. 6634 fit between the bottom chord and any other members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)1=71 9=707. May 19,2015 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.02/162015 BEFORE USE. Design valid for use only with Mftek connectors.This design Is based only upon parameters shown.and Is for an IndlAdual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Indlvkluat web members only. Additional temporary bracing to Insure stability during construction Is the responsiblltty,of the MiTek erector. Additional permanent tracing of the overall structure is the responsibility of the binding designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalabie from Taus Plate Institute.781 N.Lee Street Suite 312,Alexandria.VA 72314. Tampa.FL 33610 Job TrussTruss Type Qty Ply Terrano/Loi 9 ABCC 77066491 730701 A6 THIP GIRDER 1 2 Job Reference(optional) American Builders Supply, Sanford.FL 32771 7.620 s Mar 27 2015 Mi7ek Industries,Inc. Tue May 19 10:51:34 2015 Page 2 NOTES- I D:VABhiz DMwz2GsEIBIZx547zPrwc-ViQbigx106hVXfbl?nXgmZRZBGn?7ipTs7PNubzEzc7 12)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 12-0-8 oc max.starting at 13-0-12 from the left end to 25-1-4 to connect truss(es)to back face of bottom chord. 13)Fill all nail holes where hanger is in contact with lumber. 14)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase--1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2=-60,2-8=-60,8-9=-60,15-18=-20 Concentrated Loads(lb) Vert:13=-737(B)12=57(B)5=-100(B)11=-972(B)21=-1 OO(B)22=-100(B)23=-100(B)24=-100(8)27=-57(B)28=-57(B)29=-57(B)30=-57(B) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.02115/2015 BEFORE USE. Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and Is for an individual building component. Applcabli ty of design parameters and proper Incorporation of component is responslblllty of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the Mi7ek' erector. Additional permanent bracing of the overall structure Is the resporlslblllty of the"ding designer.for general guidance regarding fabrication.quality control,storage,delivery-erection and bracing,consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bbd. Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty PlyTermno/Lot 9 ABcc T70116492� 730701 AB Hip 1 1 Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:51:36 2015 Page i I D:VA8hizDMwz2GsEI BIZx547zPrwc-R4YL7My?YjxDmzlh6Cal r_WpV4SlbdhmJRuUyTzEzc5 8-0-0 15-11-4 23-8-12 31-81 39-8-0 8-01 7-11-4 7-9-8 7-11-4 8-0-0 Scale=1:68.9 5.00 F12 5x8= 2x4 11 5x8= 5x6= 2 21 22 23 3 4 24 25 26 5 T 20 27 0 19 28 1 6 a� I� 0 12 11 10 9 8 7 5x6— 2x4 4x6= 4x10— 2x4 11 5x6 WB— 3x4- 5x8 4x10 11 8-0-0 15-11-4 23-8-12 31-8-0 39-8-0 8-0-0 7-11-0 7-9-8 7-11-4 8-0-0 Plate Offsets(X,Y)-- [1:0-3-3,Edge],(1:0-0-0,0-2-61,[2:0-5-4,0-2-41,(4:0-4-0,0-3-01,(5:0-3-0,0-2-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.37 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 i Vert(TL) -0.98 9-10 >485 240 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.22 6 n/a rVa BCDL 10.0 Code FBC2010ITP12007 (Matrix-S) Wind(LL) 0.32 9-10 >999 240 Weight:180 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied. 2-4:2x4 SP M 30 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP M 30"Except' WEBS 1 Row at midpt 4-10,4-7 1-11:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation guide. WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (Ib/size) 1=1587/0-6-0,6=1587/0-6-0 Max Horz 1=-83(LC 10) Max Upliftl=-369(LC 12),6=-369(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-19=-3188/1037,19-20=-3113/1045,2-20=-3093/1058,2-21=4280/1460, 21-22=-4280/1460,22-23=-4280/1460,3-23=-4280/1460,3-4=-4280/1460, 4-24=-2886/1043,24-25=-2886/1043,25-26=-2886/1043,5-26=-2886/1043, 5-27=-3094/1056,27-28=-3113/1043,6-28=-3188/1035 , �, BOT CHORD 1-12=-892/2854,11-12=-889/2859,10-11_889/2859,9-10=1315/4282,8-9=-1315/4282, ,tt%% 11��' 7-8=-1315/4282,6-7=-880/2854 WEBS 2-12=0/289,2-10=-490/1688,3-10=-507/276,4-9=0/315,4-7=-1663/487,5-7=-1461808 `��O\`r`•.• �I NOTES- :�� G E N S�•.•7i1� 1)Unbalanced roof live loads have been considered for this design. ;� 3938 !� 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=40ft;eave=5ft;Cat.IC Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-11-10,Interior(1)3-11-10 to 8-0-0,Exterior(2)8-0-0 to 37-3-5,Interior(1)37-3-5 to 39-8-0 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shows •r Lumber DOL=1.60 plate grip DOL=1.60 Q 3)Provide adequate drainage to prevent water ponding. i: AT 4)The solid section of the plate is required to be placed over the splice line at joint(s)8. 5)Plate(s)at joint(s)8 checked for a plus or minus 3 degree rotation about its center. •�� O R ,p Q:••��,�� 6)This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. �j .......• • \� 7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will SSS fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb)1=369, 6=369. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and t/2"gypsum FL Cert. 6634 sheetrock be applied directly to the bottom chord. May 19,2015 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MI1-7473 rev.02115/2015 BEFORE USE. Design valid for use only with Mlrek connectors.This design Is based only upon parameters shown,and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not Truss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability daring construction Is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building deksigner.For general guidance regarding R fabdcatlon quality control,storage,delivery.erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply TerranoI Lot 9 ABCC T7086493 730701 A10 'Hip 1 1 Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:51:29 2015 Page 1 I D:VA8hizDMwz2GsEl BIZx547zPrwc-9kdifytcCa3DQuiLCEyf3VjhLF85SYl kinccCNzEzcC 5$-11 10-" 16$-11 23-1-529$-0 33-11-5 39$-0 5$-11 4-3-5 6$-11 6$-11 6-6-11 4-3-5 5$-11 Scale=1:68.7 5x6= 5.00 12 3x4= 5x6— 5x6= 3 2223 4 5 2425 6 T 2x4 2x4 i 22 7 2620 0 27 a, v 1 8 0 lo: 13 12 11 10 9 5x8= 3x8 4x6— 3x4— 3x8 MT20HS- 3x8= 5x8= 10-" 19-10-0 29-8-939-8-0___ 39-8-0 10-" 9-10-0 9-10-0 10-0-0 Plate Offsets(X Y)-- (3:0-3-0,0-2-4),(5:0-3-0,0-3-4),(6:0-3-0,0-2-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.30 11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.83 11-13 >570 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.20 8 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix-S) Wind(LL) 0.26 11 >999 240 Weight:188 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-13,5-9 WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3,Right:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1587/0-6-0,8=1587/0-6-0 Max Horz 1=-103(LC 10) Max Upliftl=-369(LC 12),8=-369(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-20=-3217/1109,20-21=-3134/1118,2-21=-3133/1123,2-3=-2966/1016,3-22=-2735/989, 22-23=-2735/989,4-23=-2735/989,4-5=-3540/1216,5-24=-2735/989,24-25=-2735/989, 6-25=-2735/989,6-7=-2966/1016,7-26=-3133/1123,26-27=-3134/1119,8-27=-3217/1109 BOT CHORD 1-13=-978/2893,12-13=-1063/3465,11-12=-1063/3465,10-11=-1068/3465, 9-10=-1068/3465,8-9=-967/2893 WEBS 3-13=-1 89/785,4-13=-984/348,5-9=-984/348,6-9=-1 89f785 NOTES-1)Unbalanced `,�11111t111��,n[� 2)Wind: rloads ASCE 7-10;Vu30mph(3 second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft B=45ft;L=40ft;eave=5ft;Cat.ll; ♦♦♦,s design. `��PG' Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-11-10,Interior(1)3-11-10 to 10-0-0,Extedor(2)10-0-0 to ♦ \ S'�`'.q 35-3-5,Interior(1)35-3-5 to 39-8-0 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown`♦ '• �r 'y' Lumber DOL=1.60 plate grip DOL=1.60 3938 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)The solid section of the plate is required to be placed over the splice line at joint(s)12. 6)Plate(s)at joint(s)12 checked for a plus or minus 4 degree rotation about its center. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0 ATE TE 8)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 0 '• T fit between the bottom chord and any other members. p (� O P''•\��♦ 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb)1=369, �t .R 9 N A truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y2"gypsum ,��Ifill ' `� ;`, 10)This sheetrock be applied directly to the bottom chord. FL Cert. 6634 May 19,2015 MEOW Q WARNING-Verifydesign parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M&7473 rev.01716!1015 BEFORE USE. Design valid for use only with MiTek connectors.This design Is based only upon parameters shown,and Is for an Individual binding component, Applicabllty of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Brading shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the MiTek' erector. Addltlond permanent bfacing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalat�le from Truss Rate Institute,781 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Ory Ply Terrano/Lot 9 ABCC 730701 Al2 Hip 1 1 770864941 Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries.Inc. Tue May 19 10:51:31 2015 Page i I D:VABhizDMwz2GsEl BIZx547zPrwc-57kS4euskBJxgBsjJf_78wp_G31bwS0199Aj HGzEzcA 7-6-15 12-0-0 19-10-0 27-8-0 32-1-1 39-8-0 7$-15 45-1 7-10-0 7-10-0 4-5-1 7-6-15 Scale=1:68.9 5x6— 2x4 1 5x6= 5.00 12 3 21 22 4 23 24 5 2x4 2x4,, 1 20 2 6 25 0 19 26 n 17 191 o n 0 12 11 27 10 28 929 8 5x6 3x4= 4x6= 3x8= 4x6= 3x4= 5x8= - 4x10 11 10-0-0 19-10-0 29-8-0 39-8-0 10-0-0 9-10-0 9-10-0 10-0-0 Plate Offsets(X,Y)-- (1:0-3-3,Edge),fl:0-0-0,0-2-61 (3:0-3-0 0-2-4) (5:0-3-0 0-2-4) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.31 8-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.81 8-10 >585 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.37 Horz(TL) 0.19 7 n/a n/a BCDL 10.0 Code FBC2010/TPl2007 (Matrix-S) Wind(LL) 0.22 10 >999 240 Weight:186 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP N0.2*Except* BOT CHORD Rigid ceiling directly applied. 9-11:2x4 SP M 30 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (Ib/size) 1=158710-6-0,7=1587/0-6-0 Max Horz 1=124(LC 11) Max Upliftl=369(LC 12),7=-369(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-19=-3179/1061,19-20=-3087/1071,2-20=-3049/1080,2-3=-2957/1041, 3-21=-3074/1112,21-22=-3074/1112,4-22=-3074/1112,4-23=-3074/1112, 23-24=-3074/1112,5-24=-3074/1112,5-6=-2957/1041,6-25=-3049/1080, 25-26=-3087/1071,7-26=-3179/1061 BOT CHORD 1-12=-928/2850,11-12=-758/2531,11-27=-758/2531,10-27=-758/2531,10-28=-74812531, 9-28=-748/2531,9-29=-748/2531,8-29=-748/2531,7-8=-918/2850 WEBS 5-8-101/50356-8=-290/225 00,3-10=-212/789,4-10=-528/299,5-10=-212/789, ,` CJI I I/411/,,�,,,, NOTES ,`� �••.�\GE•NS'�.•"�il_�i 1)Unbalanced roof live loads have been considered for this design. [�;o'y. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=40ft;eave-5fh Cat.lli 3938 - Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-11-10,Interior(1)3-11-10 to 12-0-0,Exterior(2)12-0-0 tc9. A •• 33-3-5,Interior(1)33-3-5 to 39-8-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions showy yJ. Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. rQ 4)This truss has been designed for a 10.0 last bottom chord live load nonconcurrent with any other live loads. T E 44/ 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 0,0 Q • (/ fit between the bottom chord and any other members,with BCDL=10.0psf. .0 TQ;•• �4% 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)1=369, "per`` •<0 R lo.. 7=369. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y2"gypsum ��,��O N A`1 ,,�� sheetrock be applied directly to the bottom chord. FL Cert. 6634 May 19,2015 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MM7473 rev.0211 6/2 0 1 5 BEFORE USE. Design valid for use only with MiTek connectors.This design Is based only upon parameters shown,and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.&acing shown Is for lateral support of Individual web members only. Addttbnal temporary bracing to insure stability during ccnstrx:tlon Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding I MiTek' fabrication quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information avalable from Truss Plate Institute,781 N.Lee Street Suite 312,Alexandria.VA 72314. Tampa,FL 33610 Job Truss Truss Type OtyPly Terrano/Lot 9 ABCC 730701 A14 Hip 1 1 Job Reference(optional) 77086495 American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:51:32 2015 Page 1 I D:VABhizD Mwz2GsEl BIZx547zPrwc-ZJI gH_vU VVRnHLRwtMVMh8LBnT5pfv7A0pwGpizEzc9 7-0-15 14-0-0 19-10-0 25-0-0 32-1-1 39-8-0 7 6-15 6-5-1 5-10-0 5-10-0 6-5-1 7-6-15 Scale=1:68.9 5x6= 2x4 11 5x6= 3 21 4 22 5 5.00112 20\\ 20 23 2x4 6 2 0 19 24 1 1 7 to 12 11 25 26 10 27 289 8 3x4= 4x6= 3x8— 4x6= 30= 5x8= 5x6= 4x10 10-0-0 19-10-0 29-8-0 _ 39-8-0 0-0-0 9-10-0 9-10-0 10-" Plate Offsets(X Y)-- (1:0-3-3 Edgel fl:0-0-0 0-2-6) [3:0-3-0,0-2-41,[5:0-3-0,0-2-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.37 8-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.85 8-10 >562 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.27 Horz(TL) 0.19 7 Na rVa BCDL 10.0 Code FBC2010ITP12007 (Matrix-S) Wind(LL) 0.20 8-10 >999 240 Weight:190 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied. 9-11:2x4 SP M 30 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (Ib/size) 1=1587/0-6-0,7=1587/0-6-0 Max Horz 1=-1 45(LC 10) Max Upliftl=-369(LC 12),7=-369(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-19=-3198/1055,2-19=-3111/1075,2-20=-2957/1015,3-20=-2893/1034,3-21=-2625/980, 4-21=-2625/980,4-22=-2625/980,5-22=-2625/980,5-23=-2893/1034,6-23=-2957/1015, 6-24=-3111/1075,7-24=-3198/1055 BOT CHORD 1-12=-927/2952,11-12=-697/2393,11-25=-697/2393,25-26=-697/2393,10-26=-697/2393, 10-27=-686/2354,27-28=-686/2354,9-28=-686/2354,8-9=-686/2354,7-8=-917/2872 WEBS 2-12=-370/258,3-12=-140/626,3-10=-114/544,4-10=-371/209,5-10=-114/544, 5-8=-140/626,6-8=-370/258 `AA,�I111111tII�,,A. I NOTES- �%` Qr• ,PG' •.4�rg��♦♦i 1)Unbalanced roof live loads have been considered for this design. • \ 5'•• '9 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=40ft;eave=5ft,Cat.11, :• _ �•�= j r Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-11-10,Interior(1)3-11-10 to 14-0-0,Extehor(2)14-0-0 toz —'3938 31-3-5,Interior(1)31-3-5 to 39-8-0 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions showrt Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'rQ 5)'This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will A I E fit between the bottom chord and any other members,with BCDL=1 O.Opsf. i •'. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)1=369, ♦♦♦T Q;•• �� ♦ 7=369. F CpR �O 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y2"gypsum ♦�I SSS •••••�\��, sheetrock be applied directly to the bottom chord. ♦I��N A`',,�� FL Cert. 6634 May 19,2015 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.07/16/2015 BEFORE USE. Design valld for use only with MiTek connectors.This design Is based only upon parameters shown,and Is for an individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the MiTek erector. Additional permanent tracing of the overall structure Is the responsibility of the building designer.Lar general guidance regarding fabrication,quaitty control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalat)le from Trus Rate I stffute.781 N.Lee Street,Suite 312,Alexondrla.VA 22314. Tampa,FL 33610 Job Truss Truss Type city Ply Terrano I Lot 9 ABCC 730701 66 ROOF SPECIAL GIRDER 1 T7086496 2 Job Reference o tional American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:51:43 2015 Page 1 I D:VA8hizDMwz2GsEIB IZx547zPrwc-kRT?b12OvtgE61 n10ACxeSJ_Mvt3kl Pow04LizzEzc_ 7f 7-6-1i-155 14-0-0 20-5-1 22-7-0 28-0-12 34-3-0 39-8-0 6-5-1 6-5-1 2-1-15 5-5-12 6-2-4 5-5-0 Scale=1:70.3 5x6= 5.00 12 3 2x4\\ 6x6 2 4 7x6= 3x10= 5x6= 5 6 NAILED NAILED Special UL 22 24 1 0 �} 8 o a .1 In 0 0 1514 25 26 13 12 11 10 27 28 9 5x6 3x6= 4x6= 7x8= 2x4 1 NAILED NAILED 4x4= 4x6= - 3x4= 5x10 MT20HS WB= Special HUS26 10-0-0 18-0-0 22-7-0 28-0-12 34-3-0 39-8-0 10-0-0 8-0-0 4-7-0 5-5-12 6-24 5-5-0 Plate Offsets(X,Y)-- (7:0-3-0,0-2-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.46 12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -1.12 12 >425 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.88 Horz(TL) 0.16 8 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Wind(LL) 0.41 12 >999 240 Weight:401 lb FT 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP N0.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 8-11:2x6 SP 240OF 2.OE,11-14:2x4 SP M 30 WEBS 2x4 SP No.3*Except' 4-12:2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 8=2976/0-6-0,1=2054/0-6-0 Max Horz 1=144(1-C 7) Max Uplift8=-725(LC 8),1=-491(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-4304/1067,2-3=-4069/1039,3-4=-5924/1506,4-5=-11171/2772,5-22=-10106/2503, 6-22=-10106/2503,6-23=-6149/1535,23-24=-6149/1535,7-24=-6149/1535, 7-8=-6613/1614 BOT CHORD 1-15=-910/3883,14-15=-741/3429,14-25=-741/3429,25-26=-741/3429,13-26=-741/3429, 12-13=-1761!7377,11-12=2552/10492,10-11=-2547/10482,10-27=-2552/10492, 27-28=-2552/10492,9-28=-2552/10492,8-9=-1435/6034 ��•�--`**�PS A. q ��•,, WEBS 2-15=-391/238,3-15=-152/627,3-13=-874/3595,4-13=-3438/941,4-12=-1298/5337, O\v•.•••• n �j 5-12=-4310/1081,6-12=-1047/1056,6-10=-264/1429,6-9=-4691/1185,7-9=-329/1942 `�L� C E N S''' 0 NOTES- 3938 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: -- Top Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. �+ Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to p(s ATE connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. Q••, �(/ 3)Unbalanced roof live loads have been considered for this design. Al 4)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2pst;h=15ft;B=45ft;L=40ft;eave=5ft;Cat.11; 1#'1%1 0Exp C; R �!••�\• \ �� 5)Provide Encl., Gt pdraina; to RS(directional); nt ponding.lever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ss1p N A;'; 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. FL Cert. 6634 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)8=725, 1=491. May 19,2015 Y Q WARNING-Vertry design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE 1WIF7473 rev.02/1672015 BEFORE USE. Design valid for use oNy with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component. Ap !cab lity of design parameters and proper Incorporation of component is responsibility of budding designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stabllity during construction is the responsibility of the erector. Additional permanent tracing of the overall structure Is the responslblllty of the"ding designer.For general guidance regarding MiTek fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Rate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply i Terrano/Lot 9 ABCC 77086496 730701 B6 'i ROOF SPECIAL GIRDER 1 L. I 2 Job Reference(optional) American Builders Suppty, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:51:43 2015 Page 2 NOTES- I D:VA8hizDMwz2Gs EIBIZx547ZPrwc-kRT?bl2Ovtq E61 n10ACxeSJ_Mvt3kl Pow04LizzEzc_ 11)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent at 28-0-12 from the left end to connect truss(es)to front face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. 13)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)333 Ib down and 235 Ib up at 34-3-0 on top chord,and 132 Ib down at 34-0-2 on bottom chord. The designtselection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-60,3-5=-60,5-7=-60,7-8=-60,16-19=-20 Concentrated Loads(lb) Vert:7=-236(F)10=-1226(F)9=-1 26(F)23=-84(F)24=-84(F)27=-51(F)28=-51(F) Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.021152015 BEFORE USE. Design valid for use only with M(tek connectors.This design Is based only upon parameters shown,and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not taus designer.Brading shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsib@Iity of the MiTek• erector. Additional permanent bracing of the overall struckire Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,781 N.Lee Skeet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty PlyTerrano i Loi 9 ABCC T7086497 730701 B8 Roof Special 1 1 Job Reference(optional) American Builders Suppty, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:51:44 2015 Page 1 I D:VABhizDMwz2GsEl BIZx547zPrwc-Dd1 No520gAy5j BMDatjAAgrATIBNTDGx9ggvDOzEzbz 7-6-15 14-0-0 20-7-0 26-5-0 32-3-0 39-8-0 7-6-15 6-5-1 6-7-0 5-10-0 5-10-0 7-5-0 Scale=1:70.1 5x6= T 5.00 F12 2x4\\ 21 3 22 5x6= 5u6= 4 3x4 2 = 23 24 25 20 26 27 m 0 13 12 28 29 11 10 9 8 3x4= 3x6= 5x6= 3x4= 5x6 WB= 3x4_ 5x8= 5x6= 4x10 II 10-0-0 18-0-0 23-6-0 32-3-0 39-8-0 10-0-0 8-0-0 5-6-0 8-9-0 7-5-0 Plate Offsets(X,Y)-- (1:0-3-3 Edge) (1:0-0-0 0-2-61 [6:0-3-0,0-2-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.38 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -1.01 8-10 >471 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(TL) 0.22 7 n/a n/a BCDL 10.0 Code FBC2010frP12007 (Matrix-S) Wind(LL) 0.3410-11 >999 240 Weight:185 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30*Except* BOT CHORD Rigid ceiling directly applied. 1-12:2x4 SP No.2 WEBS 1 Row at midpt 5-8 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (Ib/size) 1=1587/0-6-0,7=1587/0-6-0 Max Horz 1=-144(LC 10) Max Uplittl=-369(LC 12),7=-369(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-20=-3194/1004,2-20=-3106/1016,2-21=-2955/964,3-21=-2881/983,3-22=-3764/1256, 4-22=-3836/1243,4-23=-4482/1431,5-23=-4482/1431,5-24=-2910/997,24-25=-2910/997, 6-25=-2910/997,6-26=-3113/1014,26-27=-3131/1003,7-27=-3206/1001 BOT CHORD 1-13=-833/2867,12-13=-628/2367,12-28=-628/2367,28-29=-628/2367,11-29=-628/2367, 10-11=-1389/4676,9-10=-1250/4161,8-9=-1250/4161,7-8=-851/2872 WEBS 2-13=-394/231,3-13=-123/609,3-11-619/2027,4-11=-1975!715,4-10=-313/148, 5-10=-66/511,5-8=1456/472,6-8=-177/881 ��% PS• A. q �j NOTES ��,`�••�•��G E NS46:•.'9��i 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=40ft;eave=5ft;Cat.II;� 3938 Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-11-10,Interior(1)3-11-10 to 14-0-0,Exterior(2)14-0-0 t( 17-11-10,Interior(1)20-7-0 to 39-8-0 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • 3)Provide adequate drainage to prevent water ponding. ��• 4)The solid section of the plate is required to be placed over the splice line at joint(s)9. AT 5)Plate(s)at joint(s)9 checked for a plus or minus 3 degree rotation about its center. i • 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. A, 4% R,p Q:•��`� 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �i�``SS •••• ��%` (it between the bottom Provide mechanical connection(by others)ers)ofand any oer t truss to beambers, frinng plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb)1=369, "�11 /O N A, ��% 8) 7=369. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and r/2"gypsum sheetrock be applied directly to the bottom chord. FL Cert. 6634 May 19,2015 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.0211612015 BEFORE USE. Design valid for use only with MiTek connectors.This design Is based only upon parameters shown.and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility,of the MiTek" erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabdcalbn quality control,storage,delivery,erection and tracing.consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss I Truss Type Oty Ply Tenano/Lot 9 ABCC T7086498 730701 B10 Roof Special - 1 1 Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:51:37 2015 Page 1 ID:VA8hizDMwz2GsEIBIZx547zPrwe-wH5jKhzdJI3406Jtgv5XOB36FUoSKOEvY4dl VvzEzc4 7-6-15 14-0-0 18-7-0 24-5-0 30-3-0 32-1-1 39-8-0 7-6-15 6-5-1 4-7-0 5-10-0 5-10-0 1-10-1 7-0-15 Scale=1:70.1 6x6= 5.00 12 3 22 6x6= Sx6= = 2x4\\ 21 4 3x4 2x4// T 2 23 7 24 20 25 qq y 1 O 1 8 To a 13 12 26 27 11 10 9 5x6 3x4= 3x6= 4x8= 4x6= 3x8— 5x8= = 4x10 11 10-0-0 18-7-0 30-3-0 39-8-0 10-0-0 8-7-0 11-8-0 9-5-0 Plate Offsets(X,Y)-- 11:0-3-3,Edge),[1:0-0-0,0-2-61,[6:0-3-0,0-2-4),(11:0-3-0,0-1-8) LOADING(psf) j SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.39 9-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -1.20 9-11 >398 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(TL) 0.19 8 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-S) Wind(LL) 0.27 11 >999 240 Weight:189 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30'Except` BOT CHORD Rigid ceiling directly applied. 1-12:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation quide. REACTIONS. (Ib/size) 1=1587/0-6-0,8=1587/0-6-0 Max Horz 1=144(LC 11) Max Upiiftl=369(LC 12),8=-369(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. TOP CHORD 1-20=-3193/1021,2-20=-3106/1032,2-21=-2953/986,3-21=-2877/998,3-22=-4095/1429, 4-22=-4190/1416,4-5=-3767/1247,5-23=-2785/954,6-23=-2785/954,6-7=-3004/1013, 7-24=-3081/1035,24-25=-3093/1026,8-25=-3189/1015 BOT CHORD 1-13=-843/2867,12-13=-633/2366,12-26=-633/2366,26-27=-63312366,11-27=-633/2366, 10-11=-1071/3544,9-10=-1071/3544,B-9=-87512855 WEBS 2-13=-395/233,3-13=-133/611,3-11=-782/2395,4-11=-1848/711,5-11=-8/379, 5-9=-945/372,6-9=-286/935 TES- 1)Unbalanced roof live loads have been considered for this design. ��`,��r••\C E S'•Ce'9do 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=40ff;eave=5ft;Cat.II; :• �' _ -,�lj,!, Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-10,Intehor(1)3-11-10 to 14-0-0,Exterior(2)14-0-0 tcQ 3938 17-11-10,Intedor(1)18-7-Oto 39-8-0 zone;cantilever lett and right exposed;C-C for members and forces&MW FRS for reactions * •• shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)The solid section of the plate is required to be placed over the splice line at joint(s)10. _ :`cc X 5)Plate(s)at joint(s)10 checked for a plus or minus 4 degree rotation about its center. i ATE � 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <C/ 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �i'�•••'C� O R ,�� fit between the bottom chord and any other members,with BCDL=10.Opsf. ,4#N, ••.,• ••• G••\�,� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb)1=369, r; S/p...1110NAU 9)This `\ `, 6truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y2"gypsum sheetrock be applied directly to the bottom chord. FL Cert. 6634 May 19,2015 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.0211612015 BEFORE USE. Design valid for use or with Mffek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability,of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing drown am, is for lateral support of individual web members only. Addltlonril temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information avalabfe from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job ITruss Truss Type Oty Ply Terrano/Lot 9 ABCC 77086499 730701 1 B12 1 Roof Special 1 1 Job Reference(optional) American Builders Supply, Sanford.FL 32771 7.620 s Mar 27 2015 WTek Industries,Inc. Tue May 19 10:51:38 2015 Page i ID:VA6hizDMwz2GsEIBIZx547zPrwc-OTf6Y1 F4KBx?Gu3EdcmxPbD8u8v3WK3mkNalMzEzc3 7-6-15 14-0-0 16-7-0 22-5-0 28-3-0 32-1-1 39-8-0 7-6-15 2-7-0 5-10-0 5-10-0 3-10-1 7-6-15 Scale=1:70.1 5x6= 5.00 12 3 5x6= 3x4= 5x6= T 4 5 1 2rc4\\ 22 23 24 2x4 d 2 21 25 4 J, 1 I 8 10l �i 1 1 O. 14 13 26 27 12 11 10 9 3x4= 3x6= 5x8— 3x4— 4x6= 3x4= 5x8= 4x6- 4x10 11 10-0-0 16-7-022-5-0 29-8-0 39-8-0 10-0-0 6-7-0 5-10-0 7-3-0 10-0-0 Plate Offsets(X Y)-- (1:0-3-3 Edge) 11:0-0-0,0-1-61,[6:0-3-0,0-2-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.28 12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.69 11-12 >685 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(TL) 0.19 8 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix-S) Wind(LL) 0.24 12 >999 240 Weight:199 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP N0.2'Except' BOT CHORD Rigid ceiling directly applied. 1-13:2x4 SP M 30 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (Ib/size) 1=1587/0-6-0,8=1587/0-6-0 Max Horz 1=-1 44(LC 10) Max Upliftl=-369(LC 12),8=369(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-21=-3194/1005,2-21=-3109/1016,2-22=-2952/968,3-22=-2874/981,3-4=-3359/1170, 4-5=-3051/1052,5-23=-3117/1079,23-24=-3117/1079,6-24=-3117/1079,6-7=-2952/985, 7-25=-3083/1019,8-25=-3174/1003 BOT CHORD 1-14=-85212869,13-14=-640/2365,13-26=-640/2365,26-27=-640/2365,12-27=-640/2365, 11-12=-879/3117,10-11=-720/2571,9-10=-720/2571,8-9=-862/2846 WEBS 2-14=-395/236,3-14=-139/583,3-12=-600/1785,4-12=-1454/566,5-11=-358/204, 6-11=-232/728,6-9=-84/435,7-9=-300/199 `,,,`SPS i Ai►'q,,�� NOTES- Qr 1)Unbalanced roof live loads have been considered for this design. E N S+••e-9 ��i 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=40ft;eave=5ft;Cat.II;� :• �' •�'��j-�.. Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-0-0 to 3-11-10,Interior(1)3-11-10 to 14-0-0,Exterior(2)14-0-0 tom3938 32-2-3,Intedor(1)32-2-3 to 39-8-0 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions showrZ * :• •; Lumber DOL=1.60 plate grip DOL=1.60 = 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - ;fQ.Z 441 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will�'Q a ATE fit between the bottom chord and any other members,with BCDL=10.0psf. -'0 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=tb)1=36911 �i�T• • Q;•• 8=369. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y2"gypsum 'IsS/p �``%`, sheetrock be applied directly to the bottom chord. FL Cert. 6634 May 19,2015 A&WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII.7473 rev.0211612015 BEFORE USE. Design valid for use only with Mrlek connectors.This design Is based only upon parameters shown,and is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responslbllity of the MiTek• erector. Additional permanent bracing of the overall structure Is the responsibility of theid building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute,781 N.Lee Street Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Terrano i Lot 9 ABCC 77086500 730701 B14 Hip 1 1 Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:51:39 2015 Page 1 I D:VA8hizDMwz2GsEIBIZx547zPrwc-sfDUIN?treJodQTGnK7?Tc8O8H UXo4fC?068ZozEzc2 7-6-15 13-5-0 19-10-0 26-3-0 32-1-1 39-8-0 7-6-15 5-10-1 6-5-0 6-5-0 5-10-1 7-6-15 Scale=1:68.9 5x6= 2x4 11 5x6= 5.00 12 3 21 22 4 23 24 5 25 it 2x4\\ 2x4 220 6 19 I 17 7/ 9f QHE n1 o 12 1127 28 10 29 9 30 8 3x4= 4x6= 3x8— 4x6= 3x4= 5x8= 5x6= 010 11 10-0-0 19-10-0 29-8-0 39-8-0 0-0-0 9-10-0 9-10-0 10-0-0 Plate Offsets(X Y)-- (1:0-3-3 Edgel (1.0-0-0 0-2-6) (3:0-3-0 0-2-41 f5:0-3-0 0-2-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL1.25 TC 0.60 Vert(LL) -0.35 8-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.84 8-10 >568 240 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.19 7 n/a n/a BCDL 10.0 i Code FBC2010lfP12007 (Matrix-S) Wind(LL) 0.21 8-10 >999 240 Weight:188 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied. 9-11:2x4 SP M 30 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (Ib/size) 1=1587/0-6-0,7=1587/0-6-0 Max Horz 1=139(LC 11) Max Upliftl—369(LC 12),7=-369(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-19=-3192/1056,2-19=-3103/1075,2-20=-2956/1016,3-20=-2948/1035, 3-21=-2743/1013,21-22=-2743/1013,4-22=-2743/1013,4-23=-2743/1013, 23-24=-2743/1013,5-24=-2743/1013,5-25=-2948/1035,6-25=-2956/1016, 6-26=-3103/1075,7-26=-3192/1056 BOT CHORD 1-12=-92612922,11-12=-714/2421,11-27=-714/2421,27-28=-714/2421,10-28=-714/2421, 10-29=-703/2403,29-30=-703/2403,9-30=-703/2403,8-9=-703/2403,7-8=-916/2864 WEBS 2-12=-347/249,3-12=-128/590,3-10=-138/605,4-10=-4201237,5-10=-138/605, 5-8=-128/590,6-8=-347/249 '0j �� PCJ• A• q NOTES- 1) OTES 1)Unbalanced roof live loads have been considered for this design. --- / 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=4011;eave=5ft;Cat.II;Z �• 3938c Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-11-10,Interior(1)3-11-10 to 13-5-0,Extefior(2)13-5-0 t( 31-10-5,Interior(l)31-10-5 to 39-8-0 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •� 3)Provide adequate drainage to prevent water ponding. - •: 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i ATE 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will O••, ��C/: fit between the bottom chord and any other members,with BCDL=10.Opsf. �i�'�t� �� Q:•• �� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1 �� b)1=369, S••• R !'`�,�% 7=369. , truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y2"gypsum �,IS N A; �� 7)This sheetrock be applied directly to the bottom chord. FL Cert. 6634 May 19,2015 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.021162015 BEFORE USE. Design valid for use only with Mtlek connectors.This design Is based only upon parameters shown,and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the ek• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.for general guidance regarding Ml l 1' j fabrication,qufaltty control,storage,delivery,erection and bracing.consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss TypeQty Ply Terrano/Lm s ABCC T7086501 Hip 730701 B16 - 1 1 Job Reference(optional) American Builders Supply, Sanford.FL 32771 7.620 s Mar 27 2015 MiTak Industries,Inc. Tue May 19 10:51:41 2015 Page 1 ID:VA8hizDMwz2GsE1BIZx547zPrwc-o2LEA308NFZWskdevi9TY1 Dfo5ATGrEVTibFehzEzcO 7-6-15 14-10-4 18-2-0 22-2-0 24-9-12 32-2-8 39-8-0 7$-15 3-3-12 4-0-0 2-7-12 7-4-12 7-5-8 Scale=1:71.5 5.00 F12 5x10= 4x6= 2x4 17x8= 4 5 26 27 6 7 3x6 2x4\\ 3 28 SX 2 8 e rn 25 15 14 29 `D 10x10— o 1 0 6x12= 9m Io � a 18 17 16 13 12 11 10 4x6 5x6= 6x6= 2x4 11 2x4 11 8x8= 4x6 2x4 1 5X— = 4x10 11 7-6-15 10-0-0 14-10-4 18-2-0 22-2-0 24-9-12 32-2-8 39-8-0 7-6-15 4-10-4 3-3-12 4-0-0 2-7-12 7-0-12 7-5-8 Plate Offsets(X,Y)-- (1:0-3-3,Edge],(1:0-0-0,0-1-61,(4:0-7-4,0-2-01,(7:0-5-12,0-2-81,(8:0-3-0,0-3-01,(14:0-3-4 Edgel [118:0-3-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.44 14-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -1.0814-15 >439 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(TL) 0.53 9 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-S) Wind(LL) 0.37 14-15 >999 240 Weight:229 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP N0.2*Except* BOT CHORD Rigid ceiling directly applied. 1-18:2x4 SP M 30,5-16,6-13:2x4 SP No.3,14-15:2x6 SP No.2 WEBS 1 Row at midpt 4-17,7-12,8-12 WEBS 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing 15-17,4-15,12-14,7-14:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (Ib/size) 1=158710-6-0,9=1587/0-6-0 Max Horz 1=-153(LC 10) Max Upliftl=-369(LC 12),9=-369(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-25=-3199/1049,2-25=-3059/1068,2-3=-2947/1009,3-4=-2859/1027,4-5=-4550/1527, 5-26=-4538/1521,26-27=-4538/1521,6-27=-4538/1521,6-7=-4500/1506,7-28=-2502/916, 8-28=-2589/895,8-29=-3084/1046,9-29=-3224/1026 BOT CHORD 1-18=-922J2877,17-18=-662/2305,5-15=-2831124,14-15=-1291/4589,11-12=-896/2895I 10-11=-896/2695,9-10=-894/2897 WEBS 4-17=-2165/660,15-17=-902/3146,4-15=-952/3364,12-14=-998/3607,7-14=-1086/3790, 7-12=-2460/734,8-12=-676/273,8-10=0/262,2-18=-420/271,4-18=-164/580 ,��-APS• A, q /�I� NOTES- ,�� . •�c E N 1)Unbalanced roof live loads have been considered for this design. :• �' F•�'. jry. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=40ft;eave=5ft;Cat.ll;; 3938 Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-11-10,Interior(1)3-11-10 to 14-10-4,Exterior(2)14-10-'C to 30-5-1,Interior(1)30-5-1 to 39-8-0 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. ;zc 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O•- ATE :�441 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �i T• 'c� R ,Q P,••��,�� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)1=369, �ij9=3 `'S••.� ••••69. �` !• 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and YZ gypsum ��V/S�� 4 A;;�, sheetrock be applied directly to the bottom chord. f i FL Cert. 6634 May 19,2015 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.0211&2015 BEFORE USE. Design vol d for use only with MiTek connectors.This design Is based only upon parameters shown,and is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the MiTek erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314, Tampa.FL 33610 Job Truss Truss Type Qty Ply Terrano I Lot 9 ABCC 770865021 730701 CJ1 (Jack-Open t t Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:51:45 2015 Page 1 I D:2fdnnkV2M7uozMX2KV5Fgtya5Xn-hpalOQ3eRU4xLLxQ8bEPjtOZrimwcsa5NKZSmSzEzby 1-0-0 1-0-0 Refer to MiTek"TOE-NAIL"Detail for connection to 300 12 Scale=1:7.1 supporting carrier truss(typ all applicable jacks on this job) 2 1 I o _o 0 to O 1 3 3x4= 1-0-0 1-0-0 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 4 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 1 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Wind(LL) 0.00 4 >999 240 I Weight:4lb FT 20% — LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing i be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 1=40/0-6-0,2=15/Mechanical,3=24/Mechanical Max Horz 1=9(LC 12) Max Upliftl—6(LC 12),2=-6(LC 12),3=-6(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces &MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. ,��1111111 f�� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,2,3. ``♦� S A. �I�� 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ♦♦♦ Q+ ��n�,,, ♦ � CT ��•4.�'�G E NSF•.'9'�>G 3938 ''• ;Fr ATE00 . 41 441 i'�;ss/O N A` ♦♦♦ 111 FL Cert. 663747] May 19,2015 WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MIP7473 rev.02/153015 BEFORE USE. Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an Individual building component. Applicability of design parameters and proper Incorporation of component h responsibility of kwtlding designer-not inns designer.Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the WO erector. Additional permanent bracing of the overall structure is the responsibility of the txullding designer.For general guidance regarding R fabrication,qualtty control,storage,delivery,erection and bracing.consult ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bbd. Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 { Job Truss i Truss Type Qty Ply Terrano i Lot s ABCC T7086103 '730701 CJ1C ,Jack-Open 1 1 Job Reference(optional) j American Builders Supply. Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue,May 19 10:51:45 2015 Page i I D:2fdnnkV2M7uozMX2KV5Fgtya5Xn-hpalOQ3eRU4xLLxQ8bEPjtOZoimgCsa5NKZSmSzEzby 0-11-15 1-2-1 a11-15 0-2.2 3.00 FF2 Scale=1:7.1 2 1 m 3 3x4= 1-2-t 0-11-82 1 1 15 0-11-8 o• 0-2-2 Plate Offsets(X Y)-- [1:0-2-11,0-0-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 4 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 1 n/a n/a BCDL 10.0 Code FBC2010lTP12007 (Matrix-M) Wind(LL) 0.00 4 >999 240 Weight:4lb FT 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-2-1 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=83/0-4-0,3=1/Mechanical Max Horz 1=1 O(LC 12) Max Upliftl=-43(LC 12),3=-9(LC 12) Max Grav 1=83(LC 1),3=3(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;13=45ft;L=241t;eave=4ft;Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces &MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,`% S A. 4)Refer to girder(s)for truss to truss connections. % P 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. ,%% Q�.• '• 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. CEN:��•.'�\ S4�'.q�1 i� 3938 [� 00 `y ✓i'= ATE 441 Z ML FL Cert. 6634 May 19,2015 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIP7473 rev.021182015 BEFORE USE. Design valid for use only with MBek connectors.This design Is based only upon parameters shown,and Is for an individual banding component. A Applicability of design parameters and proper Incorporation of component Is responsibility of bu ilding designer-not truss designer.Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure slablilty during construction is the responslbllity,of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avalable from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job ITruss Truss Type Oty Ply Terrano/Loi 9 ABCC 77066504 730701 ICJIJP Jack-Open 1 1 Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:51:46 2015 Page 1 I D:2fdnnkV2M7uozMX2KV5Fglya5Xn-9087Dm4GCoCoz VVcilleF5wkj65ExJgEc_J?IuzEzbx 1-0-0 1-0-0 3.00 12 Scale=1:7.1 2 ,i 3x4= 3 1-0-0 r 1-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 6 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 6 rur 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2010/TPl2007 (Matrix-M) Weight:3 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 2=50/Mechanical,3=39/0-4-8 Max Horz 3=1 O(LC 12) Max Uplift2=-26(LC 12),3=-23(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;13=45ft;L=24ft eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces &MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. `��1111111/�� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3. �� cJ A. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. O.A A��\`•r�\G E NSA e9T� 3938 *J� ---�~ `r ATE ,, . . . i��T�S�� OR \'O-' S 1O N A�E�� FL Cert. 6634 May 19,2015 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.02/1612015 BEFORE USE. Design valid for use orgy with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper Incorporation of component is resronsibillty of bolding designer-not truss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibility of file erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding MiTek• fabrication,qualfty control,storage,delivery,erection and bracing.consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Insfitute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type 0t��Job ano/Lot 9 A�(optional) 77086505 730701 CJiP Jack-Open '1 Reference American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Indusiries,Inc. Tue May 19 10:51:46 2015 Pagel I D:2fdnnkV2M7uozMX2KV5Fglya5Xn-9087Dm4GCoCoz VVcilleF5wka665xJgEc_J?I uzEzbx 1-0-0 1-2- -0-0 3.00 12 Scale=1:7.1 2 1 m o j 3 3x4= 1-0-0 1-0-0 0-2-2 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 4 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a Na BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Wind(LL) 0.00 4 >999 240 Weight:4lb FT 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-2-2 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 1=43/0-6-0,3=29/Mechanical Max Horz 1=8(LC 12) Max Upliftl=8(LC 12),3=8(LC 12) Max Grav 1=43(LC 1),3=32(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=1 51t;13=451t;L=24ft;eave=4ft Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces &MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. `,,�►l i �!/��', 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. ♦♦� ♦` -A 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ♦ Qr •"'�E � y 3938 AT ' 44/ do A- ♦�% FL Cert. 6634 May 19,2015 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIF7473 rev.02/162015 BEFORE USE, Design valid for use orgy with MiTek connectors.This design Is based only upon Parameters shown,and Is for an Individual"ding component. Applicability of design parameters and proper ktcorporaflon of component is responsibility of building designer-not hurss desk-Tner.&acing shown is for lateral support of Individual web members only. Addllkxwl temporary bracing to Irsure stabltty during construction is rhe responsibility,of the MiTek• erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding age,quality control,storge,delivery,erection and bracing,consult ANSIITP11 Quality Criteria,DSB-89 and BCSI BuildingComponent 6904 Parke East Blvd. Safety Information avaiable from Truss Plate Institute.781 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Terrano/Lot 9 ABCC T7086506 730701 CJ2 Jack-Open 1 1 i Job Reference(optional) American Builders Supply. Sanford,FL 32771 7.620 s Mar 27 2015 MITek Industries,Inc. Tue May 19 10:51:47 2015 Page 1 1 D:VA8hizDMwz2GsEl BIZx547zPrwe-dCiVR65uz5Kfaf4oFOGtolTvrW Rmgm4Nre2ZgKzEzbw 2-0-0 2-0-0 Scale=1:10.1 5.00 12 2 1 1 3 3x4- 3x6 11 2-0-0 _ 2-0-0 Plate Offsets(X Y)-- fl:0-0-0 0-1-6] [1:0-1-11,0-4-131 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.00 6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a Na BCDL 10.0 Code FBC2010ITP12007 (Matrix-M) Wind(LL) 0.00 6 >999 240 Weight:7lb FT 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 2=49/Mechanical,3=31/Mechanical,1=80/0-6-0 Max Horz 1=29(LC 12) Max Uplift2=24(LC 12),3=-5(LC 12),1=-8(LC 12) Max Grav2=49(LC 1),3=35(LC 3),1=80(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15f1;B=45ft;L=24ft;eave=oft;Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces &MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 last bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3,1. E S 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ; �`•••�� SC`••. �•y ,o • 3938 Nr AT .'44/ ��o ��rrrniu�t;�� FL Cert. 6634 May 19,2015 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M167473 rev.0211612015 BEFORE USE. Design valid for use only with MI-Tek connectors.This design is based only upon paameters shown,and is for an individual butliding component. Applk:ability, m of design paraeters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only. Additional Temporary bracing to Insure stability during constructbn Is the responsiblillty of the Mire k' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding j fabrication,quality control,storage,delivery.erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avaii from Truss Plate Institute.781 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss I Truss Type Qty Ply TerranoI Lot 9 ABCC 77066507 730701 CJ2PIJack-Open 1 1 Job Reference o tional American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries.Inc. Tue May 19 10:51:47 2015 Page 1 I D:VA8hizDMwz2GsEl BIZx547zPrwe-dCiVR65uz5Kfaf4oFOGtoITvu W Rugm4Nre2ZgKzEzbw 1-10-15 2-1-1 1-10-15 0-2-2 Scale=1:9.9 5.00 12 2 C4 1 al IT -� m 1 4 3 3x4=3x6 11 1-10-15 2-1-1, 1-10-15----------------- Plate Offsets X Y-- [1-0-0-0,0-1-61,[1:0-1-11,0- -13 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC201O/TPI2007 (Matrix-M) Wind(LL) 0.00 7 >999 240 Weight:7lb FT 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Fbe Tek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 installed during truss erection,in accordance with Stabilizer stallation guide REACTIONS. (Ib/size) 2=47/Mechanical,1=76/0-6-0,4=31/Mechanical Max Horz 1=27(LC 12) Max Uplift2=-23(LC 12),1=-8(LC 12),4=-2(LC 12) Max Grav2=47(LC 1),1=76(LC 1),4=40(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2pst;h=15ft;B=45ft;L=24ft;eave=oft Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces &MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ``it% 1111' fit between the bottom chord and any other members. nn�I��, 4)Refer to girder(s)for truss to truss connections. ` O� •E N V �, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,1,4. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. :�A, 3938 ATE .� Al- FL Cert. 6634 May 19,2015 Q WARNING-verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.02/1&2015 BEFORE USE. , Design valki for use only with�1.kconnectos design Is based only upon parameters shown,anityfn paf ers and properon of ceh responslbllBy of bulldirlg designer-not buss designer.&acing showntefIndmembersonlykmdemporyMiTekrmbracing of the overall shucture k the resporulbllity of the LxrNding designer.for general guklance regardhg 6904 Parka East Blvd. fabrication,qualtty orage,delNery,erection and Ixachg,consult ANSI/TPII 6luolity Criteria,DSB-89 and BCSI Building Component Safety lnformcfbn avdlable fram Truss Plate Institute,761 N.Lee StteeT.Suite 312,Alexarx]rka VA 22314. Tampa,FL 33610 Job Truss Truss Type Ory Ply Terrano I Lot 9 ABCC T70865 88 730701 CJ3 °Jack-Open 1 1 Job Reference o tional American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc.Tue May 19 10:51:48 2015 Page 1 I D:2fdnnkV2M7uozMX2KV5Fglya5Xn-5OGteS5Xj PS W Cpf—pjn6LW 03gwm5PDKX4lo6MnzEzbv 3-0-0 3-0-0 Scale=1:9.6 3.00 12 2 i 1 q ie I i 1 3 [51� 3x8 11 3x4= 3-0-0 3-0-0 Plate Offsets X Y-- 1:0-0-0 0-1- 1:0-3-6 Ed e LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 j TC 0.09 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.01 6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a rVa BCDL 10.0 Code FBC2010ITP12007 (Matrix-M) Wind(LL) 0.00 6 >999 240 Weight:11 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing j Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 2=72/Mechanical,3=46/Mechanical,1=118/0-6-0 Max Horz 1=26(LC 12) Max Uplift2=-29(LC 12),3=-4(LC 12),1=-22(LC 12) Max Grav2=72(LC 1),3=51(LC 3),1=118(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=oft;Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces &MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,,,,11 fit between the bottom chord and any other members. , NO 4)Refer to girder(s)for truss to truss connections. \v ••••E N•• e �� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3,1. % C)•, \ 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ��` �C �, Ci `SF•'9?i 3938 >It .'� AT Ilillil FL Cert. 6634 May 19,2015 WARNING-verlry design parameters and READ NOTES ON THIS ANO INCLUDED MITEK REFERANCE PAGE 11111-7473 rev.0117 612015 BEFORE USE. Design valid for use only with Mffek connectors.This design is based only upon rxrameters shown.and Is for an individual building component. AppllcabYlty of design parameters and proper incorporation of component Is responsibiltty of twilling designer-not truss designer.o acing shown Is for lateral support of Individual web members orgy. Additional temparary bracing to insure stability during construc:ibn Is the re of the MiTek' erector. Additional permanent brat=Ing of the overall structure is the responsiblllty of the building designer.For general guidance regarding 6904 Parke East Blvd. fabrication,quality control,storage,delNery,erection and bracing.consult ANSI/TPII Huallty Criteria,DSB-89 and BCSI Building Component Safety Information avalla lble from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss I Truss Type Qty Ply Terrano/Lot 9 ABCC . 77086509 1730701 OJ3C '.Jack-Open 1 1 Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:51:48 2015 Page 1 I D:2fdnnkV2M7uozMX2KV5Fgtya5Xn-5OGteS5Xj PS W Cpf—pjn6LW 012wj9PDKX4l o6MnzEzbv 2-11-15 3-2-1 2-11-15 Scale=1:9.6 3.0012 2 7 j t Io 3 3x4= i 3x6 0_7_g 2-11-15 3-2-1 0-7-8 2-4-7 0-2-2 Plate Offsets X Y-- 1:0-0-0 0-1-7 1:0-3-6 Ed e LOADING(psf) SPACING- 2-0-0 CSI. ;DEFL,. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 ert( L) -0.01 3-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 ert(TL) -0.02 3-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a Na BCDL 10.0 Code FBC2010lrP12007 (Matrix-M) Wind(LL) 0.01 3-8 >999 240 Weight:11 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 3=86/Mechanical,1=156/0-4-0 Max Horz 1=35(LC 12) Max Uplift3=-48(LC 12),1=-40(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=oft;Cat.ll; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces &MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. >l� / ///// 4)Refer to girder(s)for truss to truss connections. 011 �I, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,1. �P••,•,,• ��n ��' 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ��Q GENS••v,9�J�i� 3938 ATE �Y •;W . FS , •Ft k O N A� i►��tt FL Cert. 6634 May 19,2015 ,&k7A, -Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIF7473 rev.02/f6J2015 BEFORE USE. III ft tbdicomonenty sMiTek•cA,qudity conhol,storage.delNery,erection and bracing,consult ANSI/TPII Hualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdable from Cuss Plate IrutlTute,781 N.Lee Sheet.Suite 312 Alexandria.VA 22314. Tampa,FL 33610 Job Truss ,Truss Type aty Ply Terrano 11,019 ABCC 77086510 CJ3JP 'Jack-Open 730701 1 1 Job Reference o tional American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc.Tue May 19 10:51:49 2015 Page 1 I D:2fdnnkV2M7uozMX2KV5Fgtya5Xn-ZagGso69UjaNgzEBNRI LtjYF6J768gZglyXgvDzEzbu 3-0-0 3-" Scale=1:9.6 3.00112 2 0 1 e 0 1 3 3x4= 3x8 11 078 0.7.8 2-4A Plate Offsets X Y- 1:0-0-0,0-1-71:0-3-6 Edge] LOADING(psf) SPACING- 2-0-0Tjj7Ajj8 in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 -0.00 8 >99 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 ) -0.00 3-8 >999 240 BCLL 0.0 ' Rep Stress YES L) 0.00 8 >99 240 Weight: 11 lb FT=20% BCDL 10.0 Code FBC2010/TP12007 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or to-0-0 oc bracing. WEDGE [MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 talled during truss erection,in accordance with Stabilizer ation uide. REACTIONS. (lb/size) 2=56/Mechanical,3=30/Mechanical,1=149/0-4-0 Max Horz 1=26(LC 12) Max Uplift2=-26(LC 12),3=-1(LC 12),1=-27(LC 12) Max Grav2=56(LC 1),3=39(LC 3),1=149(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VUlt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4fl;Cat. ; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces &MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,,,, f,',, 1111 1 fit between the bottom chord and any other members. %%% ,S A. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3,1. ��Q C E N,3 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3938 ' fir ATE •' �i�S' ... •• �C?% FL Cert. 6634 May 19,2015 ©WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIh7473 rev.02/iW2015 BEFORE USE. Design valid for use orriy with Mitek connectors.This�non based, rY�un�s r�esponslblllty oanneters ff building deownand Is signer or an Individual tfuss d�nerc&acingshown Appllcabpity of design parameters and grope MiTek' is for lateral support of Individual web members only. Addttbnal Temporary bracing To insure ing d stability during Construction h there regarding of the erector. Addlflonal permanent bracing of itne overall structure is the responsibility of the building designer.For general guldartce regardinga Last I. cµxNtty,control,storage,delivery,erec8on and bracing.consult ANSI/TPII Quatlty Criteria,DSB-89 and BCSI Building Component 6904 Park 33610 Blvd. Safety Information available from Truss Nate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Job Truss Truss Type Qty Ply =TeT7086511I 11730701 CJ3P Jack-Open American Builders Supply. Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc.Tue May 19 10:51:49 2015 Page 1 I D:2fdnnkV2M7uozMX2KV5Fglya5Xn-ZagGso69UjaNgzEBNRI LtjYCnJ l h8gZglyXgvDzEzbu 3-" 3-2-2 3-0-0 0-2-2 Scale=1:9.6 3.00 12 2 I 1 i j to 3 3x8 11 30= 3-0-0 3-2-2 3-0-0 0-2-2 Plate Offsets X Y- 1:0-0-0 0-1-7 1:0-3-6 Ed e LOADING(psf) SPACING- 2 0-0 CSL DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.02 3-6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.03 3-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a rVa BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Wind(LL) 0.02 3-6 >999 240 Weight:11 Ib FT=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP No.2 WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 3=118/Mechanical,1=124/0-6-0 Max Horz 1=35(LC 12) Max Uplift3=-56(LC 12),1=-32(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;6=45ft;L=24ft;eave=4ft;Cat.Il; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces &MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 1 4)Refer to girder(s)for truss to truss connections. �� Cj A. �I. A 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,1. `,� �P......... �e I�, 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �. G E N '-. I_♦_ /e%T�♦y' 3938 •�f4 ATE ' �� X41.# N A� i FL Cert. 6634 May 19,2015 eees 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE(or an I3 rev. ucl building BEFORE USE. ' Design valid for use only with Mfiek connectors.This design Is based only upon parameters shown,and Is for an Individual designer. component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not fnrss designer.Bracing shown MiT®k• Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsib6ilty of the erector. Addittonal permanent bracing of the overall structure Is the responslblitty of the building designer.rot general guidance regarding 6904 Parke Easi Blvd. fabrication. Information storage.delivery. Plate Insittrrtnen781 N�Lee Street,Stripe 3N2 Alexandria.VA 22314DSB-89 and SCSI Building Component Tampa.FL 33610 Job Truss Truss Type Qty Ply Terrano I Lot 9 ABCC T7086512 730701 CJ4 'IJack-Open 1 1 Job Reference o floral American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 5 Page 1 19 10:51:50 201 ID:VABhizDMwz2GsEIBIZx547zPrwc-1 nOe387nF0iER6pNx8gaQx5OljRLt6pgXcHDRfzEzbt 4-0-0 4-0-0 Scale=1:14.3 2 5.00 F1_2 7 0 d m Ch T N N O 1 3 3x4= 3x6 11 4-" 4-" Plate Offsets X Y-- 11:0-0-0,0-1-61,[170-1-11,0-4-13 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.01 3-6 >999 360 1 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.03 3-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-S) Wind(LL) 0.02 3-6 >999 240 Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 2=103/Mechanical,3=54/Mechanical,1=158/0-6-0 Max Horz 1=58(LC 12) Max Uplift2=-52(LC 12),3=-1(LC 12),1=-20(LC 12) Max Grav2=103(LC 1),3=71(LC 3),1=158(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.Il; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-11-4 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. `,,��O-�pp PCj E N 4)Refer to girder(s)for truss to truss connections. \�r •.•• • B ,� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3,1. , 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Yz"gypsum ��••'�\C `s�••.9A�!�� sheetrock be applied directly to the bottom chord. . 3938 i ATE FL Cert. 6634 May 19,2015 -- Q WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.02/15!1015 BEFORE USE. Design valid for use only with Mflek connectors.This design Is based only upon parameters shown.and is for an individual building component. Applicability of design parameters and proper Incorporation of component Is responsialllty of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stat�lity during consfrrx,tton is the re regarding of the (MiTek• erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 6904 Parke East Blvd. fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI I Quality Crtterfa,DSB-89 and BCSI Building Component Safety Informa lain available from Truss Rafe Institute,781 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH FILE COPY 800 Seminole Road, Atlantic Beach,FL 32233 Office (904) 247-5826 Fax (904) 247-5845 Job Address: 1649 Atlantic Beach Drive; Atlantic Beach FL 32233 Permit Number: Legal Description Lot 9 Atlantic Beach Countr Club Unit 2 67-132-08-2S-29E Parcel# Floor Area of Sq.Ft. Sq.Ft Valuation of Work$ 358,102 Proposed Work Heated/Cooled 3058 Non-Heated/ Cooled 1030 Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door O ( ' Commercial o N/A Use of existing/prcpure s a fire sprinkler system-installed? (Circle one):Residential If an existing structure, Florida Product Approval# See attached For multiple products use product approval form Describe in detail the type of work to be performed:New Residential Construction �9 Property Owner Information: May Name: TOLL FL VI LIMITED PARTNERSHIP Address: 160 Cape Avenue Gl,l'l 1(\` City Pont State FL Zip 32081 Phone 904 217-0739 i1 U E-Mail or Fax#(Optional)mlieberman@tollbrothersinc.com y' Contractor Information: CONTRACTOR EMAIL ADDRESS: mlieberman tol smc.com Company Name: Toll Bros.,Inc. Qualifying Agent: Steven R.Merten Address: 160 Cape Mav Avenue City Po Joy a State FL Zip Contact Number 81 3 86-6472 Fax# Office Phone 904 217-0739 State Certification/Registration#CGC 1510225 Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address beco es rmed to meet the standards of all laws regulatin oY abandoned forstruction in t ai period of six 6)hmonthss at any time A lication is hereby made to obtain a permit toedoothe work and installations as indicated. I certify that no work or installation has commenced prior tot e PP issuance of a permit and that all work will p f null and void if work is not commenced within six(6)months, or if construction or work is susp Wells, Poo s, Furnaces, Boilers, �� Plumbing, Signs, afler Heaters, Tanks is commenced'. I and Air conditioners,understand erse d,that separate permits must be secured for Electrical Work, WARNING TO OWNER: YOUR FAILURyIT�TW CEORD OR IMPROVEMENTS COMMENCEMENT MAY RESULT IN YOUR PA G YOUR NOTICE PROPERTY. IF YOU INTEND TO OBTAIN F] CONSULT OF WITH TO YOUR YOUR LENDER OR AN ATTORNEY eci aed herein or not. The grantin of a permit doesesume to give authority to violate or cancel the I hereby certify that I have read and examined e this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with P 1 provisions of any other federal,state, or local law regulating construction or the per ormance of construction. Signature of Contractor Signature of Owner 4ivision ..................... Print Name Steven R. dent Print Name Steven R. erten Before me 2015_ Befor�epe 2015 this Gam' Day of A&61 — this 0? Day of Not r u c Notary Public Revised 01.26.10 E MELISSALIEBERMAN ;2otPPe<"'i:. MELISSALIESERMAN ISSION#FF08�80� 0MY COMM 2017 "` MY COMMISSION #FF055605ge tember °: EXPIRES September 18.2017% 4` EXPIRES p FOF F�Q:+'. ServIce.COm ,0153 Floridallotary (407136'-0153 FloridallotaryService.cpm Job Truss Truss Type Qty Ply Terrano/Loi 9 ABCC T7086513 730701 CJ4P Jack-Open 1 1 Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:51:51 2015 Page 1 ID:VA8hizDMwz2GsEIBiZx547zPrwc-VzyOGUBPOKg53GOZUsLpy8eYY7nkcZ3zmGOmz6zEzbs 3-1013- -1- 3-1015 2- Scale=1:14.1 2 5.00 F12 7 1 T 3 3x4= 3x6 11 3-10-15 311 to 3-10-15 "A 1 0-1.7 Plate Offsets(X,Y)-- 11:0-0-0,0-1-6),(1:0-1-11,0-4-13) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.01 3-6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.03 3-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-S) Wind(LL) 0.02 3-6 >999 240 Weight:141b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=102/Mechanical,3=53/Mechanical,1=156/0-6-0 Max Harz 1=57(LC 12) Max Uplift2=-51(LC 12),1=-20(LC 12) Max Grav2=102(LC 1),3=72(LC 3),1=156(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-10-3 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �� 4)Refer to girder(s)for truss to truss connections. `%% p.5 A• 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,1. �Q`' •E •• 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and IV'gypsum �\C' N S'�'.q�i sheetrock be applied directly to the bottom chord. ; 3938 . � ATE • i s,O N A1-E�G FL Cert. 6634 May 19,2015 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MII-7473 rev.02/16/2015 BEFORE USE. Design vaild for use only with Mflek connectors.This design Is based only upon parameters shown,and Is for an InallAdual building component. Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity,of the MiTek' erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Crlterla,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 1 Tampa,FL 33610 Job Truss 'Truss Type Qty Ply Terrano/Lot 9 ABCC T7oe6stal 730701 CJS Jack-Open 1 1 I Job Reference(optional) I American Builders Supply. Sanford,FL 32771 - 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:51:51 2015 Page 1 I D:2fdnnkV2M7uozMX2KV5Fgtya5Xn-VzyOGU8POKg53GOZUslpy8eW r713cZ3zmGOmz6zEzbs 5-0-0 5-0-0 Scale=1:12.3 2 3.00�12 8 7 1 I, i 3x8 11 3 3x4= 5-0-0 5-M Plate Offsets(X,Y)-- (1:0-0-0,0-1-7),(1:0-3-6,Edgej LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.03 3-6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.08 3-6 >766 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix-S) Wind(LL) 0.04 3-6 >999 240 Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=129/Mechanical,3=69/Mechanical,1=198/0-6-0 Max Horz 1=44(LC 12) Max Uplift2=-54(LC 12),1=-38(LC 12) Max Grav2=129(LC 1),3=87(LC 3),1=198(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft B=45ft;L=24ft;eave=oft;Cat.ll; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-11-4 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,`,� fit between the bottom chord and any other members. �� ps 4)Refer to girder(s)for truss to truss connections. �� A q nn�I, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,1. ��.•'�....� N'• CcT �i� 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y2"gypsum •.'�\ S'�:•.qA i sheetrock be applied directly to the bottom chord. •'.l� �j 3938 :fir= ATE '441 .0 • FL Cert. 6634 May 19,2015 Q WARNING-Verify design parameters and READ NOTES ON TN/SAND INCLUDED M?EK REFERANCE PAGE M/F7473 rev.02118P2015 BEFORE USE. j Design valid for use only with MRek connectors.This design Is based only upon parameters shown,and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only. Additional temporary bracing To Insure stability during construction Is the responsibility of the MiTek* erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MM fabdcatlon quality control,storage,delivery,erection and bracing,consult ANSIITP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qpy Ply Terrano i Lot 9 ABCC T7086515 730701 CJSP Jack-Open 1 1 1 Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:51T-2 2015 Page i I D:2fdnnkV2M7uozMX2KV5Fgtya5Xn-_9VOUg91 neyyhQzm2Zs2VMAhSX5MLOJ7_wmKW YzEzbr 5-0-0 5-2- 5-0-0 b-2- Scale=1:12.3 2 3.00 12 8 7 1 i . 1 I� 0 3x8 11 3 3x4= 5-2-2 5-0-0 0 5.0-0 0 0-1-8 Plate Offsets(X,Y)-- (1:0-0-0,0-1-7),(1:0-3-6,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.03 3-6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.08 3-6 >734 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 i Code FBC2010/TP12007 (Matrix-S) Wind(LL) 0.04 3-6 >999 240 Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (1b/size) 2=131/Mechanical,3=68/Mechanical,1=200/0-6-0 Max Horz 1=44(LC 12) Max Uplift2=-55(LC 12),1=-38(LC 12) Max Grav2=131(LC 1),3=89(LC 3),1=200(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extehor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-11-4 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. ♦�� P,Cj A. q �� 5 Provide mechanical connection b others of truss to bearing late capable of withstanding 100 Ib uplift at joints 2,1. ♦♦ ••• �e �� ( Y ) 9P P 9 P J O ♦ Q ."CEN �i 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 112"gypsum ,♦♦ •.' \ sheetrock be applied directly to the bottom chord. - �••[[�/yf • 3938 ;., .O ATE ur ORI SlO N At- "I %% 111111111 't 1111111 FL Cert. 6634 May 19,2015 Q WARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE M11.7473 rev.0211612015 BEFORE USE. Design vaiki for use only with MRek connectors.This design Is based only upon parameters shown-and Is for an IndMdual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing stwwn is for lateral support of IndtMual web members only. Additional temporary bracing to insure stability during construction is the respansibillity of the MiTek" erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fablcation,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avalable from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Terrano/Lot s ABCC 730701 D Common 1 1 T7086516 Job Reference o tional American Builders Supply, Sanford.FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:51:53 2015 Page 1 I D:VABhizDMwz2GsEIBIZx547zPrwc-SM3mhA9fYx4plaYycGNH2ZjgBxl F4QuGDaVt2_zEzbq 7-7-0 14-0-0 20-5-0 28-0-0 7-7-0 6-5-0 6-5-0 7-7-0 Scale:1/4'=1' 4x4= 3 5.00 12 16 17 2x4\\ 2x4 2 4 15 18 1 5 r` 0 8 7 19 20 6 3x8 II 3x4= 3x4= 3x4= 4x4= 4x4= 3x8 11 10-0-0 18-0-0 28-0-0 10-0-0 8-0-0 10-0-0 Plate Offsets(X,Y)-- fl:0-0-0 0-1-141 f1:0-3-3 Edgel f5:0-0-0,0-1-141,f5:0-3-3 Edgel LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.43 Vert(LL) -0.21 6-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.47 6-14 >722 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.24 Horz(TL) 0.08 5 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix-S) Wind(LL) 0.08 6-8 >999 240 Weight:122 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (Ib/size) 1=1120/0-6-0,5=1120/Mechanical Max Horz 1=-128(LC 10) Max Upliftl=-260(LC 12),5=-260(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-15=-2089/617,2-15=-2015/632,2-16=-1838/578,3-16=-1757/597,3-17=-1757/597, 4-17=-1838/578,4-18=-2015/632,5-18=-2089/617 BOT CHORD 1-8=-496/1860,7-8=-278/1299,7-19=-278/1299,19-20=-278/1299,6-20=-278/1299, 5-6=-496/1860 WEBS 3-6=-143/646,4-6=-423/238,3-8=-143/646,2-8=-423/238 NOTES- 1)Unbalanced roof live loads have been considered for this design. ,,1/1111111/111, cond 01 mph; 2) Al. = 1 ' ir15Ct4 fat.11; PS A, q� i��Exp C;EncGCpi0.18MWFRS(directioal)ad C-CExtedor()0-0-O to 3-0-0,Interior(l)3-0-0 to 14-0-0,Extedor(2)14-0-0 to ` 0 17-0-0 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate `�� O. C E N SF B,9 r r grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3938 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=I O.Opsf. _ 5)Refer to girder(s)for truss to truss connections. �! 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)1=26CG 5=260. O:- ATE . 411 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and V'gypsum sheetrock be applied directly to the bottom chord. . .*SAO N ,/$11/111111111 FL Cert. 6634 May 19,2015 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rev.027162015 BEFORE USE Design valid for use only with MiTek connectors.This design Is based only upon parameters shown,and is for on kndividuol building component. � Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the `,1Te� erector. Additional permanent bracing of the overall structure Is id the responsibility of the building designer.For general guidance regarding M fabrication,qurdlty,control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Hate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 ', Job Truss Truss Type Qty Ply Terrano/Lot 9 ABCC 77086517 730701 D6 Hip Girder 1 1 Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:51:57 2015 Page 1 I D:VABhiz DMwz2Gs EIBIZx547zPrwc-K7JHXXCAcAaEnBrj r6SDCPuPOYmw03msBCT5BIzEzbm 6-" 9-8-12 14-0-0 18-3-4 22-" 28-0-0 6-0-0 3-8-12 4-3-4 4-3-4 3-8-12 6-0-0 Scale:1/4'=1' NAILED NAILED 4x12= 5.00 12 2x4 11 NAILED 3x8= NAILED 2x4 11 4x12= 2 20 3 21 22 4 23 24 25 5 26 6 0 m 7 I9 r- d o 13 12 11 10 27 28 9 8 3x10= 2x4 5x10= 6x10 MT20HS= 2x4 NAILED 5x10= 2x4 1 3x10= HUS26 NAILED NAILED NAILED HUS26 6-0-0 9-8-12 14-" 18-3-4 22-0-0 28-0-0 6-" 3-8-12 4-3-4 4�-4 3-8-12 6-0-0 Plate Offsets(X,Y)-- f1:0-10-0,0-0-21,(2:0-8-0,0-1-121,f6:0-8-0,0-1-121,[7:0-10-0,0-0-21 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (1oc) I/dell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.30 10 >999 360 MT20 244/190 TCDL10.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.72 10 >465 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.95 Horz(TL) 0.11 7 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Wind(LL) 0.27 10 >999 240 Weight:152 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30`Except` TOP CHORD Structural wood sheathing directly applied or 1-8-15 oc purlins. 2-6:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-1-8 oc bracing. BOT CHORD 2x6 SP 240OF 2.0E MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=2014/0-6-0,7=2051/0-6-0 Max Horz 1=-55(LC 23) Max Upliftl=-518(LC 8),7=-526(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-4304/1126,2-20=-5780/1564,3-20=-5780/1564,3-21=-5780/1564, 21-22=-5780/1564,4-22=-5780/1564,4-23=-5918/1594,23-24=-5918/1594, 24-25=-5918/1594,5-25=-5918/1594,5-26=-5918/1594,6-26=-5918/1594, 6-7=-4390/1146 BOT CHORD 1-13=-977/3897,12-13=-974/3899,11-12=-1655/6519,10-11=-1655/6519, 10-27=-1655/6519,27-28=-1655/6519,9-28=-1655/6519,8-9=-992/3977,7-8=-994/3976 WEBS 2-12=-618/2410,3-12=-286/134,4-12=-912/225,4-10=0/408,4-9=-748/186, 5-9=-370/180,6-9=-634/2483 %01111111111111,,n TES- %0 1)Unbalanced roof live loads have been considered for this design. ,%%% :P... A�v 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2pst;h=15ft;B=45ft;L=28ft;eave=4ft;Cat.11; ,� ��.'�\ S�••9!�i� Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 3938 4)All plates are MT20 plates unless otherwise indicated. * :• •: 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. = ' 6).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wi _ ri fit between the bottom chord and any other members. 441 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Ot=1b)1=518'--O ATE 7=526. A, 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �i�T�• < p R 'l, Q P•' `�� 9)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 8-6-8 oc max.starting at 0:, SS '•......•'•\�?, 10)Fill % 9-8-12from holes the fwhe wheret end hangeris incontact with lumboonnect truss(es)to front face of bottom chord. �I'1110 N A; \�� 11)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard FL Cert. 6634 May 19,2015 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 011I7-7473 rev.02/16/2015 BEFORE USE. Design valid for use only with MITek connectors.This design is based only upon parameters shown,and Is for an Individual buNding component. Applicability of design parameters and proper Incorporation of component Is responsibility of btAldkng designer-not truss designer.Bracing shown Idt Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the MiTek' erector. Addltlonal permanent bracing of the overall structure Is the responsibility of the"ding designer.for general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 F730701 Truss Truss Type Qty Ply Terrano/Lm 9 ABCC D6 Hip Girder 1 1 77086577 Job Reference o tional American Builders Supply, Sanford,FL 32777 7.620 s Mar 27 2015 Mitek Industries,Inc. Tue May 19 10:57:57 2015 Page 2 I D:VA8hizDMwz2GsEIBlZx547zPrwc-K7JHXXCAcAaEnBrjr6SDCPuPOYmw03ms8CT581zEzbm LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-2=-60,2-6=-60,6-7=-60,14-17=-20 Concentrated Loads(lb) Vert:11=57(F)12=-598(F)10=-57(F)4=-100(F)9=-598(F)21=-100(F)24=-100(F)25=-100(F)27=-57(F)28=-57(F) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Mll-7473 rev.0211612015 BEFORE USE. Design valid for use only with Mflek connectors.This design Is based only upon parameters shown,and Is tot an individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only. Addiflo nal temporary bracing to Insure stability during construction Is the responsibility of the erector. Additbnd permane-nt tracing of the overall structure Is the responslblllty of the building designer.For general guidance regarding MiTek' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Terrano/Lot 9 ABCs 77086518 730701 DB Hip 1 1 Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:51:58 2015 Page 1 I D:VA8hizDMwz2GsEIBIZx547zPrwc-oJtfktDoNUj5PLQvPgzSldQetpQlg I?NsDejCzEzbl s-0-0 1a-o-0 20-0-0 28-0.0 8-" s o-o 6-0-0 1 8-0-0 Scale=1:50.8 4x6= 3x4= 4x6— 5.00 12 2 17 18 3 19 20 4 15 16 21 22 14 C6 1 5 1 r' 0 8 7 6 3x4= 3x4= 3x4= 4x4= 4x4= 3x8 MT20HS 1I 3x8 MT20HS I 9-4-4 18-7-12 28-0-0 9-4-4 9-3-9 9-4-4 Plate Offsets(X,Y)-- (1:0-0-0,0-1-101,(1:0-3-3,Edge1 f5:0-0-0,0-1-101,(5:0-3-3 Edge) LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.15 6-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.44 6-8 >759 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Horz(TL) 0.09 5 n/a Na BCDL 10.0 Code FBC2010ITP12007 (Matrix-S) Wind(LL) 0.10 6-14 >999 240 Weight:115 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (Ib/size) 1=1120/0-6-0,5=1120/0-6-0 Max Horz 1=-74(LC 10) Max Upliftl=-260(LC 12),5=-260(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-15=-2057/680,15-16=-1 987/682,2-16=-1 971/696,2-17=-1956/712,17-18=-1 956/712, 3-18=-1956/712,3-19=-1956/712,19-20=-1956/712,4-20=-1956/712,4-21=-1971/696, 21-22=-1987/682,5-22=-2057/680 BOT CHORD 1-8=-562/1818,7-8=-685/2189,6-7=-685/2189,5-6=-555/1818 WEBS 2-8=-37/456,3-8=-409/172,3-6=-409/172,4-6=-37/456 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=28ft;eave=oft;Cat.11; ��`` cj A ,114' Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-0-0,Exterior(2)8-0-0 to 24-2-15, \V •.••••••.• �e Interior(1)24-2-15 to 28-0-0 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown; `��.••�Ci E N S'•• '9A'�� Lumber DOL=1.60 plate grip DOL=1.60 � ;• V 4-% [y 3)Provide adequate drainage to prevent water ponding. 3938 •• 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Pr, 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except at-lb)1=260 i O••_ AT E �411 5=260. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y2"gypsum �i T• •'C� R i P•• ,�� sheetrock be applied directly to the bottom chord. �i� •'•.• .• G , 11111111110 r FL Cert. 6634 May 19,2015 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.02/15/2015 BEFORE USE. Design valid for use only with MRek connectors.This design Is based only upon parameters shown,and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of brAlding designer-not WISS designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure Is the responsibility of the b Ilding designer.For general guidance regarding fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/11111 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avaYable from Truss Rate Institute.781 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Pty Terrano/Lot 9 ABCC 730701 Dio ',Hip 1 1 77066519 Job Reference tional American Builders Supply, Sanford.FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:51:54 2015 Page i ID:VABhizDMwz2GsEIBIZx547zPrwc-wYd9vVAHJFCgwk78A_uWanGvgKd4puPPSEFRaozEzbp 5-8-11 10-0-0 18-0-022-3-5 28-0-0 5-8-11 4-3-5 8-0-0 4-3-5 5-8-11 Scale:1/4'=1' 4x6= 4x8= 3 17 1819 20 4 5.00 F12 2x4 2x4 2 5 0 16 P1 m 0 1 6 IC I� 61 9 8 7 3x8= 3x4— 5x6= 3x4— 5x6= 10-" 18-0-0 28-0-0 10-" 8-0-0 10-0-0 Plate Offsets(X,Y)-- (4:0-5-4,0-2-41 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.18 7-15 >999 360 MT20 244/190 TCDL 10.0 1 Lumber DOL 1.25 BC 0.83 iIVert(TL) 0.48 7-15 >706 240 I BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.09 6 n/a n/a BCDL 10.0 Code FBC2010/1-P12007 (Matrix-S) Wind(LL) 0.10 7-9 >999 240 Weight:128 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-9 WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP N0.3,Right:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 1=1120/0-6-0,6=1120/0-6-0 Installation guide. Max Horz 1=-92(LC 10) Max Upliftl=-260(LC 12),6=-260(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16=-2127!739,2-16=-2063/753,2-3=-1855/658,3-17=-1685/656,17-18=-1685/656, 18-19=-1685/656,19-20=-1685/656,4-20=-1685/656,4-5=-1855/658,5-21=-2063/753, 6-21=-2127/739 BOT CHORD 1-9=-639/1904,8-9=-475/1684,7-8=-475/1684,6-7=-630/1904 WEBS 2-9=-277/179,3-9=-18/405,4-7=-12/405,5-7=-278/178 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Exlp C;EncE,GCpi v0.118�MW FRS(directional)and C-Ccond gust) 1Exterioh(2)ODO 0 to 350-O,CInDterior(1)3-0-0 tot10-0 OftExteriofr(2)10-0-0 to at.II; ♦♦,Q♦ ♦ •....... �e 22-5-4,Interior(1)22-5-4 to 28-0-0 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown; %, ,,x *\C E N s 9 Lumber DOL=1.60 plate grip DOL=1.60 A� V 3)Provide adequate drainage to prevent water ponding. 3938 •• 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilts• fit between the bottom chord and any other members. �¢ 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb)1=260r 6=260. - ATE 44/ 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'h"gypsum sheetrock be applied directly to the bottom chord. ii',��•'C� O f3 Q ��SS�O N AL E�♦♦♦♦ ��illllll FL Cert. 6634 May 19,2015 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrfEK REFERANCE PAGE MIP7473 rev.0211612015 BEFORE USE. Design vaild for use oNy with Mitek connectors.This design Is based only upon parameters shown,and Is for an Individual building component. Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not in=designer.&ming shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the resporuibillity of the erector. Addltlorrml permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding MiTek' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallc"e from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Terrano!Lot s ABCC 77086520 730701 D12 ',Hip 1 1 Job Reference(optional) American Builders Supply. Sanford,FL 32771 7.620 s Mar 27 2015 MiTek industries,Inc. Tue May 19 10:51:55 2015 Page 1 I D:VA8hizDMwz2GsEl BIZx547zPrwc-OkBX6rBw4ZKXYuhLjhPl7_oAok_WYKOZhu_6tzEzbo 7-6-15 L2:2 0 16-0-0 20-5-1 28-0-0 7-6-15 4-5-1 4-0-0 4-5-1 7-6-15 Scale=1:48.8 5x6= 5x6= 3 17 18 4 5.00 1 z 1 2x4\\ 2x4 2 5 0 J> 16 19 1 � 1 6 Io 0 9 8 7 4x4 3x8= 3x4= 3x4= 4x4= = 3x8 II 3x8 11 10-0-0 18-0-0 28-M 10-M 8-0-0 10-M Plate Offsets(X,Y)-- (1:0-3-3 Edgel fl:0-0-0 0-1-141 (3:0-3-0 0-2-41 f4:0-3-0 0-2-41 [6:0-0-0,0-1-141,(6:0-3-3 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.17 9-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.48 9-12 >693 240 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.08 6 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-S) Wind(LL) 0.08 7-15 >999 240 Weight:128 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (Ib/size) 1=1120/0-6-0,6=1120/Mechanical Max Horz 1=-11 O(LC 10) Max Upliftl=-260(LC 12),6=-260(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16=-2074/687,2-16=-1997!706,2-3=-18281662,3-17=-1464/619,17-18=-1464/619, 4-18=-1464/619,4-5=-1836/665,5-19=-1998/706,6-19=-2075/686 BOT CHORD 1-9=-586/1844,8-9=-397/1462,7-8=-397/1462,6-7=-576/1845 WEBS 2-9=-365/231,3-9=-134/489,4-7=-119/503,5-7=-363/230 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft B=45fh L=28ft;eave=4ft;Cat.ll; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-Oto 3-0-0,Interior(1)3-0-0 to 12-0-0,Exterior(2)12-0-0 to ,��-*Pcj A. 16-0-0,Interior(1)20-6-3 to 28-0-0 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown; ........��O\V • �e �j� Lumber DOL=1.60 plate grip DOL=1.60 `�%% .•"CEN S+'• '9 i� 3)Provide adequate drainage to prevent water ponding. __ •�' [�!, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3938 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. — 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)1=260' s=2so. .0 441 8)This truss design requires that a minimum of 7/1 s"structural wood sheathing be applied directly to the top chord and W'gypsum •, �(/ sheetrock be applied directly to the bottom chord. �� T Al P 41 0 N AL 0�. FL Cert. 6634 May 19,2015 0 WARNING-verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1.7473 rev.021162015 BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and is for an Individual building component. p Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of IndMduai web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the ;� erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Ml Tek' fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalable from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 0' fuss cuss ype iy y Terrano/Lot 9 ABCC 730701 DG Monoplch Girder 1 1 ? Job Reference 0.floral American Builders Supply,Santora,FL 32771 Run:7.620 s Apr 15 2015 Print:7.620 s Mar 27 2015 MiTek Industries,Inc.Tue May 19 15:01:34 2015 Page 1 I D:VA8hizD Mwz2Gs E I BIZx547zPrwc-RGz_tXM BV_vXLQt W CG Rcf?hzrsJbei H L5gz5M AZEvxI 5-5-0 5-5-0 6x10 MT20HS Scale=1:18.5 B 5.00 12 A 0 n d i HUS26 D 5x6 i HUS26 C 2x4 4x4= I Plate Offsets(X,Y)-- [A:Ed e 0-2-0] [B:0-2-12 Edge] [D:0-1-4 0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.03 C-D >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.07 C-D >920 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(TL) 0.01 A n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix-M) Wind(LL) 0.02 C-D >999 240 Weight:30 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-6 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) A=1376/0-6-0,C=1246/Mechanical Installation guide. Max Horz A=78(LC 8) Max Uplift A=-315(LC 8),C=-321(LC 8) FORCES. (lb)-First Load Case Only TOP CHORD A-B=-2032,B-C=-858 BOT CHORD A-H=1817,D-H=1817,D-1=01 C-1=0 WEBS B-D=2350 NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=oft;Cat. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)All plates are MT20 plates unless otherwise indicated. ``1111111111,, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,` A 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ♦♦♦O� ••.. �e �j will fit between the bottom chord and any other members. ♦ E N �i 5)Refer to girder(s)for truss to truss connections. :♦Af •'•�.�C S_k�•'.9�r,!„ 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 315 Ib uplift at joint A and 321 Ib uplift at �• 3938 •� joint C. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at _ 1-5-12 from the left end to 3-5-12 to connect truss(es)to back face of bottom 136-i. 9)Fill all nail holes where hanger is in contact with lumber. ATE 411 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard0 R 1 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 •••" •\ �, Uniform Loads (pit) 60,C-E=-20 ��i �O N A� Concentrated Loads(lb) Vert:H=-1100(B)1=-1100(B) FL Cert. 6634 May 19,2015 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIF7473 rev.02(I SWIS BEFORE USE. Design valid for use only with MITek connectors.This design is based only upon parameters shown,and Is for an kidividual building component. Applicability of design parameters and proper incorporation of component Is responsibility of buliding designer-not Truss(designer.Bracing shown is for lateral support of Individual web members orgy. Additional temporary bracing To Insure stability during construction Is the responsibility of the erector. Additional pennartenT bracing of the overall stricture Is the responsibility of the building designer.For general guidance regarding MiTek^ fabrication,quality control,storage,delivery,erection and bracing-consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalable from Truss Plate Institute,781 N.Lee Street Suite 312,Alexandrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type yP Qty Ply i Terrano/Lot 9 ABCC 77066522 730701 EJ5C Jack-Open 2 1 Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:00_201 5 Page i I D:2fdnnkV2M7uozMX2KV5Fgtya5Xn-li_09ZF2v5zpefal W E'?wg2W 4ZIrW Dellg9ilo4zEzbj 5-0-1 5-0-1 Scale=1:12.2 2 3.00 12 9 1 0 3x4= 3 3x8 11 0-7-85-0-1 0-7-8 4-4-9 Plate Offsets(X,Y)-- fl:0-0-0,0-1-71,[1:0-3-6,Edge] LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.01 3-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.04 3-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a r1/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-S) Wind(LL) 0.02 3-8 >999 240 Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. �I REACTIONS. (Ib/size) 2=114/Mechanical,3=55/Mechanical,1=226/0-4-0 Max Horz 1=44(LC 12) Max Uplift2=-51(LC 12),1=-43(LC 12) Max Grav2=114(LC 1),3=77(LC 3),1=226(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2pst;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-11-5 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will '1111111►ff fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. N� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,1. �Q\v` •••'E• 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y2"gypsum ,��•.•�\G N,3 sheetrock be applied directly to the bottom chord. . r 3938 • 441AT E i,�SS,O N A ff1111111 FL Cert. 6634 May 19,2015 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIF7473 rev.02/16,2015 BEFORE USE. Design valid for use only with Mffek connectors.This design Is based only upon parameters shown,and Is for on individual building component. Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members orgy. Additional temporary bracing to Insure stabitty,during construction is the responsibility of the Is' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.for general guidance regarding MiTek fabrication quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 j Job Truss Truss Type Q ty Ply Terrano/LM 9 ABCC 730701 EJ6 '�,Jack-Open g 1 77086523 Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:00 2015 Page 1 I D:VA8hizDMwz2GsEl BIZx547ZPrwc-li_Q9ZF2v5zpefal W E?wg2 W 031oiDel I g9ilo4zEzbj 6-0-0 6-0-0 Scale=1:19.5 2 I 5.00 12 I 6 0 7 N 1 ) 3 3x4= 3x6 I 6-0-0 6-0-0 Plate Offsets(X,Y)-- (1:0-0-0,0-1-61,11:0-1-11,0-4-131 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.05 3-6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) 0.16 3-6 >445 240 BCLL 0.0 ' I Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-S) Wind(LL) 0.08 3-6 >923 240 Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer i Installation guide. REACTIONS. (Ib/size) 2=160/Mechanical,3=77/Mechanical,1=238/0-6-0 Max Horz 1=88(LC 12) Max Uplift2=-81(LC 12),1=-33(LC 12) Max Grav2=160(LC 1),3=107(LC 3),1=238(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=oft;Cat.ll; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. A. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,1. �� A • •• �e.e��j 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and t/s"gypsum `��.•�\C'E S�,'. 7i1_moi sheetrock be applied directly to the bottom chord. — ;t/�• 3938 op ATE S,O N A\-� `%% FL Cert. 6634 May 19,2015 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MII.7473 rev.02116,2015 BEFORE USE. Design valid for use only with Mflek connectors.This design Is based only upon parameters shown,and is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support or Individual web members only. Additkxdt temporary bracing to insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall stricture is the responsibility of the building designer.For general gulciance regarding MiTek fabrication quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component Safety Information avail6904 Parke East Blvd. able from Truss Plate Institute,781 N.Lee Street Suite 312,Alexandria.VA 22314. Tampa,FL Parke 33610 Job Truss Truss Type Qty Ply 7errano 7 Lot 9 ABCC T7086524 730701 EJ7 '�,Jack-Open 5 1 Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:01 2015 Page 1 I D:2f dnnkV2M7uozMX2KV5Fglya5Xn-DuYoNvGggP5gGp9U4yW9MF29195by5YR3pRl KWzEzbi 7-0-0 7-0-0 Scale=1:14.8 2 3.00 12 I 7 8 19 �v SIN O 1 NI { 1 i 3x8 3 3x4= 7-0-0 7-0-0 Plate Offsets(X,Y)-- 11:0-0-0,0-1-71,(1:0-3-6,Edgel LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.10 3-6 >805 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 j BC 0.52 Vert(TL) -0.29 3-6 >286 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.04 1 n/a rVa BCDL 10.0 Code FBC2010/TPI2007 (Matrix-S) Wind(LL) 0.11 3-6 >727 240 Weight:23 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=187/Mechanical,3=90/Mechanical,1=278/0-6-0 Max Horz 1=61(LC 12) Max Uplift2=-80(LC 12),1=-54(LC 12) Max Grav2=187(LC 1),3=123(LC 3),1=278(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-11-4 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. �� p,S A. q I� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,1. Q ••........ 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Yi"gypsum ,�� .� �\C E Ns �'.q sheetrock be applied directly to the bottom chord. 3938 - ATE •�� FL Cert. 6634 May 19,2015 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/1-7473 rev.02/162015 BEFORE USE. Design valid for use only with MiTek connectors.This design Is based only upon parameters shown,and Is for an individual building component. Applicability of design parameters and proper Incorporation of component Is resporxsibilfty of building designer-not friss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Inane stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Aiexandrkl,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Pty Terrano/Lot 9 ABCC 77086525 730701 EJ7H I,Jack-Open 1 1 Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc.Tue May 19 10:52:02 2015 Page 1 I D:2fdnnkV2M7uozMX2KV5Fglya5Xn-h56AaFGJQiDXuykhefl OvTbl CZQXhYRbITBsszzEzbh 1-9-4 7-" 1-9-4 5-2-12 Scale=1:20.0 3.00 12 3 2x46 7 2 2x4 11 1 0 Id o V Cl i 1 5 4 3x4= 7-0-0 7-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.13 4-5 >639 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.32 4-5 >255 240 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.22 3 n/a n/a BCDL 10.0 Code FBC20101TP12007 (Matrix-S) Wind(LL) 0.00 5 "" 240 I Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=204/Mechanical,4=68/Mechanical,5=272/0-6-0 Max Horz 5=60(LC 12) Max Uplift3=-111(LC 12),5=-44(LC 12) Max Grav3=204(LC 1),4=136(LC 3),5=272(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft B=45ft;L=24ft;eave=oft Cat.ll; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-11-4 zone;cantilever left and right exposed;C-C for members and forces R MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 ib uplift at joint(s)5 except Qt=lb) �� P.CJ A ,t) ItI.0 3=111. ,�� O� •,.... C e 'jI 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y2"gypsum ,�� \C E N S' '.9i1_moi sheetrock be applied directly to the bottom chord. - 3938 ATE 111110 FL Cert. 6634 May 19,2015 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 11111-7473 rev.01/1 53 0 1 5 BEFORE USE. Design valid for use only with MfFek connectors.This design is based only upon parameters shown,and is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responslbillty of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding MiTek' fabrication quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,781 N.Lee Street Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty 7 7pty �Te,,a;;/Lot 9 ABCCT7086526730701 EJ55 Jack-Open I3 1eference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:51:59 2015 Page 1 I D:VABhizDMwz2GsEIBIZx547zPrwc-GW R2yDEQBnry1 V?6yXUhHgztiLUSUB29cWyCFezEzbk 5-5-0 5-5-0 Scale=1:18.3 2 5.00 12 8 o `Y N 7 cC 1 1 � 3 3x4= 3x6 11 5-5-0 Plate Offsets(X,Y)-- [1:0-0-0,0-1-61,[1:0-1-11,0-4-131 5-5-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.04 3-6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.11 3-6 >596 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-S) Wind(LL) 0.06 3-6 >999 240 Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=144/Mechanical,3=71/Mechanical,1=214/0-6-0 Max Horz 1=79(LC 12) Max Uplift2=-72(LC 12),1=-29(LC 12) Max Grav2=144(LC 1),3=97(LC 3),1=214(LC 1) FORCES, (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft B=45ft;L=24ft;eave=4ft Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(l)3-0-0 to 5-4-4 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,'� fit between the bottom chord and any other members. ``�� A• 4)Refer to girder(s)for truss to truss connections. �� PcJ 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,1. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y2"gypsum ,�� •��G E N,3 sheetrock be applied directly to the bottom chord. . '• �✓ 4 3938 Nr ATE 44/ % FL Cert. 6634 May 19,2015 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Ulf-7473 rev.021151015 BEFORE USE. Design valid for use only with Milek connectors.This design Is based only upon parameters shown,and is for an Individual building component. Applicablilty of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsib911ty,of the erector. Additional permanent bracing of the overall structure is the responsibility of the buildlrlg designer.Tor general guidance regarding MiTek' fabdcallon,quality control,storage,delivery,erection and bracing,consult ANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallabie from Truss Plate itstftute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Terrano/Lot 9 ABCC 77086527 730701 F Floor q t Job Reference(optional) American Builders Supply. Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:03 2015 Page 1 ID:2fdnnkV2M7uozMX2KV5Fgtya5Xn-9HgYoaHxBOLOV6JtBNZdRgBVLzhnOpSkW7wPOPzEzbg 0-1-8 2-6-0 0-9-10 2-0-0 0-9-10 Scale=1:33.4 2x4 11 4x8= 2x4= 4x8= 2x4 I 3x4= 2x4 I 2x4 11 3x4= 2x4 11 3x6 FP= 3x4 1 2 3 4 5 6 7 8 9 10 11 0 e 17 16 15 14 13 3x6= 3x6 FP= 4x10= 3x4= 3x4= 410= 3x6= 9-9-10 10-11-2 8-8-2 8-9-110110-9-10 19-74 8-8-2 o-418 1-0-0 1-0-0 o--B B-8-2 Plate Offsets(X,Y)-- [5:0-1-8,Edgel,[6:0-1-8,0-0-01,[14:0-1-8,Edge),[15:0-1-8,Edge],[19:0-1-8,0-1-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) -0.32 14-15 >730 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(TL) -0.56 14-15 >414 240 BOLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.10 12 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight:99 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)`Except` TOP CHORD Structural wood sheathing directly applied or 5-11-3 oc purlins, except 1-9:2x4 SP M 30(flat) end verticals. BOT CHORD 2x4 SP No.2(flat)'Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 12-17:2x4 SP M 30(flat) 2-2-0 oc bracing:16-18. WEBS 2x4 SP No.3(flat) REACTIONS. (Ib/size) 18=1155/0-5-4,12=1161/0-4-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3723/0,3-4=-3723/0,4-5=-4603/0,5-6=-4603/0,6-7=-4603/0,7-8=-3718/0, 8-9=-3718/0,9-10=-3718/0 BOT CHORD 17-18=0/2193,16-17=0/2193,15-16=0/4476,14-15=0/4603,13-14=0/4476,12-13=0/2195 WEBS 5-15=-396/115,6-14=-394/118,2-18=-2408/0,2-16=0/1691,3-16=-257/0,4-16=-832/0, 4-15=-171/616,10-12=-2417/0,10-13=0/1684,8-13=-254/0,7-13=-838/0, 7-14=-172/616 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,`j%J1 111 1111 111/I1,, 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to ,♦♦��A PCj A. •qC ��, be attached to walls at their outer ends or restrained by other means. ♦ O\� •••••• n �i 4)CAUTION,Do not erect truss backwards. `♦♦ ••.��Ci E Ns vq�r� • 3938 --_ ATE • � � •,�S'`S��N A� si• FL Cert. 6634 May 19,2015 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE Mll-7473 rev.0211612015 BEFORE USE. Design valid for use only with MIIek connectors.This design Is based only upon parameters shown,and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the MiTek' erector. Additional permanent bracing of the overall Structure Is the responsibility of the building designer.for general guidance regarding fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply FTeran—of—ILot 9 ABcc 730701 F1 I Floor 7eerence o tional American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:03 2015 Page 1 I D:2fdnnkV2M7uozMX2KV5Fgtya5Xn-9HgYoaHxBOLOV6JtBNZdRg8Vfzh_QpmkW 7wPOPzEzbg 0-1-8 H1 2-6-0of 910{, 2-0-0 o s g Scale=1:32.9 2x4 I 4x4= 3x10= 2x4= 3x10= 2x4 11 3x4= 2x4 11 2x4 11 2x4 I I 3x6 FP= 3x4 11 1 2 3 4 5 6 7 8 9 10 11 0 v 17 16 15 14 13 1 3x6= 3x6 FP= 3x12= 3x4= 4x4= 3x12= 3x6= 9-9-10 10-11-2 B-8-2 B-9-10 149-10 12-5-2 1311-2 15-4-8 9-3-10 8-8-2 0-4i8 1-0-0 1-0-0 4-8 1-6-0 1-6-0 5 4 8 Plate Offsets(X,Y)-- (5:0-1-8 Edge) [6:0-1-8,0-0-01,(14.0-1-8 Edgel (15:0-1-8 Edgel (19:0-1-8 0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) -0.30 15 >756 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(TL) -0.53 14-15 >429 240 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.10 12 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix) Weight:98 Ib FT=20%,F,11°1 E i LUMBER- BRACING- TOP CHORD 2x4 SP N0.2(flat)`Except` TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 1-9:2x4 SP M 30(flat) end verticals. BOT CHORD 2x4 SP No.2(flat)`Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 12-17:2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (Ib/size) 18=1137/0-5-4,12=1143/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3646/0,3-4=-3646/0,4-5=-4459/0,5-6=-4459/0,6-7=-4459/0,7-8=-3639/0, 8-9=-3639/0,9-10=-3639/0 BOT CHORD 17-18=0/2154,16-17=0/2154,15-16=0/4359,14-15=0/4459,13-14=0/4368,12-13=0/2156 WEBS 5-15=-366/132,6-14=-510/185,2-18=-2366/0,2-16=0/1649,3-16=-256/0,4-16=-788/0, 4-15=-192/571,10-12=-2373/0,10-13=0/1641,8-13=-253/0,7-13=-833/0, 7-14=-229/678 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. `,��1� ►//��, 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,��'^p S A. 1 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to ��O\V •.•••••• �e be attached to walls at their outer ends or restrained by other means. ,�� .••�[✓E Ns 5)CAUTION,Do not erect truss backwards. : :• ,o 3938• 3938 i � • •/"i', X • _ : W TE Z. 4. O N A`E�%`�� FL Cert. 6634 May 19,2015 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 11,1/1-7473 rev.02/1612015 BEFORE USE. Design valid for use oNy with Mltek connectors.This design Is based only upon parameters shown,and Is for an Individual"ding component. ^ Appik:ablity of design parameters and proper incorporation of component Is responsibility of building designer-not trim designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the t iding designer.For general guidance regarding MiTek fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalabie from Truss Plate kstifute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Terrano/Lot 9 ABCC 77086529 730701 FIA Floor 1 1 i Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:04 2015 Page i I D:2fdnnkV2M7uozMX2KV5Fglya5Xn-dTEx?wlZyKTF7Gu3144s_ugg5M 109GiuingyxrzEzbf 0-1-8 2-6-0 0� 9-� 2-0-0 � Scale=1:33.1 4x8= 4x8= 3x4= 3x4= 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 o v 17 16 15 14 13 3x6= 3x6 FP= 4x10= 3x4= 3x4= 4x10= 3x6= 9-9-10 10-11-2 8-8-2 &-10 10-9-10 19-7-4 8-8-2 0-4-8 1-0-0 1-0-0 0--8 8-8-2 Plate Offsets(X,Y)-- [5:0-1-8,Edge],(6:0-1-8,0-0-01,[11:0-1-8,Edgel,[14:0-1-8,Edge),(15:0-1-8,Edge],f19:0-1-8,0-1-01,!20:0-1-8,0-1-01 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) Vdef1 Vd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) -0.32 14-15 >730 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(TL) -0.56 14-15 >414 240 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.10 12 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight:99 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 20 SP No.2(flat)`Except` TOP CHORD Structural wood sheathing directly applied or 5-11-14 oc purlins, 1-9:2x4 SP M 30(flat) except end verticals. BOT CHORD 2x4 SP No.2(flat)`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 12-17:20 SP M 30(flat) 2-2-0 oc bracing:16-18. WEBS 2x4 SP No.3(flat) REACTIONS. (Ib/size) 18=1155/0-5-4,12=1155/0-4-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3723/0,3-4=-3723/0,4-5=-4603/0,5-6=-4603/0,6-7=-4603/0,7-8=-3719/0, 8-9=-3719/0,9-10=3719/0 BOT CHORD 17-18=0/2193,16-17=0/2193,15-16=0/4476,14-15=0/4603,13-14=0/4476,12-13=0/2193 WEBS 5-15=-396/115,6-14=-394/117,2-18=-2408/0,2-16=0/1691,3-16=-257/0,4-16=-832/0, 4-15=-171/616,10-12=-2408/0,10-13=0/1687,8-13=-256/0,7-13=-837/0, 7-14=-171/616 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 20 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ``��`*Pcj A. •,qC �I♦♦ 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to 6 ,. be attached to walls at their outer ends or restrained by other means. ��. •'•�Ci ENS*-. 1 ♦♦♦ 3938 :fir :- ATE :�44/ � ♦,♦ss'O N A`� % �111111� FL Cert. 6634 May 19,2015 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M147473 rev.02/16/2015 BEFORE USE. Design valid for use only with Mitek connectors.fits design is based only upon parameters shown,and Is for an Individual building component. Is for lateralilia ofdesign parameters ara Individual web mproper embers Incorporation orwl otemporary Is resporult Allty of building designer-not truss designer.&acing shown bracing to insure stability during construction Is the responsibillity of the '�ek erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.for general guidance regarding M fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avaAat 4e from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Terrano/Lot 9 ABCC 730701 F2 '.Floor 4 1 T1086530 Job Reference o tional American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries.Inc. Tue May 19 10:52:04 2015 Page 1 I D:2fdnnkV2M7uozMX2KV5Fglya5Xn-dTEx,wlZyKTF7Gu3144s_ughH M2h9M7uingyxrzEzbf 0-1-8 1-11-8 1 01 Scale 1:21.4 2x4 11 2x4 11 2x4- 3x4- 2x4 ! 2x4 11 3x4- 2x4- 1 2 3 4 5 6 1 � 12 a 1 1� 1 9 8 3x4= 3x6= 3x4- 3x6= 12-8-8 12-8-8 Plate Offsets(X,Y)-- (3:0-1-8 Edgel [4:0-1-8,0-0-01,f6:0-1-8 Edgel f8:0-1-8 Edgel f9:0-1-8 Edge1 (11:0-1-8,0-1-01f12:0-1-8,0-1-01 LOADING(psf) SPACING- 2-0-0 1 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 1 TC 0.57 Vert(LL) -0.17 7-8 >889 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 1 BC 0.88 Vert(TL) -0.40 9-10 >376 240 BCLL 0.0 Rep Stress Incr YES I WB 0.39 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2010ITP12007 j (Matrix) Weight:631b FT=20°6F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 10=741/0-5-4,7=741/0-3-4 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1933/0,3-4=-1933/0,4-5=-1933/0 BOT CHORD 9-10=0/1298,8-9=0/1933,7-8=0/1298 WEBS 5-7=-1423/0,2-10=-1423/0,5-8=0/793,2-9=01793 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ``/►/11111111/��,, . o�P'S A. .qC i'J. �.��.�,.•�\C E•N S�:e9 3938 O. ATE /►i11111► FL Cert. 6634 May 19,2015 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.02/1611015 BEFORE USE. Design valid for use only,.4th MiTek connectors.This design is based only upon parameters shown,and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members orgy. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Addltlonal permanent bracing of the overall structure Is the responsibility of the"ding designer.For general guidance regarding MiTek fabrication qualfty control,storage,delivery,erection and bracing.consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Rate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Terrano/Lot 9 ABCC I 77086537 730701 F3 '.Floor 1 1 Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620s Mar 272015 MiTek Industries,Inc. Tue May 19 10:52:05 2015 Page 1 I D:2fdnnkV2M7uozMX2KV5Fglya5Xn-5foJCGJB)db6lQSGJob5X5DIomN?umet_RPWTlzEzbe 0-1-8 H2 1ie� Scale=1:47.4 3x8= 3x4= 3x6= 3x4 II 3x6 FP= 3x4=3x4= 3x6= 3x4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 je 24 23 22 21 20 19 18 17 16 15 1 3x6= 3x4= 4x4= 3x6 FP= 3x8= 3x6= 3x6= 3x8= 12-7-4 27-9-4 12-7-4 15-2-0 Plate Offsets(X Y)-- f3:0-1-8 Edged f4:0-1-8 0-0-01 [10:0-1-8 Edged (11-0-1-8 Edge) 17:0-1-8,0-0-01,f18:0-1-8 Edged [22:0-1-8 Edged f23:0-1 8 Edged [25:0-1-8,0-1 Ol LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.97 Vert(LL) -0.21 23-24 >715 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(TL) -0.51 23-24 >292 240 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.06 15 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:140 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (Ib/size) 24=614/0-5-4,20=1886/0-4-0,15=79610-4-0 Max Grav24=669(LC 3),20=1886(LC 1),15=837(LC 7) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1558/0,3-4=-1558/0,4-5=-1558/0,5-6=0/1470,6-7=0/1470,7-8=-2047/0, 8-9=-2047/0,9-10=-2047/0,10-11=-2349/0,11-12=-2344/0,12-13=-2344/0 BOT CHORD 23-24=0/1142,22-23=0/1558,21-22=-371/-712,20-21=-371/712,19-20=-103/966, 18-19=0/2349,17-18=0/2349,16-17=0/2349,15-16=0/1494 WEBS 6-20=-288/0,2-24=-125210,5-20=-1629/0,2-23=-27/459,5-22=0/1125,4-22=-364/0, 13-15=-1644/0,7-20=-1993/0,13-16=0/940,7-19=0/1331,12-16=-288/0, 11-16=-161/342,10-19=-646/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 2x4 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to ��O� •.•••• �e �j be attached to walls at their outer ends or restrained by other means. `�� .••�G E N S+•• '9 ��i 5)CAUTION,Do not erect truss backwards. ;• V F•••,- r!, 3938 . ATE � :�U O .,416,0 N Ai-� `��. rrrul►�� FL Cert. 6634 May 19,2015 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.02/15/1015 BEFORE USE. Design valid for use only with Mffek connectors.This design Is based only upon parameters shown,and is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall stricture Is the responsibility of the building designer.For general guidance regarding MiTek fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,781 N.Lee Street Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Terrano/Lot 9 ABCC T7086532 730701 F4 .Floor 1 1 Job Reference o tional American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:06 2015 Page 1 1 D:2fdnnkV2M7uozMX2KV5Fglya5Xn-ZsMhQcJpUxjzMa 1 StV6K3Jl?IAnPd9W AD593?kzEzbd 0-1-8 H 2-6-0 2-5-12 22-0-0 0-6-0 15-8 0-1-8 Scab:1/4'=1' 2x4 11 4x8= 2x4= 3x4= 2x4 11 2x4 H 3x8= 2x4 11 3x6 FP= 2x4 I I 3x4= 2x4 II 3x4 I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 4 IIO �1� 25 23 22 21 20 1918 17 16 15 3x4= 3x6 FP= 3x8= 3x8= 4x10= 11-5-4 12-2-4 6-4-4 10.8-12 12-1-12 27-11-4 5-2-12 4 7-4-4 10.5-12 10 4 17--8 27-7-12 27 5-2-12 4-8 1-a0 3-1-8 0- - 4 4 15-5-8 0- 1-8 1-0-0 0-1-8 0-8-4 0-2-0 0-" 0-0-8 Plate Offsets(X Y)-- (3:0-1-8 Edge1 [4:0-1-8 0-0-0) (6:0-3-0 Edgel [21:0-1-8 Edgel (22:0-1-8 Edgel f24:0-1-8 0-1-01 (25:0-1-8 0-1-81 (26:0-1 8 0 1 81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) -0.22 22-23 >570 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.61 Vert(TL) -0.52 22-23 >243 240 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(TL) 0.06 15 n/a n/a BCDL 10.0 Code FBC2010/rP12007 (Matrix) Weight:142 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP M 30(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 8-14:2x4 SP No.2(flat) end verticals. BOT CHORD 2x4 SP M 30(flat)*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-19:2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (Ib/size) 23=509/0-5-4,20=1837/0-4-0,15=955/0-4-0 Max Grav23=602(LC 3),20=1837(LC 1),15=972(LC 7) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1213/180,3-4=-1213/180,4-5=-1213/180,5-6=0/1304,6-7=-655/0,7-8=-655/0, 8-9=-655/0,9-10=-3082/0,10-11=-3082/0,11-12=-2910/0,12-13=-2910/0 BOT CHORD 22-23=0/994,21-22=-180/1213,20-21=-984/138,19-20=-1304/0,18-19=-1304/0, 17-18=0/2149,16-17=0/3276,15-16=0/1791 WEBS 4-21=-470/0,6-20=-1247/0,2-23=-1089/0,5-21=0/1521,5-20=-752/0,13-15=-1971/0, 13-16=0/1238,11-16=-404/0,11-17=-309/0,10-17=-250/0,9-17=0/1129,9-18=-1747/0, 6-18=0/1784 NOTES- ,,��f111t1►IIII 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x6 MT20 unless otherwise indicated. �� ,...•.. �e�� 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 0�`�� .•��C ENS'•. i� 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1Od(0.131"X 3")nails. Strongbacks to, be attached to walls at their outer ends or restrained by other means. 3938 5)CAUTION,Do not erect truss backwards. 4. AT E : 441 O N A1-E��, rrnlll�� FL Cert. 6634 May 19,2015 Q WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.02116/2015 BEFORE USE. Design valki for use only with Mffek connectors.This design Is based only upon parameters shown,and Is for an Individual building component. • Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of individual web members only. Additkmd temporary bracing to Insure stability during construction Is the responstAilty of the MiTek' erector. Additional permanent bracing of the overall structure Is the responsibility of the Itcling designer.for general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Rate Institute,781 N.Lee Street Suite 312 Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 730701 F5 Floor i Terrano/Lot s ABCC T7086533 1 Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:07 2015 Page 1 1 D:2fdnnkV2M7uozMX2KV5Fgtya5Xn-12v3dyKRFFrq_kceQDdZcW 19Va7eMcmKRIudXAzEzbc 0-1-8 H 2-" 2-5-12 2-0-0—� 0:" 15--8 0-1-8 Sc:2:1/4"=1' 2x4 11. 4x8= 2x4= 3x4= 2x4 II 2x4 11 3x8= 2x4 11 3x6 FP= 2x4 II 3x4- 2x4 II 3x4 I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 4 I 26 o 41 251" 23 22 21 20 1918 17 16 15 3x4= 3x6 FP= 3x8= 3x8= 010= 11-58 6441 10-8-12 52-12 4-8 4 1-4-4 10-512 1 4 2-2 27-11-4 5-2-12 1-40 3-1-8 0-_ 8-12 15-9-0 1-0-0 0-1-8 0-612 Plate Offsets(X Y)-- f3:0-1-8 Edge] f4:0-1-8 0-0-01 f6:0-3-0 Edge] f21:0-1-8 Edgel f22:0-1-8 Edgel [24:0-1-8,0-1-01 [25:0-1-8,0-1-81 [26:0-1-8,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) -0.22 22-23 >570 360 MT20 244/190 TCDL10.0 Lumber DOL 1.00 BC 0.61 Vert(TL) -0.52 22-23 >243 240 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(TL) 0.06 15 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight:142 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP M 30(flat)`Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 8-14:2x4 SP No.2(flat) end verticals. BOT CHORD 2x4 SP M 30(flat)`Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-19:2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (Ib/size) 23=509/0-5-4,20=1837/0-4-0,15=955/0-6-0 Max Grav23=602(LC 3),20=1837(LC 1),15=972(LC 7) FORCES, (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1213/180,3-4=-1213/180,4-5=-1213/180,5-6=0/1304,6-7=-655/0,7-8=-655/0, 8-9=-655/0,9-10=-3082/0,10-11=-3082/0,11-12=-2910/0,12-13=-2910/0 BOT CHORD 22-23=0/994,21-22=-180/1213,20-21=-984/138,19-20=-1304/0,18-19=-1304/0, 17-18=0/2149,16-17=0/3276,15-16=0/1791 WEBS 4-21=-470/0,6-20=-1247/0,2-23=-1089/0,5-21=0/1521,5-20=-752/0,13-15=-1971/0, 13-16=0/1238,11-16=-404/0,11-17=-309/0,10-17=-250/0,9-17=0/1129,9-18=-1747/0, 6-18=0/1784 NOTES- 1)Unbalanced floor live loads have been considered for this design. ��-p P`S A q J* 2)All plates are 3x6 MT20 unless otherwise indicated. j �`v` •.••••••.• �e � 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �� .••�G E N$ -9�1�� 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to, :• �' _-F•••• [y be attached to walls at their outer ends or restrained by other means. 3938 •• 5)CAUTION,Do not erect truss backwards. � * �• -•: O. ATEAl .,;SS,ONA` 10% 111111111 FL Cert. 6634 May 19,2015 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M/67473 rev.0211612015 BEFORE USE. Design valid for use only with Mffek connectors.this design Is based only upon parameters shown,and is for an Individual building component. Appllcablity of design parameters and proper Incorporation of component Is respons�llfty of building designer-not buss designer.Bracing stx>wn Id, i� Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responslbllity of the building designer.For general guidance regarding Mi Tek fabrication,quality control,storage,delivery,erection and bractrlg,consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.781 N.Lee Street,Suffe 312,Alexandrka,VA 22314. Tampa,FL 33610 i Job Truss Truss Type Qty Ply Terrano/Lot 9 ABCC 77066534 730701 F6 Floor 3 1 Job Reference(optional) American Builders Supply. Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:08 2015 Page i ID:2fdnnkV2M7uozMX2KV5Fglya5Xn-WETRrIL30YzhctBq_w8o8krKQ_Tx53gTgPeA4czEzbb 0-1-8 H 2-" 2-5-12 i 2-0-0 1H_3&OLI Scale=1:47.4 2x4 I 5x6= 2x4= 3x4= 2x4 11 2x4 I 3x8= 2x4 11 3x6 FP= 2x4 11 3x4= 2x4 11 3x4 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 44 1" 111 23 22 21 20 1918 17 16 15 1 3x4= 3x6 FP= 3x8= 3x8= 4x10= 11-4-15 10-9-4 6d-4 10-7-12 5-2-12 4 1-44 10-6-41 1 -0-1 27-9-2 5-2-12 0--8 1-QO 32-0 0-- 7-1 15-7-8 1-0-0 0-0-8 0-1-8 0-7-11 Plate Offsets(X,Y)-- f3:0-1-8,Edgel,[4:0-1-8,0-0-01,f21:0-1-8,Edge),f22:0-1-8,Edge],(24:0-1-8,0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.22 22-23 >580 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.60 Vert(TL) -0.51 22-23 >246 240 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.05 15 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:140 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP M 30(flat)`Except` TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 8-14:2x4 SP No.2(flat) end verticals. BOT CHORD 2x4 SP M 30(flat)'Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-19:2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (Ib/size) 23=514/0-5-4,20=1826/0-4-0,15=945/Mechanical Max Grav23=604(LC 3),20=1826(LC 1),15=963(LC 7) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1224/159,3-4=-1224/159,4-5=-1224/159,5-6=0/1292,6-7=-533/0,7-8=-533/0, 8-9=-533/0,9-10=-2999/0,10-11—2999/0,11-12=-2869/0,12-13=-2869/0 BOT CHORD 22-23=0/999,21-22=-1 59/1224,20-21=-945/156,19-20=-1292/0,18-19=-1292/0, 17-18=0/2047,16-17=013214,15-16=0/1770 WEBS 4-21=-466/0,6-20=-1225/0,2-23=-1094/0,5-21=0/1503,5-20=-774/0,13-15=-1948/0, 13-16=0/1216,11-16=-381/0,11-17=-334/0,10-17=-250/0,9-17=0/1153,9-18=-1771/0, 6-18=0/1676 NOTES- 1) OTES 1)Unbalanced floor live loads have been considered for this design. %%t` 2)All plates are 3x6 MT20 unless otherwise indicated. %„%O\V •.••••••.• �e �i 3)Refer to girder(s)for truss to truss connections. ..% .'•\Ci E 4)"Semi-rigid pitchbreaks including heels”Member end fixity model was used in the analysis and design of this truss. I :• \' _ •' Frj �, 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks tZ 3938 be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. ATE • � sO N A` 0 FL Cert. 6634 May 19,2015 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.02116,2015 BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of brrilding designer-not from designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the Mitek' erector. Additional permanent bracing of the overall stricture is the responsibility of the building designer.For general guidance regarding fabdcation,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-84 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Teuano i Lot 9 ABCC 770865351 1730701 F6XFloor 1 1 Job Reference o tional American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:09 2015 Page 1 I D:2fdnnkV2M7uozMX2KV5Fglya5Xn-_R 1 g2eMins5XD 1 ml Ydf t hxNTVNnogVrdv3Njc3zEzba 0-1-8 2-6-0 2-5-12 2-0-0 1-5-4� Scale=1:34.6 2x4 11 5x8= 2x4 2x4= 3x8= 2x4 2x4 II 3x4 II 3x4= 3x6 FP= 3x4= 2x4 II 1 2 3 4 5 6 7 8 9 10 11 1 I i ?I ,o 18 17 1s 3 12 7x8= 3x6 FP= 4x6 II 3x6 II 6x10= 3x4_ 3x6— 3x4 3x4= 7-5-12 10-84 5-2-12 5- 4 64-4 74-4 6-11-8 10- 10. 2 19-10.8 5-2-12 0--6 1-0.0 1-0.0 0.-8 1-5-12 1-5-12 0-- 9-24 0-1-8 Plate Offsets(X Y)-- (3-0-1-8 Edge) f4:0-1-8 0-0-0) (11-0-1-8 Edge) (17:0-3-0 Edge) (19:Edge 0-3-0) f2O:O-1-8 0-1-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) -0.10 17-19 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(TL) -0.31 17-19 >397 240 BCLL 0.0 Rep Stress Incr NO WB 0.88 Horz(TL) 0.02 12 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:117 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 1-8:2x4 SP M 30(flat) end verticals. BOT CHORD 2x4 SP M 30(flat)*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 18-19:2x4 SP No.2(flat) 6-0-0 oc bracing:13-15. WEBS 2x4 SP No.3(flat) REACTIONS. All bearings 9-5-4 except Qt=length)19=0-5-4. (lb)- Max Grav All reactions 250 Ib or less at joint(s)except 19=1574(LC 1),12=275(LC 3),13=628(LC 3),15=1870(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 19-20=-284/0,1-20=-284/0,2-3=-3297/0,3-4=-3297/0,4-5=-3297/0 BOT CHORD 18-19=0/2807,17-18=0/2803,16-17=0/3297,15-16=0/2853,12-13=0/280 WEBS 3-17=-519/0,4-16=-677/0,6-15=-535/0,2-19=-3017/0,2-17=0/620,5-15=-3192/0, 5-16=0/1187,10-12=-310/0,10-13=-380/0,9-13=-270/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �� 11111.0 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to ,�� PS A. 1�e �� be attached to walls at their outer ends or restrained by other means. �� `v •.•••••• 4)CAUTION,Do not erect truss backwards. `��.••�G E N S••• '9 �� 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). :• �' [��, 3938 LOAD CASE(S) Standard = * :•�� 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) _ r Vert:12-19=-20,1-6=-288(F=-188),6-11=-1 00 „' --y .�-_ CL' AT E •�/ .0 T p. !�._do : FL Cert. 6634 May 19,2015 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M11.7473 rev.0211WO15 BEFORE USE. Design valid for use only with MiTek connectors.This design Is based only upon parameters shown.and Is for an Individual building component. Applicability of design parameters and proper incorporation of component Is responsibility of txdlding designer-not truss designer.Bracing shown Is for lateral support of Individual web members orgy. Additional temporary bracing to Insure stablllty during construction Is the responslWlity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building dFor esigner. general guidance regarding fabrication.quality control,storage,delivery,erection and bracing.consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalabie from Taus Plate lmfftute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Terrano/Lot 9 ABCC 730701 F7X :Floor Special 1 1 Job Reference(optional) T7o86536 American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:10 2015 Page i I D:2fdnnkV2M7uozMX2KV5Fgtya5Xn-SdbCG_NKYADOrBLD6LBGEgwimnFIZ3Am7j7HBVzEzbZ 0-1-8 0-1-8 X1_0-4+1-2-8 Scale=1:56.0 3x4= 3x4 II 3x4=3x4— 3x6 FP= 3x6 FP= 3x4 1 2 57 358 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 d 10 PR 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 3029 3x6=3x4— 3x4= 3x6 FP= 3x6 FP= 3x4 3-" 32-7-4 3-0-6 29-6-14 Plate Offsets(X Y)-- (1 Edge 0-1-81 (2:0-1-8 Edgel (3:0-1-8 Edge) (4:0-1-8 Edqe) (54:0-1-8 Edqe) (55:0-1-8 Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL) -0-00 55 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.23 Vert(TL) -0.01 54-55 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(TL) -0.00 56 n/a n1a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight:149 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)`Except` TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 1-12:2x4 SP M 30(flat) end verticals. BOT CHORD 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 29-6-14 except(jt=length)56=Mechanical. (lb)- Max Grav All reactions 250 Ib or less at joint(s)29,52,51,49,48,47,46,45,44,43,42,41,40,38,37, 36,35,34,33,32,31,30 except 56=1304(LC 1),53=711(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-56=-629/0,2-57=-662/0,3-57=-662/0,3-58=-657/0,4-58=-657/0 BOT CHORD 55-56=0/662,54-55=0/657 WEBS 3-54=-579/0,4-53=-668/0,2-56=-936/0,4-54=0/886 NOTES- 1)All plates are 2x4 MT20 unless otherwise indicated. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. ``��I 4)Refer to girder(s)for truss to truss connections. ,%��p Pg A. q r►,� 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ��r• ,.•••• 'n 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1Od(0.131"X 3")nails. Strongbacks to �� .'•�C E N S O be attached to walls at their outer ends or restrained by other means. : :• V F•�•. l j i 3938 LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:29-56=-20,1-58=-208,28-58=-100 rQ Concentrated Loads(lb) ATE ((/ Vert:1=-580 57=-580 ��• A, P•••��(/` •< 0RI, % FL Cert. 6634 May 19,2015 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.02(76/2015 BEFORE USE. Design valkil for use only with MIIek connectors.This design Is based only upon parameters shown,and Is for an individual building component. Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsItAlity,of the MiTek' erector. Additional permanent bracing of the overall structure is the id responsibility of the"ding designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandrki.VA 22314. Tanga,FL 33610 Job Truss Truss Type Qty Ply Terrano/Lot 9 ABCC 730701 FG Floor Girder 1 1 T7086537 Job Reference o tionat American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:11 2015 Page I 3x6 ( I D:2fdnnkV2M7uozMX2KV5Fglya5Xn-wp9aTJNyJTLFTLwPf2iVmMToGBU U IX8wMNsggxzEzbY 4x6 � 1-10-0 3x6 1 6 2 7 3 THA422 THA422 Scale=1:9.5 0 e 5 3x6= 3x6= 0-11-0 4-2-0 0-11-0 3-3-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.84 Vert(LL) 0.00 5 '•`• 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.68 Vert(TL) -0.12 4-5 >408 240 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:30 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 5=1067/0-4-0,4=1489/0-4-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-5=-26110,3-4=-683/0 BOT CHORD 4-5=0/1311 WEBS 2-4=-1519/0,2-5=-1519/0 NOTES- 1)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Use Simpson Strong-Tie THA422(6-16d Girder,6-10d Truss)or equivalent spaced at 2-0-0 oc Max.starting at 1-5-12 from the left end to 3-5-12 to connect truss(es)to back face of top chord. 4)Fill all nail holes where hanger is in contact with lumber. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard `� S A 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) ��,�.�••'�G E N S+'• i� Vert:4-5=-20,1-3=-100 ` ;• V �•�•.�j,y, Concentrated Loads(Ib) = 3938 .'i Vert:6=-1043(B)7=1043(6) ,Hb • ATE '441 *4,111111111,11, FL Cert. 6634 May 19,2015 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M*7473 rev.02/16,2015 BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and h for an Individual building component. , Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsiblllty,of the erector. Additional permanent bracing of the overall structure Is file responsibility of the building designer.For general guidance regarding MiTek• fabrication,quality control,storage,delivery,erection(Ind bracing,consult ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component Safety Information avaloble from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 6904 Parke East Blvd. Tampa,FL 33610 Job Truss Truss Type Qty PlyTerrano/Loi 9 ABCC 77086538 1730701 FG1 �,Flat Girder 1 2 Job Reference(optional) T American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:12 2015 Page 1 ID:2fdnnkV2M7uozMX2KV5Fglya5Xn-00jygfOa4nT64VVcDmDkJa?4Mbm21 ra3blcODOzEzbX 0-611 4-2-11 7-6.15 10-11-4 14-5-4 0.611 3-60 1 3-4-4 3-4-4 360 Scale=1:25.1 3x4 II 2x4 11 4x8= 2x4 I! 7x6= 1 2 7x8 3 13 q 5 6 12 14 15 10 16 9 17 8 18 19 7 11 8x8= 2x4 11 8x8= 3x4 3x10 I HUS26 HUS26 HUS26 HUS26 HHUS26-2 Special 2x4 11 HUS26 HUS26 0-8-11 66-11 4-2-11 7815 14114 14•5-4 66-11 � 36-0 3-44 3-4-4 380 62-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.09 9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.31 9 >525 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.94 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Wind(LL) 0.07 9 >999 240 Weight:159 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-1 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-12:2x6 SP No.2 REACTIONS. (Ib/size) 7=1605/Mechanical,11=2415/0-4-0 Max Grav7=1720(LC 13),11=3192(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=0/343,1-2=-565/47,2-3=-4326/0,3-13=-4326/0,4-13=-4326/0,4-5=-4451/0, 5-6=-4451/0,6-7=-1563/0 BOT CHORD 11-12=-47/565,11-14=-47/565,14-15=-47/565,10-15=-47/565,10-16=016303, 9-16=0/6303,9-17=0/6303,8-17=0/6303,8-18=0/380,18-19=0/380,7-19=0/380 WEBS 2-11=-1979/0,2-10=0/4209,3-10=-804/0,4-10=-205710,4-9=-234/353,4-8=-1926/0, 5-8=-824/0,6-8=0/4234 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. PS A 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply ��O� •.•••• �e/�/ connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �� •'•\C E Ns•• '9 �� 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft eave=oft;Cat.Il; :• �' v_.F•�'. r.�, Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4 3938 4)Provide adequate drainage to prevent water ponding. 5)Concentrated loads from layout are not present in Load Case(s):#3 Dead+Uninhabitable Attic Without Storage;#4 Dead+0.6 MWFRS Wind(Pos.Internal)Left;#5 Dead+0.6 MWFRS Wind(Pos.Internal)Right;#6 Dead+0.6 MWFRS Wind(Neg.Internal)La #7 Dead+0.6 MWFRS Wind(Neg.Internal)Right;#8 Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel;#9 Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel;#10 Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel;#11 Dead+0.6 MWFRS Wind(Neg. ATE Internal)2nd Parallel;#16 Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left);#17 Dead+0.75 Roof Live(bal.)+ Q••, �(/ 0.75(0.6 MWFRS Wind(Neg.Int)Right);#18 Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel);#19 Dead+� AN 0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel). -*, ` C 0 R •\��`�� 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. SSS••• •••�\ �� 7) This truss n the bottom designed and r a live to d of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 10r 0 N A fit 8)Refer to girder(s)for truss to truss connections. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)Use Simpson Strong-Tie HUS26(14-1od Girder,4-1Od Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at FL Cert. 6634 2-0-0 from the left end to 11-6-8 to connect truss(es)to back face of bottom chord. 11)Use Simpson Strong-Tie HHUS26-2(14-10d Girder,4-1Od Truss)or equivalent at 13-5-11 from the left end to connect truss(es)to May 19,2015 Q WARNING.Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.0 211 62 0 1 5 BEFORE USE. Design valid for use only with MITek connectors.TMs design Is based only upon parameters shown,and Is for an Individual building component. , Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of ktdlviduai web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.for general guidance regarding MiTek• fabrication,quality control,storage,delivery-erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Insfriute,781 N.Lee Street,Suite 312,Alexandrk3.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Terrano/Lot 9 ABCC T70t36538 730701 FGt I Flat Girder 1 n G Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:12 2015 Page 2 NOTES- 1 D:2fdnnkV2M7uozMX2KV5Fglya5Xn-00jygfOa4nT64VVcDmDkJa?4Mbm21 ra3bl cODOzEzbX 12)Fill all nail holes where hanger is in contact with lumber. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1304 Ib down at 0-2-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-6=-248,7-12=-20 Concentrated Loads(lb) Vert:12=-565(B)9=35(B)14=35(B)15=35(B)16=35(B)17=35(B)18=35(B)19=107(B) WARNING•Verity design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.01(16)2015 BEFORE USE. Design valid for use only with Mffek connectors.TMs design Is based only upon Parameters shown,and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of bullding designer-not Truss designer.Bracing shewn Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity,of the Mitek erector. Additional pennanent bracing of the overall structure Is the responsibility of The building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Rate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss 1 Truss Type I Qty Ply Terrano/Lot 9 ABCC 730701 FG2 ',FLAT GIRDER 1 77086539 n L Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:14 2015 Page 1 I D:2fdnnkV2M7uozMX2KV5Fglya5Xn-KOrj5LOgcOkgKoe_LBFCO?5M4OUrVkNM2L5UHGzEzbV 3-1-3 6-0-10 9-0-1 12-1-4 3-1-3 2-11-7 2-11-7 3-1-3 Scale=1:20.3 4x8= _ 1 11 2 12 13 14 3 15 16 4 17 5 0 I TTF TO I 18 9 19 20 8 21 22 7 23 24 6 10 10x10= HUS26 12x14= HUS26 2x4 II HUS26 HUS26 12x14= HUS26 10x10= HUS26 HUS26 HUS26 HUS26 3-1-3 6-0-10 9-0-1 12-1-4 3-13 2-11-7 2-11-7 3-13 Plate Offsets(X,Y)-- [6:0-5-0,0-3-01,[7:0-7-0,0-5-01,f9:0-7-0 0-5-01 [10:0-5-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) 0.12 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(TL) -0.30 7-8 >467 240 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Wind(LL) 0.08 7-8 >999 240 Weight:152 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-14 oc purlins, except BOT CHORD 2x6 SP 240OF 2.0E end verticals. WEBS 2x4 SP No.3`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-10,5-6:2x8 SP No.2,1-9,5-7:2x4 SP No.2 REACTIONS. (Ib/size) 10=2800/0-5-4,6=5143/0-4-0 Max Uplift6=-376(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-2417/0,1-11=-6212/0,2-11=-6212/0,2-12=-6212/0,12-13=-6212/0, 13-14=-6212/0,3-14=-6212/0,3-15=-8272/279,15-16=-8272/279,4-16=-8272/279, 4-17=-8272/279,5-17=-8272/279,5-6=-4164/247 BOT CHORD 10-18=0/1062,9-18=0/1062,9-19=-120/10691,19-20=-120/10691,8-20=-120/10691, 8-21=-120110691,21-22=-120/10691,7-22=-120/10691,7-23=-54/1603,23-24=-54/1603, 6-24=-54/1603 WEBS 1-9=0/5396,2-9=-703/0,3-9=-4671/373,3-8=-244/1138,3-7=-2523/0,4-7=-690/9, 5-7=-236/6988 NOTES- 1) OTES 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: ��-n Pcj A, ,qC ♦�♦♦ Top chords connected as follows:2x8-2 rows staggered at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. O`V ••••••. Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc. �� CEN •�B ♦♦ Webs connected as follows:2x4-1 row at 0-9-0 oc. �� __ ',=lj !rte 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to pIQ 3938 connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. _ Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. :,rQ. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ATE 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Q fit between the bottom chord and any other members. �♦T• 'P� f3 ` P.•��`�� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 376 Ib uplift at joint 6. ♦i�`'S'• \�`� 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. I is 9)Use Simpson Strong-Tie HUS26(14-10d Girder,4-1 Od Truss,Single Ply Girder)or equivalent spaced at 2-3-2 oc max.starting at 2-0-0 ♦♦11110 N A'� � from the left end to 11-9-10 to connect truss(es)to front face of bottom chord. 10)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss)or equivalent at 7-0-0 from the left end to connect truss(es)to back face of bottom chord. 11)Use Simpson Strong-Tie HUS26(14-1Od Girder,4-1Od Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at FL Cert. 6634 9-0-0 from the left end to 11-0-0 to connect truss(es)to back face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. May 19,2015 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MII-7473 rev.0211612015 BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an individual building component. , AprAicabllty,of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stabltty during construction Is the responslbllity of tate erector. Additional permanent bracing of the overall structure Is the responsibility of The building designer.For general guidance.regarding MiTek' ; fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Hate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Terrano/Lot 9 ABCC 77086539 730701 FG2 FLAT GIRDER 1 2 Job Reference o tional American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:14 2015 Page 2 NOTES- I D:2fdnnkV2M7uozMX2KV5Fglya5Xn-KOrj5LQgcOkgKoe_LBFCO?5M4OUrVkN M2L5UHGzEzbV 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1376 Ib down and 250 Ib up at 11-9-10,300 Ib down and 54 Ib up at 0-3-10 ,80 Ib down and 15 Ib up at 2-0-0,158 Ib down and 29 Ib up at 4-0-0,215 Ib down and 39 Ib up at 5-5-0,and 215 Ib down and 39 Ib up at 7-5-0,and 215 lb down and 39 Ib up at 9-5-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-5=-208,6-10=-20 Concentrated Loads(lb) Vert:1—300 5=-1 376 6=53(F)7=-721(B)11=-80 12=-158 14=-215 15=-215 17=-215 18=53(F)19=53(F)20=53(F)21=-1639(B)22=53(F)23=53(F)24=-721(B) WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.02716)2015 BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding MOW MitRek. fabrication,qualify control,storage,delivery,erection and bracing,consult ANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Padre East Blvd. Safety Information avallable from Truss Plate Institute.781 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Terrano i Lot 9 ABCC T7D86540 730701 FG3 .FLOOR 1 n G Job Reference o tional American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 KTek Industries,Inc. Tue May 19 10:52:14 2015 Page 1 I D:2fdnnkV2M7uozMX2KV5Fgya5Xn-KOrj5LQgcOkgKoe_LBFCO?5JAOTgVm EM2L5U HGzEzbV 3-6-14 7-4-6 11-1-14 14-11-5 18-8-13 22-6-5 26-0-9 29{_14 3-6-14 3-9-8 3-9-8 3-9-8 3-9-8 3-9-8 3-6-4 3f>-5 Scale=1:52.3 3x4= 4x4 I 3x6= 4x6= 4x10= 5x6= 3x8- 2x4 li 4x12= 6x6 1 2 3 4 5 6 7 8 9 21 0 0 N 20 19 18 3x4 I 17 16 15 14 13 12 11 10 2x4 I I 7x8= 2x4 I 1 410= 6x10 MT20HS= 700= 2x4 11 5x8= 5x8= HGUS26-2 7-4-6 11-1-14 14-11-5 18-8-13 22-6-5 26-0-9 29-6 14 3-0� d-6-f3 3-9-8 3-9-8 3-9 3-6-4 Plate Offsets(X,Y)-- f5:0-3-0,0-3-01 [8:0-5-0.0-1-121,112:0-2-0,0-4-121,[13:0-4-4 Edge) [18:0-2-4 0-3-4) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL) -0.42 13-14 >741 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.78 Vert(TL) -0.7913-14 >391 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(TL) 0.03 21 rVa n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:317 Ib FT=20 i LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-7-10 oc purlins, except BOT CHORD 2x4 SP No.3*Except* end verticals. 18-19:2x4 SP No.2,13-17:2x4 SP M 31,10-13:2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3`Except` 6-0-0 oc bracing:18-19. 9-10,8-12:2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 19=-224/Mechanical,18=3001/0-6-0,21=3469/Mechanical Max Upliftl9=-350(LC 4) Max Grav 1 8=3001(LC 1),21=3472(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=0/538,2-3=0/1141,3-4=-3829/0,4-5=-1 0054/0,5-6=-10065/0,6-7=-12494/0, 7-8=-12494/0,8-9=-897/0,10-20=0/3316,9-20=0/3316 BOT CHORD 18-19=-538/0,2-18=-753/0,15-16=0/7425,14-15=0/7425,13-14=0/11851, 12-13=0/1 1856,11-12=0/6940,10-11=0/6940 WEBS 16-18=0/3641,3-18=-5000/0,3-16=0/1118,4-16=-3988/0,4-14=0/2888,5-14=-334/0, 6-14=-1965/0,6-12=0/1376,7-12=-264/17,8-12=0/6116,8-10=-6830/0 NOTES- ,``�,�\1CJ1I 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: � .••• ACv j Top chords connected as follows:2x4-1 row at 0-7-0 oc. , `� .•'\G E N S+'•, -9 # Bottom chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. �� __F �•, j y, Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 7-12 2x4-2 rows staggered at 0-2-0 oc. 3938 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to PTP connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)All plates are MT20 plates unless otherwise indicated. 1 5)Refer to girder(s)for truss to truss connections. ATE 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 350 Ib uplift at joint 19. Q•• �(/ 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be �� •. R \� �� attached to walls at their outer ends or restrained by other means. �j SSS• ••�` `�� 9)Use Simpson Strong-Tie HGUS26-2(20-10d Girder,6-10d Truss)or equivalent at 22-6-5 from the left end to connect truss(es)to front N A face of bottom chord. tfO 11111 `It�� 10)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard FL Ceti. 6634 May 19,2015 611111111111111111 7,:&7WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M147473 rev.02(1612015 BEFORE USE.n valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an individual building component. ppicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the resporuibllity of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.for general guidance regarding Mt IT Qk fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component Safety information avalable from Truss Parke East Blvd. s Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,Parke East Job Truss Truss Type Qty Ply Terrano/Lot 9 ABCC 77086540 730701 FG3 ',FLOOR 1 2 Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:15 2015 Page 2 1 D:2fdnnkV2M 7uozMX2K V 5Fq Iya5Xn-obO6JhQTN is hxyD BuumRxCd Uwopv E DTV H?g2gj z Ezb U LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-9=-100,18-19=-20,10-17=-20 Concentrated Loads(lb) Vert:12=-2768(F) Q WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.02176/2015 BEFORE USE. Design valid for use only with Mffek connecfors.This design Is based only upon parameters shown,and is for an IndlAdual budding component. Applk:abAlty of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of individual web members only. Addlional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding MiTek Fabrication,quality control,storage.delivery,erection and bracing,consult ANS17TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Irstdute,781 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss TypeQty Ply Terrano/Lot 9 ABCC T7086541 730701 FG4 ''FLOOR 1 n Job Reference(optional) G American Builders Supply, Sanford.FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:16 2015 Page 1 I D:2fdnnkV2M7uozMX2KV5Fgtya5Xn-HnyTW 1 R570_YZ6oNScHgTOAjfC9ZzebfWfabM9zEzbT 1-0-0 4-1-15 7-2-1 10-4-0 1-0-0 3-1-15 3-0-3 3-1-15 Scale=1:18.2 2x4 II 6x6= THA422 4x8= THA422 2x4 11 THA422 300= 1 2 12 3THA422 13 4 14 15 5 1 i f 6• 10 i i o 11 16 4x6= 1.5x8 STP= 94x4 11 8 7 HUS26 ILI 7x8= 7x6= 6x10= Special HUS26 3x4 11 1-0-0 4-1-15 7-2-1 10-4-0 1-0-0 3-1-15 3-0-3 3-1-15 Plate Offsets(X,Y)-- [8:0-3-0,0-3-41,[10:0-6-4,0-4-81 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.04 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.09 7-8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Wind(LL) 0.01 8 >999 240 Weight:133 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP No.2'Except" end verticals. 2-9:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3`Except` 3-7,5-7:2x4 SP No.2 REACTIONS. (Ib/size) 11=1530/0-8-0,6=1569/Mechanical Max Uplift11=-140(LC 4),6=-237(LC 5) Max Grav 11=3454(LC 12),6=2789(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-12=-3047/145,3-12=-3047/145,3-13=-4105/278,4-13=-4105/278,4-14=-4105/278, 14-15=-4105/278,5-15=-4105/278,5-6=-2553/185 BOT CHORD 11-16=-123/2496,10-16=-123/2611,2-10=-45/1447,8-9=-46/965,7-8=-246/4745 WEBS 2-11=-3360/162,8-10=-197/3789,3-10=-1646/101,3-8=-1017/85,3-7=-737/142, 4-7=-1673/99,5-7=-298/4441 NOTES- 1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: %011��11111I1�� Top chords connected as follows:2x4-1 row at 0-3-0 oc. ,�� PS A, I Bottom chords connected as follows:2x6-2 rows staggered at 0-3-0 oc,2x4-1 row at 0-9-0 oc. ��O`�t •.••••••.• �e �j� Webs connected as follows:2x4-1 row at 0-9-0 oc. ♦♦♦� .•'�G E N S+'• ,'9 �� 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply♦ :• �' •-•.�[��,. connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3938 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=oft;Cat.IC * •• Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. _ EQ 6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will • ATE : 44/ZZ fit between the bottom chord and any other members. -.0 % 7)Refer to girder(s)for truss to truss connections. T ••� Q;•• ♦♦ 8)Provide metal plate or equivalent at bearing(s)6 to support reaction shown. �i O R I ..-` \ ♦♦ 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 140 Ib uplift at joint 11 and 237 Ib uplift at ��I SISI••••••• �\ %% joint 6. 'F11110NA A;It,%%% 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)Use Simpson Strong-Tie HUS26(14-1OdGirder,4-1 Od Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 7-2-12 from the left end to 9-2-12 to connect truss(es)to front face of bottom chord. 12)Use Simpson Strong-Tie THA422(6-16d Girder,6-1 Od Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-5-12 from the left FL Cert. 6634 end to 8-5-12 to connect truss(es)to back face of top chord. 13)Fill all nail holes where hanger is in contact with lumber. May 19,2015 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev.0 211 6,2 0 1 5 BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component. , Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during constructk>n Is the responsibility of the WOWerector. Additional permanent tracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,graltty control,storage,delivery,erection and bracing,consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bbd. Safety Information available from Truss Plate Institute,781 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Terrano/Lot 9 ABCC 77086541 730701 FG4 FLOOR 1 2 Job Reference(optional) American Builders Supply. Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:16 2015 Page 2 NOTES- ID:2fdnnkV2M7uozMX2KV5Fglya5Xn-HnyTW 1 R570_YZ6oNScHgTQAjfC9zzebfWfabM9zEzbT 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1123 Ib down at 0-5-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-5=-60,10-11—20,6-9=-20 Concentrated Loads(Ib) Vert:3=-361(6)7=-245(F)12=-361(8)13=-361(6)15=-361(B)16=-361(13)17=-245(F) Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.02716,2015 BEFORE USE. Design valid for use only with Mirek connectors.This design Is based only upon parameters shown,and is for an Individual bulalng component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.&acing shown MR is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additarxl permanent bracing of itne overall structure lv the responsibility of the lxllalng designer.Forgeneral guidance regarding Mitek' fabrication,quality,control,storage,delivery,erection and bracing,consult ANSI/TPI t Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 72314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Terrano/Lot 9 ABCC 77086542 730701 FGS Fiat Girder 1 2 Job Reference(optional) American Builders Supply. Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:17 2015 Page 1 I D:2fdnnkV2M7uozMX2KV5Fglya5Xn-IzW rkNSj uJ6PBGNZOJpvOdjyncZYh6sokJJ8ubzEzbS 1-1-7 3-2-4 5-3-1 6-4-8 1-1-7 2-0-13 2-0-13 1-1-7 Scale=1:12.4 5x6— 2x4 II 3x8= 2x4 II 5x6= T 1 2 3 4 5 I Li 9 11 8 12 HUS26 2x4 11 HUS26 7 7x8 7x8= — HGUS26-2 10 2x4 2x4 116 1-1-7 3-2-4 5-3-1 6-4-8 1-1-7 2-0-13 2-0-13 1-1-7 Plate Offsets(X,Y)-- (7:0-1-8,0-4-121,(9:0-3-0,0-4-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ydefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.01 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.03 7-8 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.94 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2010/rP12007 (Matrix-M) Wind(LL) 0.00 8 >999 240 Weight:74 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 10=683/0-3-8,6=1536/0-5-0 Max Uplift10=-144(LC 4),6=-136(LC 4) Max Grav10=881(LC 2),6=3116(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-881/150,1-2=-882/144,2-3=-882/144,3-4=-2525/136,4-5=-2525/136, 5-6=-2602/142 BOT CHORD 9-11=-261/2200,8-11=-261/2200,8-12=-261/2200,7-12=-261/2200 WEBS 1-9=-202/1237,3-9=-1490/130,3-8=-55/414,3-7=-366/429,5-7=-190/3543 NOTES- 1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-2-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. , 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply `��-A PS A, q J# connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �� \ter,'GEN nn �� 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=oft;Cat.11; ��.�.0.''G E•N 3•'v,9 �0 Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. % 3938 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilt fit between the bottom chord and any other members. — �! 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 144 Ib uplift at joint 10 and 136 Ib uplift at i �! joint 6. . . ATE • 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. -00 % 9)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-4'i T 'C , p;•'��,�� from the left end to 4-0-4 to connect truss(es)to back face of bottom chord. %#�``s"A,' � O R '•. •••• •.•' `� 10)fUse Simpson ace of bottom Strong Tie HGUS26-2(20-10d Girder,8-10d Truss)or equivalent at 5-3-1 from the left end to connect truss(es)to back iii S/p N A - 11)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 FL Cert. 6634 May 19,2015 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MIP7473 rev.021152015 BEFORE USE. Design valid for use only with MITek connectors.This design B based only upon parameters shown,and Is for an individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of kldtMual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general gukiarlce regarding Mi lT er k fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/7111 Quality Criteria,DSB-89 and BCSI Building Component e East Bbd. Safety Information avallabie from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,6904 Parke 33610 , Job Truss Truss Type Qty Ply Terrano/Lor 9 ABCC 770865421 730701 FGS Flat Girder r 2 Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:17 2015 Page 2 I D:2fdnnkV2M7uozMX2KV5Fglya5Xn-IzW rkNSiW6PBGNZOJpvOdjyrlcZYh6sokJJBubzEzbS LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-5=-60,6-10=-20 Concentrated Loads(Ib) Vert:7-1 290(B)11=-221(B)12=-221(B) Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MI1-7473 rev.0211&2015 BEFORE USE. Design valid for use only with Mliek connectors.This design is based only upon parameters shown,and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not miss designer.&acing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building g designer.For general guddance regarding MiTek fabrication,quality control,storage,delivery,erection and tracing,consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bt/d. Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexc nxdda,VA 22314. Tampa,FL 33610 Job russ Truss Type Qty �'72 TeuanolLot9 ABCC 730701 FG6 .FLAT GIRDER 1 27086543 ob Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:18 2015 Page 1 I D:2fdnnkV2M7uozMX2KV5Fglya5Xn-DA4DkITLfdEGoQyla0K8YrF?30gcCZPyzz3iC 1 zEzbR 3-2-8 6-3-4 9-4-0 12-4-12 15-7-4 3-2-8 3-0-12 3-0-12 3-0-123-2-8 Scale=1:26.7 1 6x10 2x4 11 4x8= 2x4 11 6x12= 3x4 ! = , 13 2 14 3 15 4 5 6 0 a 11 1 LTL PF 16 11 17 10 18 19 9 20 8 21 12 10x14 MT20HS= 2x4 I 7x8= 2x4 11 7 5x8_ HHUS46 HHUS46 Special HUS26 HUS26 4x8— HHUS46 HUS26 HUS26 3-2-8 6-3-4 9-42 12-4-12 15-7-4 3-2-8 3-0-12 3-0-12 3-0-12 3-2-8 Plate Offsets(X,Y)-- (1:Edge,0-1-8) LOADING(psf) SPACING- 2-0-0 CSL DEFL- in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.87 Vert(LL) -0.21 9-10 >861 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(TL) -0.64 9-10 >286 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.92 Horz(TL) 0.07 7 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Wind(LL) 0.07 9-10 >999 240 Weight:173 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except BOT CHORD 2x6 SP 240OF 2.0E end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-12,6-7:2x6 SP No.2,1-11,5-7:2x4 SP M 30,3-11,3-9,5-9:2x4 SP No.2 REACTIONS. (Ib/size) 12=4550/0-6-0,7=2740/0-5-4 Max Grav 12=5232(LC 2),7=2767(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-4072/0,1-13=-11080/0,2-13=-11080/0,2-14=-1 1080/0,3-14=-1 1080/0, 3-15=-12201/0,4-15=-12201/0,4-5=-12201/0,5-6=-581/0,6-7=-332/0 BOT CHORD 12-16=0/1442,11-16=0/1442,11-17=0/1 5493,10-17=0/1 5493,10-18=0/1 5493, 18-19=0/1 54 93,9-19=0/15493,9-20=0!7369,8-20=0/7369,8-21=0/7369,7-21=0/7369 WEBS 1-1 1=0/1 0125,2-11=-I 526/0,3-11=-4675/0,3-10=0/1588,3-9=-3449/0,4-9=-544/0, 5-9=0/5063,5-7=-7132/0 NOTES- 1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-8-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. ��0\�r P•.... ,'9�e�� 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply�� .'��G ENS•' '9 �� connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. :• F•�'T�lr�, 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=oft;Cat.Ili 0 3938 Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 • •• 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. — 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r¢ 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 widewill ATE fit between the bottom chord and any other members. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �iO'nc•'•�� O R \'o 9)Use Simpson Strong-Tie HHUS46(14-10d Girder,6-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at �0`' \� 1-5-4 from the left end to 5-5-4 to connect truss(es)to front face of bottom chord. �i SSS •••• �\ �� 10)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-2-8 oc max.starting at ��, 0 N A` 8-0-12 from the left end to 14-3-4 to connect truss(es)to front face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1120 Ib down and 203 Ib up at 1-5-8,and 387 Ib down and 70 Ib up at 3-5-8,and 387 Ib down and 70 Ib up at 5-5-8 on top chord,and 978 Ib down at 7-5-7 on FL Cert. 6634 bottom chord. The design/selection of such connection device(s)is the responsibility of others. May 19,2015 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.0211612015 BEFORE USE. Design valid for use only with MiTek connectors.this design Is Lased only upon parameters shown,and Is for an individual building component. Applicability of design parameters and proper Incorporation of component I%responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only. Additional Temporary bracing to Insure stability during construction is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plafe Institute,781 N.Lee Street Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty ply Terrano/Lot 9 ABCC 730701 FG6 T7086543 .FLAT GIRDER �1 n G Job Reference optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:18 2015 Page 2 I D:2fdnnkV2M7uozMX2KV5Fglya5Xn-DA4DxjTLfdEGoQylaOKBYrF?30gcQZPyzz3iQ t zEzbR LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-6=-208,7-12=-20 Concentrated Loads(lb) Vert:11=-299(F)2=-3878=-47(F)13=-1120 14=-38716=-299(F)17=-299(F)18=-978(F)19=-33(F)20=61(F)21.50(F) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rev.02116/2015 BEFORE USE. Design valid for use only with MITek connectors.This design is based only upon parameters shown,and Is for an individual building component. . Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not muss designer.Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to In"e stability during construction Is the responsibility of the Mitek' erector. Additional permanent bracing of the overall struchae Is the responsibility of the building designer.For general guidance regarding fabrication,cludity control,storage,delivery,erection and bracing,consult ANSI/TPI i Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalabie from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Terrano/Lot 9 ABCC 77086544 730701 FG7 !FLAT i1 n G Job Reference o optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:19 2015 Page 1 ID:2fdnnkV2M7uozMX2KV5Fglya5Xn-hMec93TzQxM7QaXy7krN52oG8PLA9765CdoFzUzEzbO 3-10-7 7-8-14 3-10-7 3-10-7 Scale=1:14.9 4x4= 2x4 11 4x4= 1 7 2 8 3 i 55x8= 4 62x4 II 2x4 11 3-10-7 7-8-14 3-10-7 3-10-7 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) -0.01 5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.11 Vert(TL) -0.07 5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.51 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC20101TP12007 (Matrix-S) Wind(LL) 0.02 5 >999 240 Weight:74 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 6=998/0-6-0,4=998/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-945/0,1-7=-2045/0,2-7=-2045/0,2-8=-2045/0,3-8=2045/0,3-4=-945/0 WEBS 1-5=0/2123,2-5=-1101/0,3-5=0/2123 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2pst;BCDL=4.2psf;h=15ft;B=45ft;L=24tt;eave=oft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 7-7-2 zone;cantilever left and 1111111 right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `,,,►1 III�� 4)Provide adequate drainage to prevent water ponding. ,�% 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��O`V, •.•••• �e �j� 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will `�� .'•�G E N 5'•• •q �� fit between the bottom chord and any other members. :• F••. r 7)Refer to girder(s)for truss to truss connections. 3938 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and r/2"gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard �FQ 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ATE Uniform Loads(pit) Vert:1-3=-248,4-6=-20 �. .'c4 G R SS1O N AL E ��% hilllli FL Cert. 6634 May 19,2015 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MI47473 rev.0 211 6/2 0 1 5 BEFORE USE. Design valid for use oNy with Mffek connectors.This design Is based only upon parameters shown,and Is for an Ind Adual building component. Applicability of design parameters and proper Incorporation of component Is respons"Ilty of building designer-not miss designer.Bracing shown Is for lateral support of Indlviduai web members only. Additional temporary lxacing to Insure stablity during construction Is the responsibility of the MiTek' erector. Additional permanent bracing of the overall stricture is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consLdt ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalfabie from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type 7ty Ply Terrano!Lot 9 ABCC T7086545 FGE 730701 02i Floor Supported Gable 1 Job Reference(optional) American Builders Supply. Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:19 2015 Page i ID:2fdnnkV2M7uozMX2KV5Fgtya5Xn-hMec93TzQxM7QaXy7krN52oMwPMU9EU5CdoFzUzEzbQ Scale=1:15.7 13x4 11 2 3 4 5 6 73x4 I I i o e ' I I 14 13 12 11 10 9 8 3x4 3x4 8-3-8 8-3-8 Plate Offsets(X,Y)-- (1:Edge,0-1-8),[14:Edge,0-1-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.03 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 8 n/a rVa BCDL 10.0 Code FBC2010ITP12007 (Matrix) Weight:39 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 8-3-8. (Ib)- Max Gray All reactions 250 Ib or less at joint(s)14,8,13,12,11,10,9 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 2x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ,,`,'„'1"',`,,' .�%��P`S .. .1 �•�`•rO•�,\C'E�N SF e9,,moi .. * , 3938 — ATE '4C/ • Al i ks,.4"; &O N A` ��% FL Cert. 6634 May 19,2015 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.02116/2015 BEFORE USE. Design valid for use oNy with Mtlek connectors.This design Is based only upon parameters shown,and Is for an kndlvidual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of bulldkng designer-not truss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding MiTek' fabricallon,quality control,storage,delivery,erection and bracing,consult ANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate InsfBute,781 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type 01y Ply Terrano/Lot 9 ABCC 77086546 730701 FT1 I FLOOR 6 1 Job Reference(optional) American Builders Supply. Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:20 2015 Page 1 I D:2fdnnkV2M7uozMX2KV5Fgya5Xn-9YC_MOUbBEU_2j68hRMceGLNLpTquXjERHYpVwzEzbP 3-6-14 10-0-2 16-5-0 22-10-10 29-3-14 32-7-4 3-6-14 6-5-4 6-5-4 6-5-4 6-5-4 Scale=1:56.9 5x6 1 3x4 1,1 5x10= 3x8= 5x8= 3x4 11 5x6 I 1 2 3 4 5 6 7 0 e o N 16 15 9 5x14= 8 4x4 11 14 13 12 11 10 4x4 .. 4x4 7x10= 6x12 MT20HS— 7x10- 4x4 I I 5x14= 3-Oft 3,6-14 10-0-2 16-5-6 22-10-10 29-3-14 28-8-6 32-7-4 3-0-6 dfi-§ 6-5-4 ' 6-5-4 6-5-4 6-5-4 0-4-8 2-10-14 Plate Offsets(X,Y)-- [3:0-4-8,0-3-0),[5:0-4-0,0-3-01,f7:Edge,0-3-81,[8:Edge,0-3-81,[9:0-8-4,0-3-01,[10:Edge 0-3-81 (12:0-6-0 0-3-41 [15:0-8-0 0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.75 Vert(LL) -0.52 12 >586 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(TL) -0.91 12 >335 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.04 9 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix-S) Weight:164 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2'Except` BOT CHORD Rigid ceiling directly applied. 2-14,6-10:2x4 SP No,3,12-14,10-12:2x4 SP M 30 WEBS 1 Row at midpt 3-15,4-13,4-11,5-9 WEBS 2x4 SP No.3`Except` MiTek recommends that Stabilizers and required cross bracing 1-16,7-8:2x4 SP No.2,13-15,3-15,9-11,5-9:2x4 SP M 30 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except Qt=length)15=0-6-0,9=0-4-0. (lb)- Max Uplift All uplift 100 Ib or less at joint(s)except 16=-197(LC 6),8=-242(LC 6) Max Grav All reactions 250 lb or less at joint(s)16,8 except 15=2015(LC 3),9=2040(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=0/35212-3=0/46713-4=-3891/0,4-5=-3862/0,5-6=0/525,6-7=0/379 BOT CHORD 15-16=-352/0,2-15=-720/0,12-13=0/5291,11-12=0/5291,6-9=-721/0,8-9=-379/0 WEBS 13-15=0/3697,3-15=-4380/0,4-13=-1460/0,4-11=-1489/0,9-11=0/3656,5-9=4403/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. / 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 197 Ib uplift at joint 16 and 242 Ib uplift at joint 8. J ,��O� •,.... �e �, 5)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y2"gypsum ,�� •��G E N 5+�.•-4�.� sheetrock be applied directly to the bottom chord. 6)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to bit 3938 w attached to walls at their outer ends or restrained by other means. •fes ATE �is5'�0 N A� % FL Cert. 6634 May 19,2015 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIP7473 rev.0211612015 BEFORE USE. Design valid for use only with MITek connectors.This design is based only upon parameters shown,and is for an IncilNdrwl building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responslbllity of the building designer.For general guidance regarding Welk' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI t Quality Criteria,DSB-a9 and BCSI Building Component 6904 Parke East Blvd. Safety information avalabie from Truss Nate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty P Terrano/Lot 9 ABCC T70116547 730701 FT2 FLOOR 2 1 Job Reference o tiortal American Builders Supply. Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc.Tue May 19 10:52:212015 Page 1 I D:2fdnnkV2M7uozMX2KV5Fglya5Xn-dkmMZkVDyYcrfthKF9trATthBDw3d7GOfxHM1 MzEzbO 3-3-12 6-11-0 3-3-12 3-7-4 1 3x4 6x6 2x4 11 Scale=1:13.9 = I 2 3 T F7 F LPI I o l 3x4= co4 7 0 co 0 i I 3x4= 4 3x4= 5 6-11-0 6-11-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.10 4-5 >825 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.24 4-5 >329 240 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix-S) Wind(LL) 0.00 5 >999 240 Weight:36 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. (Ib/size) 5=265/Mechanical,7=241/Mechanical Max Uplift5=-72(LC 8),7=66(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-265/203 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2pst;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.ll; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-3-12,Interior(1)3-3-12 to 6-5-12 zone;cantilever left and right exposed;C-C for members and forces R MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 72 Ib uplift at joint 5 and 66 Ib uplift at joint 7)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and v2'gypsum ,��4; �\G E Ns sheetrock be applied directly to the bottom chord. • 3938 rQ X ATE :�44/` i FL Cert. 6634 May 19,2015 Q WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.0211612015 BEFORE USE. Design valid for use only with Mflek connectors.This design is based only upon parameters shown,and Is for an Individual buNdrlg component. ApplIcabilty of design parameters and proper hc:orporation of component Is respons"Illy of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only. Additkxlai temporary bracing to Insure stability during construction Is the responsibdiity of the- erector. heerector. Additional permanent bracing of the overall structure is the responsibility of the building designer.Far general guidance regarding MiTek' falAcatton,quality control,storage,delivery,erection and bracing,consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Rate Institute,761 N.Lee Street,Suite 312,Alexandrla,VA 22314. 6904 Parke East Blvd. Tampa,FL 33610 Job Truss Truss Type Qty Ply Terrano t Lot 9 ABCC T7086548 730701 FX �Floor Supponed Gable 1 1 Job Reference optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:22 2015 Page 1 I D:2fdnnkV2M7uozMX2KV5Fgtya5Xn-5xJkn4W sjskhH 1 GXpsO4jhQtldON MbEXub1 vZpzEzbN 0 1�8 0-48 Scale=1:33.3 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 T 36 o a -------------- i 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x4 3x6 FP- 3x4— 19-6-8 19-6-8 Plate Offsets(X,Y)-- (17:0-1-8,Edgel,(35:0-1-8,0-1-01,136:0-1-8,0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) Na n/a 999 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 18 n/a r1/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight:86 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 19-6-8. (lb)- Max Grav All reactions 250 Ib or less at joint(s)34,18,33,32,30,29,28,27,26,25,24,23,22,21,20, 19 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 2x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ttttt,I zz i 3938 ATE 00-10P 0 F1 0 N A`��`��. ��►�a!��rit�ttt FL Cert. 6634 May 19,2015 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MI17473 rev.02115/2015 BEFORE USE. Design valid for use ordy with MITek connectors.This design Is based only upon parameters shown,and Is for on hdivIdual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek' fabrication,quality control,storage,delivery,erection and bracing,consuit ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Terrano/Lot 9 ABCC 77086549 730701 G '.Common 6 1 Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:23 2015 Page i I D:2fdnnkV2M7uozMX2KV5Fglya5Xn-Z7t6_QXUUgsYvBgjMawJFuzvol bD500h7FmT6FzEzbM 6-0-0 10-3-0 14-6-0 20-6-0 6-0-0 4-3-0 4-3-0 6-0-0 Scale=1:35.9 4x4= 4 T 5.00 12 I 2x4 1 20 21 2c4 11 3 5 19 22 4x4% 4x4 2 6 1 7 I6 q o 10 9 8 3x8 11 3x4= 3x4 3x8 II = 3x4_ 6-0-0 14-6-0 20-6-0 6-0-0 8-6-0 6-0-0 Plate Offsets(X,Y)-- (1:0-2-8,0-1-0(,(7:0-5-15,0-1-0) LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.16 8-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 i BC 0.62 Vert(TL) -0.47 8-10 >528 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(TL) 0.06 7 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-S) Wind(LL) 0.07 8-10 >999 240 Weight:98 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=820/0-6-0,7=820/0-6-0 Max Horz 1=-89(LC 10) Max Upliftl=-1 91(LC 12),7=-191(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-264/9,2-19=-1327/391,3-19=-1252/407,3-20=-1294/475,4-20=-1252/488, 4-21=-1252/488,5-21=-1 2941475,5-22=-1 252/407,6-22=-1 327/391,6-7=-264/9 BOT CHORD 1-10=-300/1155,9-10=-201/861,8-9=-201/861,7-8=-300/1155 WEBS 4-8=-150/499,4-10=-150/499 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=oft;Cat.ll; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-3-0,Extedor(2)10-3-0 to 13-3-0 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate ��-A PcJ A. grip DOL=1.60 . .... Q �j 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�� \G E N,3'-. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3938 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 191 Ib uplift at joint 1 and 191 Ib uplift at joint 7. y 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and r/2"gypsum �r sheetrock be applied directly to the bottom chord. ir X 10 AT E i FL Cert. 6634 May 19,2015 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M/I-7473 rev.0271672015 BEFORE USE. Design va11d for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual"cling component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure statAtty during construction Is the responslbllity of the MiTek erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,cpaltty control,storage,delivery,erection and bracklg,consult ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 7erreno i Lot 9 ABCC 730701 G1 Root Special 1 1 77086550 Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 Mi7ek Industries,Inc. Tue May 19 10:52:24 2015 Page i t D:2fdnnkV2M7uozMX2K V5Fgtya5Xn-2JR UCmX6FT_P W LPvwH RYo6V5sQyjgH2gLuW OehzEzbL 6-0-010-3-0 15-5-12 21-5-9 27-8-14 6-0-0 4-31 5-2-12 5-11-13 6-3-5 Scale=1:49.1 4x4= 4 5.00 F12 2x4 11 18 19 4x6— 2x4 11 3 5 3x4= 0 1 7 a 17 20 21 � 4x4 2 v 1 w NE 12 11 10 9 8 3x4= 3x4= 3x8 ! 3x4= 3x4= 3x4= 6-0-0 14-4-0 20-3-0 27-8-14 6-0-0 8-4-4 5-10-12 7-5-14 Plate Offsets(),Y)-- (1:0-2-8,0-1-01 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.13 10-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.36 10-12 >671 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.91 Horz(TL) 0.03 9 n/a n/a BCDL 10.0 Code FBC2010/TPl2007 (Matrix-S) Wind(LL) 0.04 10-12 >999 240 Weight:140 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer �Installationquide. REACTIONS. (Ib/size) 1=713/0-6-0,8=25/Mechanical,9=1470/0-6-0 Max Harz 1=74(LC 12) Max Upliftl=-1 63(LC 12),8=-49(LC 9),9=-335(LC 12) Max Grav 1=713(LC 1),8=70(LC 22),9=1470(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-17=-1104/334,3-17=-1036/344,3-18=-1080/412,4-18=-1036/424,4-19=-698/281, 5-19=-758/271,5-20=-201/683,6-20=-201/683 BOT CHORD 1-12=-326/956,11-12=-220/639,10-11=-220/639,9-10=-226/587,8-9=-406/81 WEBS 3-12=-259/185,4-12=-1 60/527,5-9=-1 459/469,6-9=-675/292,6-8=-99/498 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=1 5111;B=45ft;L=28ft;eave=oft;Cat.II; 1�� nterior(l)3-0-0 to Exp 0,I telrior()15-5 12 o 27-7-2(zone;cantilever eft and right exposed;C-C orlmembers and forces&MWFRS for reactions `0\�;P'�'�E N•�Ce,''j� shown;Lumber DOL=1.60 plate grip DOL=1.60 ��`•.•�\ 5'�:•.�A 3)Provide adequate drainage to prevent water ponding. : ��,YTy' 4)This mass has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • C- A4E 8 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wild * : •:fit between the bottom chord and any other members.6)Refer to girder(s)for truss to truss connections.7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 163 Ib uplift at joint 1,49 Ib uplift at joint 8: � •�and 335 Ib uplift at joint 9. 0 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and r/2"gypsum �� sheetrock be applied directly to the bottom chord. R S• 51ON A`` ?�`�, i FL Cert. 6634 May 19,2015 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/1-7473 rev.02/151015 BEFORE USE. see— Design valid for use only with Mffek connectors.This design Is based only upon parameters shown,and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to inose stability during construction Is the responsibillity of the Mi7ek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication quality control,storage,delivery,erection and bracing,consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalct 4e from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Terrano/Lot 9 ABCC T7o66ss1 730701 G2 Roof Special 1 1 Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:25 2015 Page 1 I D:2fdnnkV2M7uozMX2KV5Fgtya5Xn-W W?tP6YkOn6G8V_6U?ynLJ2GGq HhZtdzaYFaA7zEzbK 6-0-0 10-3-0 14-36 14 -4 20-10-6 27-8-14 6-0-0 4-3-0 4-0-0 0 -14 6-6-2 6-10-8 Scale:1/4'=1' 4x4= 4 5.00 12 2x4 1 19 20 3 56 8 i 22 23 18 ;4x4% N 1 m 1 � 1 13 12 11 10 9 3x8 11 6- 0 14-4-4 20-3-0 27-8-14 6-0-0 8-4-4 5-10-12 7-5-14 Plate Offsets(X,Y)-- (1:0-2-8,0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.14 11-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.39 11-13 >626 240 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.03 10 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix-S) Wind(LL) 0.04 11-13 >999 240 Weight:143 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-10 SLIDER Left 2x6 SP No.2 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=709/0-6-0,9=21/Mechanical,10=1477/0-6-0 Max Horz 1=92(LC 12) Max Upiiftl=-160(LC 12),9=-50(LC 9),10=337(LC 12) Max Grav1=709(LC 1),9=67(LC 22),10=1477(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-18=-1099/329,3-18=-1031/338,3-19=-1078/409,4-19=-1031/422,4-20=-712/306, 5-20=-756/296,5-6=-658/239,6-21=-147/558,21-22=-147/558,7-22=-147/558 BOT CHORD 1-13=-339/952,12-13=-229/626,11-12=-229/626,10-11=239/658,9-10=-418/86 WEBS 3-13=-260/191,4-13=-166/532,6-10=-1393/435,7-10=-678/295,7-9=-108/514 NOTES- 111111111/ 1)Unbalanced roof live loads have been considered for this design. 3-0-0, O`1 2) Al. = 11 irl) 1 01 f6CDttfat.II; Exp C;Enc ,GCpi0.18MWFRS(directioaad C-CExter or()0-0-O to erior(1)3-0-0 t 10-3-0,Extenor(2)10-3-0 to P.C• N••q`�,,,�� 13-3-0,Interior(1)14-3-6 to 27-7-2 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;,� �•.\`'�V\ 5'' i Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 3938 4)All plates are 3x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wi l- z¢ fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. _ ATE 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 160 Ib uplift at joint 1,50 Ib uplift at joint 9 0 O•• and 337 Ib uplift at joint 10. �� Q P••��` 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y2"gypsum ii�Fss• R 1.•••�� % sheetrock be applied directly to the bottom chord. ; "."f110 N A� 00 FL Cert. 6634 May 19,2015 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.0211612015 BEFORE USE. Design vc9ld for use only with Mffek connectors.This design Is based only upon parameters shown,and Is for an IndiNdual building component. v Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.for general guldance regarding MiTek fabrication,quality control,storage,delivery,erection and tracing,consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bbd. Safety Information available from truss Rate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Truss Truss Type Qty Ply Terrano/Lot 9 ABCC 77086552 730701 G3 Root Special 1 1 Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:26 2015 Page 1 I D:2fdnnkV2M7uozMX2KV5Fglya5Xn-_iZFdSZMn4E7meZl2iTOtXaRREd2iH77pC?7iazEzbJ 6-0-010-3-0 13-0-15 14-4-4 20-3-3 27-8-14 6-0-0 4-3-0 2-9-15 1-3-5 5-10-15 7-5-11 Scale=1:49.1 4x4= 4 5.00 12 3x4=2x4 I 3x10= 3x4 11 2x4 II 19 5 6 7 8 3 20 21 i o N 18 e N 4X4 i c6 1 2 l� 14,1 EE 13 12 11 10 9 3x8 II 3x4= 3x4= 2x4 ISI 3x4= 3x10= 6-0-014-4-4 20-3-0 27-8-14 6-0-0 8-4-4 5-10-12 7-5-14 Plate Offsets(X,Y)-- (1:0-2-8,0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.14 11-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.3911-13 >616 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.49 Horz(TL) 0.01 10 n/a rl/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-S) Wind(LL) 0.05 11-13 >999 240 Weight:147 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer installation guide. (( REACTIONS. (Ib/size) 1=678/0-6-0,9=-74/Mechanical,10=1604/0-6-0 Max Harz 1=1 1 O(LC 12) Max Upliftl=-147(LC 12),9=-96(LC 21),10=-381(LC 12) MaxGravl=678(LC 1),9=14(LC 12),10=1604(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-18=-1034/289,3-18=-967/299,3-19=-1 010/369,4-19=-9221381,4-5=-483/180, 5-6=-450/153,6-20=-450/153,7-20=-450/153 BOT CHORD 1-13=-334/893,12-13=-225/569,11-12=-225/569,10-11=-627/196,9-10=-627/196 WEBS 3-13=-255/188,4-13=-165/529,6-11=-413/217,7-11=-409/1279,7-10=-1466/558, 7-9=-2331754 NOTES- 1)Unbalanced roof live loads have been considered for 2)Wind:ASCE 7-10;Vu t=1130mph(3 second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ff;B=45fh L=28ft;eave=4ft;Cat.11; ,�% p`PS 1 A.I q n�.,' Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-3-0,Exterior(2)10-3-0 to ,�� O\V:.•CEN �v 13-0-15 zone;cantilever lett and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate ," �•.'�\ S' •.�A i� grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 3938 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wits fit between the bottom chord and any other members. •r 6)Refer to girder(s)for truss to truss connections. + a .- 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 147 Ib uplift at joint 1,96 Ib uplift at joint 9 O ATE and 381 Ib uplift at joint 10. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y2'gypsum ��j��•(c( p R 1 pGP`'•��,�� sheetrock be applied directly to the bottom chord. '',��I�S�� //1111111 FL Cert. 6634 May 19,2015 0 WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI67473 rev.02(1&2015 BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure statllllty during construction is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalabie from Truss Plafe Institute,781 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss I Truss Type Qty Ply Terrano/Lot 9 ABCC T7086553 730701 G4 'Roof Special 1 1 Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:27 2015 Page 1 ID:2fdnnkV2M7uozMX2KV5Fgtya5Xn-Su7dgoa_YOM_Oo8UbP_FQk7cOezblhoG2skgFOzEzbl 6-0-0 10-3-0 11-9-1 16-0-1 20-3-0 27-8-14 6-0-0 4-3-0 1�i-1 4-2-15 4-2-15 7-5-14 Scale=1:49.1 4x4 4 4x4= 3x4= 3x4 11 5.00 12 5 3x4= 7 8 i 2x4 11 19 20 21 22 17 i 3 o N 18 w N 4x4 i e 2 I 1 13 12 11 10 9 3x8 11 3x4= 3x8= 3x4= 3x4— 3x4= 6-0-0 11-9-1 20-3-0 27-8-14 6-0-0 5-9-1 8-5-15 7-5-14 Plate Offsets(X,Y)-- (1:0-2-8,0-1-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.08 10-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.21 10-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.02 10 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-S) Wind(LL) 0.03 12-13 >999 240 Weight:155 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=701/0-6-0,9=-7/Mechanical,10=1514/0-6-0 Max Horz 1=129(LC 12) Max Upliftl=-153(LC 12),9=-69(LC 21),10=-346(LC 12) Max Grav l=701(LC 1),9=53(LC 22),10=1514(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-324/0,2-18=-1063/313,3-18=-998/323,3-19=-1048/395,4-19=-998/408, 4-5=-736/288,5-20=-657/242,20-21=-657/242,6-21=-657/242,6-7=-118/430 BOT CHORD 1-13=374/921,12-13=-2491626,9-10=-430/118 WEBS 3-13=-271/190,4-13=-196/480,5-12=-424/207,6-12=-175/617,6-10=-931/335, 7-10=-684/304,7-9=-153/541 NOTES- X1111111 1)Unbalanced roof live loads have been considered for this design. � SCE 7-10; 2)Exp C;AEncl..,GCpi VO.118ut=1 MW FRS(diierectio al)and C-C1 0-0-0 to 3-0-0,IInntterior(1)3-0-0 tot 10-3-0,tExten'ofr(2)10-3-0 to at.II; �O-p P.C� q�e��,,, 11-9-1 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ,� �•.•�\ S' •.q/L grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 3938 — 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wild fit between the bottom chord and any other members. •r 6)Refer to girder(s)for truss to truss connections. Q 441 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 153 Ib uplift at joint 1,69 Ib uplift at joint 9 O ATE and 346 Ib uplift at joint 10. A, 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y2"gypsum ,'j��• < p R sheetrock be applied directly to the bottom chord. SS10 N AL;,,,�,,, 11111111 FL Cert. 6634 May 19,2015 ®WARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M/1-7473 rev.0211612015 BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component. , Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of indNklual web members orily. Additional temporary bracing to insure stability during construction Is the responsibility of the Mitek erector. Additkxtal permanent bracing of the overall structure is the responsibility of the binTor ding designer. general guldance regarding fabrication,quality control,storage,delivery,erection and tracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCS1 Building Component 6904 Parke East Bbd. Safety Information avdable from Truss Rate Institute,781 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Terranoi Lot 9 ABCC T7086554 730701 �GA MONOPITCH 3 1 1 Job Reference(optional) American Builders Supply, Sanford.FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:28 2015 Page i I D:2fdnnkV2M7uozMX2KV5Fgtya5Xn-w5h?18acJiUr?yjg97VUyygsA 1 LCmGrOG W U EnSzEzbH 4-6-11 8-5-0 4-6-11 3-10-5 Scale=1:18.0 2X4 11 4 3.00,F-12 2x4 13 3 4x4= 12 r`I 2 1 5x6 1 5 3x4= 0- ,7-9 8-5-0 7 0- 9 797 Plate Offsets(X,Y)-- (1:0-2-12,0-6-141 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.07 5-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.18 5-10 >546 240 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-S) Wind(LL) 0.01 5-10 >999 240 Weight:40 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 2-2-4 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=304/0-6-0,1=358/0-4-0 Max Horz 1=73(LC 12) Max Uplift5=-84(LC 12),1=-70(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-1=-520/15,1-2=-534/13,2-12=-424/161,3-12=-401/165 BOT CHORD 1-6=-225/412.1-5=-2251412 WEBS 3-5=-438/240 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=1 51t;B=451t;L=24ft;eave=4fh Cat.ll; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-3-4 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. %% 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �� `A P. ......A. fit between the bottom chord and any other members. ��\�'` •• •• �i 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 84 Ib uplift at joint 5 and 70 Ib uplift at joint :�� .r•.•��G E N S�.•-9A�� A� 5)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 112"gypsum w 3938 sheetrock be applied directly to the bottom chord. .O•• ATE .� .,SSS/�N At-��`��• FL Cert. 6634 May 19,2015 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.0211&2015 BEFORE USE. Design valid for use only with MRek connectors.This design is bases]only upon parameters shown,and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.&acing shown is for lateral support of IndNidual web members only. Additional temporary tracing to insure stability during construction Is the responsibility of the MiTek erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.for general guidance regarding fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 1 Job Truss Truss Type Qty PlyTermno/Lot s ABCC T7086555 j 730701 GAX I��Monopdch Structural Gable 1 1 Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:28 2015 Page t I D:2fdnnkV2M7uozMX2KV5Fglya5Xn-w5h?18acJi Ur?yjg97V Uyygiq 1 Lzm IOQG W U En3ZEZbH 1-5-7 1$-15 8-5-1 1-5-7 0-1-7 6-10-2 Scale=1:16.6 2x4 11 2 2x4 1 I 3.00 FI-2- 2x4 I i 10 5x6% 9 1 Ll i u 3x8 11 4 2x4 11 2x4 11 3x4= 3 2x4 0-7-9 1-5-71 - 5 8-5-1 0-7-9 0-9-14 0-1- 6-10-2 Plate Offsets(X,Y)-- (1:0-1-4,0-2-21,[1:0-3-8,Edge],(1:0-0-15,0-1-121 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 iPlate Grip DOL 1.25 TC 0.85 Vert(LL) -0.14 1-3 >616 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.36 1-3 >247 240 BCLL 0.0 I Rep Stress Incr YES WB 0.05 Horz(TL) -0.04 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-S) Wind(LL) 0.00 1 "" 240 Weight:36 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied. 1-1:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP M 30 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. Left:2x4 SP No.3 REACTIONS. (Ib/size) 3=296/0-6-0,1=296/0-4-0 Max Horz 1=57(LC 12) Max Uplift3=75(LC 12),1=-63(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 'o.01% fit, NOTES- 1) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft eave=4ft;Cat.11; `��O\�•..•••• �8 �i Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-10-8 to 3-10-8,Interior(1)3-10-8 to 8-3-5 zone;cantilever lett and �� G E N S'•• '9 �� right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 :• �' --�•�' �j+y. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry 3938 •• Gable End Details as applicable,or consult qualified building designer as per ANSIIfPI 1. 3)Gable studs spaced at 1-4-0 oc. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilC fit between the bottom chord and any other members. is ATE 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 75 Ib uplift at joint 3 and 63 Ib uplift at joint� . ,[•�•� P•• 1. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y2"gypsum ,��`` C R �! •\��,, sheetrock be applied directly to the bottom chord. ,�jSS�0 N A"l-;,,,�% //111111 FL Cert. 6634 May 19,2015 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.02/16/2015 BEFORE USE. Design void for use only with MiTek connectors.this design Is based only upon parameters shown.and Is for an individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of brrilding designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure sfablity,during construction Is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.for general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 72314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Terrano/Lm 9 ABCC 770865561 730701 GX Roof Special Supported Gable 1 1 I Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:30 2015 Page i ID:2fdnnkV2M7uozMX2KV5Fgtya5Xn-sTomSpctgJIZFGt3HYYz2NiFrr71 ECwjkgzKrizEzbF 1-0-10 7$-15 10-3-0 18-11-1 1 - -6 20-6-0 1-4-10 0-2-5 8-8-1 8-8-1 0-2-5 1-4-10 Scale=1:37.5 4x4= 8 9 10 j 5.00 12 33 7 11 34 6 12 5 13 4 14 3x4\\ 3 32 35 15 3x4 1 17 i70 0 3x6 I'' 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x6 3x4= 20-6-0 20-6-0 Plate Offsets(X,Y)-- (1:0-3-4,0-0-61,(17:0-3-4,0-3-141 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) ri/a 1 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) i n/a 999 BCLL 0.0 " ( Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 17 n/a n/a BCDL 10.0 Code FBC2010fTP12007 (Matrix) Weight:116 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 1-2,16-17:2x6 SP li BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP Ni be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 20-6-0. (lb)- Max Horz 1=-90(LC 10) Max Uplift All uplift 100 Ib or less at joints)1,17,25,26,27,28,30,31,23,22,21,20,19,18 Max Grav All reactions 250 Ib or less at joint(s)1,17,24,25,26,27,28,30,31,23,22,21,20,19,18 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=4.2psf;h=15f1;B=45ft;L=24ft;eave=2ft;Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 10-3-0,Comer(3)10-3-0 to 13-3-0 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSVTPI 1. �% 4)All plates are 2x4 MT20 unless otherwise indicated. ��Q`v` •••'E 5)Gable requires continuous bottom chord bearing. �� .� \G N,3••'.qj��i 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3938 8)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilt fit between the bottom chord and any other members. 9)Solid blocking is required on both sides of the truss at joint(s),1, 17. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,17,25,26,27,28 30,31,23,22,21,20,19,18. i . ATE � 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1,17. 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ��jOi(� ••�( 0 R I Q P•' O N AL E �%� FL Cert. 6634 May 19,2015 Q WARNING-Vol design parameters and READ NOTES ON THIS AND INCLUDED ii REFERANCE PAGE MIP7473 rev.02/16/2015 BEFORE USE. I Design valid for use only with MiTek connectors.This design Is based only upon parameters shown,and Is for an Individual budding component. " Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Indlvidual web members only. Additional temporary bracing to inane stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Ml 6 V Fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312 Alexandria,VA 22314. 6904 Parke East Tampa,FL 336100 Job Truss Truss TypeQty Ply Terrano/Lot 9 ABCC ' 77066557 730701 (H7 Hall Hip Girder 1 1 Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:32 2015 Page 1 I D:2fdnnkV2M7uozMX2KV5Fgtya5Xn-pswW tVe7Mw?H UZOSOzaR7ngOPfdJiwJ?BBSRwDzEzbD 7-0-0 12-10-0 17-M 18±-0 7-0-0 5-10-0 4-2-0 1-8-0 Scale=1:33.0 Special NAILED = 3.00 12 5x8 NAILED NAILED 2x4 11 NAILED NAILED 3x10= 2 14 15 16 3 17 18 4 ) 1 1 10 19 20 9 21 8 2x4 11 73 �9 1 5x8= 2x4 11 NAILED NAILED 6x10— NAILED 3x8 MT20HS I I Special NAILED 6 5 2x4 11 2x4 I NAILED 7-0-0 12-10-0 17-0-0 18-8-0 7-0-0 5-10-0 4-2-0 Plate Offsets(X Y)-- [1:0-3-2,0-8-41,[1:0-0-0,0-2-31,[2:0-5-8,0-2-41,[9:0-4-8,0-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.20 9-10 >999 360 MT20 244/190 TCDL10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.53 9-10 >419 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO i WB 0.83 Horz(TL) 0.15 5 n/a r1/a BCDL 10.0 Code FBC2010/TPI2007 j (Matrix-M) Wind(LL) 0.16 9-10 >999 240 Weight:87 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. 1-9:2x4 SP M 31,6-8:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3*Except` MiTek recommends that Stabilizers and required cross bracing 2-9,4-9:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer WEDGE _Installation guide. Left:2x4 SP No.3 REACTIONS. (Ib/size) 5=1659/Mechanical,1=1402/0-6-0 Max Horz 1=62(LC 25) Max Uplifts=377(LC 8),1=-311(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-4032/885,2-14=-3606/789,14-15=-3606/789,15-16=-36061789,3-16=-3606/789, 3-17=-3606/789,17-18=-3606/789,4-18=-3606/789,5-7=-1612/385,4-7=-1525/413 BOT CHORD 1-10=-876/3857,10-19=-875/3894,19-20=-875/3894I 9-20=-875/3894 WEBS 2-10=0/583,2-9=-305/91,3-9=-825/370,4-9=-810/3659 NOTES- 1) OTES 1111111111f1f�� anced roof loads =101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft L=24ft;eave=oft;Cat.II; ��`,,�PS A. 2)Wind:ASCE7-10;Vu30mph(3 second gust)Vasd Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 �•�\Ci E•N$�•�'9��j� 3)Provide adequate drainage to prevent water ponding. . T 4)All plates are MT20 plates unless otherwise indicated. 3938 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * ; 6).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilt fit between the bottom chord and any other members. •r 7)Refer to girder(s)for truss to truss connections. t PIX 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt--Ib)5=377y; - ATE 441Z 1=311. ••• 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �• ( O R 1 p p:••��,� 10)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 00 1 \ 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)215 Ib down and 201 Ib up at '.IsS/Q N A,-�\ ` 7-0-0 on top chord,and 403 Ib down and 90 Ib up at 7-2-2 on bottom chord. The design/selection of such connection device(s)is the ��//111111111`, responsibility of others. 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard FL Cert. 6634 May 19,2015 OMER WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev.0211672015 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and Is for an IndlAdual budding component. , Applicability of design parameters and proper Incorporation of component Is respons"Ilty of building designer-not truss designer.&acing shown is for lateral support of Incilvidual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the ;� erector. Additional permanent bracing of the overall stntcture Is the responsibility of the budding designer.For general guidance regarding M[Tek' fabrication,quality control.storage,delivery,erection and bracing,consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Irdormaflon available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty PlyTerrano/Lal 9 ABCC 77066557 730701 H7 Hall Hip Girder 1 1 Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 WTek Industries,Inc. Tue May 19 10:52:32 2015 Page 2 I D:2fdnnkV2M7uozMX2KV5Fglya5Xn-pswW tVe7Mw-?H UZOSOzaR7ngOPfdJiwJ?BBS RwDzEzbD LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-4=-60,8-11=-20,5-6=-20 Concentrated Loads(Ib) Vert:2=-195(F)8=-48(F)10=-403(F)9=-70(F)3=127(F)15=-127(F)16=-127(F)17=-127(F)18=-144(F)19=-70(F)20=-70(F)21=-70(F) WARNING.Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M/1-7473 rev.02/16/2015 BEFORE USE. Design valid for use only with MITek conneclors.This design is based only upon parameters shown,and is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.for general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI t Quality Criteria,DSB-a9 and BCSI Building Component 6904 Parke East Blvd. Safety information avaiable from Truss Plate Irlstttrlte,781 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Terrano/Lot 9 ABCC 77086558 730701 H9 ',Hafl Hip 1 1 Job Reference(optional) American Builders Supply. Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:33 2015 Page 1 ID:2fdnnkV2M7uozMX2KV5Fglya5Xn-H2U u5rel7E786jbeyg5gf?NbZ2zK RQ?9QoB?SgzEzbC 5-5-89-0-0 13-10-0 17-" 18-8-0 5-5-8 3-6-8 4-10-0 3-2-0 1-8-0 Scale=1:32.9 4x4= 3x4 2x4 11 = 3.00 12 3 16 17 4 18 5 2x4 15 2 14 ' 1 T 9 8 to 10 3x4 3 3x4= 5x10= 10 3x8 11 7 6 2x4 d 2x4 1 9-0-0 17-" 18-8-0 9-0-0 8-" Plate Offsets(X,Y)-- f1:0-0-0,0-1-71,f1:0-3-2,0-8-41,f8:0-4-8,0-1-81,(10:0-4-12,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.15 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.40 9-10 >551 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(TL) 0.13 6 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-S) Wind(LL) 0.06 10 >999 240 Weight:90 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. 7-9:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3*Except` 5-6:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. Left:2x4 SP No.3 REACTIONS. (Ib/size) 6=741/Mechanical,1=741/0-6-0 Max Horz 1=80(LC 12) Max Uplift6=-1 78(LC 12),1=-166(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-1813/617,14-15=-1779/622,2-15=-1761/624,2-3=-1489/468,3-16=-1420/477, 16-17=-1420/477,4-17=-1420/477,6-8=-705/254 BOT CHORD 1-10=-666/1726,9-10=-386/1032,8-9=-360/1098 WEBS 2-10=-332/206,4-10=-103/469,4-8=-1069/456 NOTES- % � �11111111/�I 1)Unbalanced roof live loads have been considered for this design. � �p,S 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft eave=oft Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-0-0,Exterior(2)9-0-Oto 13-2-15 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip :• �' •�':[may r DOL=1.60 3938 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide WE- fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. i . AT 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)6=178, Q•• �(/ 1=166. �� T•'.� P:�.` 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and r/2"gypsum sheetrock be applied directly to the bottom chord. 11 FL Cert. 6634 May 19,2015 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MI1-7473 rev.02/16/2015 BEFORE USE. Design valid for rse only with MITek connectors.This design Is based only upon parameters shown,and is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the WOWerector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalable from Truss Plate Institute,781 N.Lee Sheet,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job ITruss 1 Truss Type Qty Ply Terrano/Loi 9 ABCC T7086559 730701 IH11 Hall Hip 1 1 Job Reference optional) American Builders Supply. Sanford,FL 32771 7.620 s Mar 27 2015 MiTek industries,Inc. Tue May 19 10:52:312015 Page i ID:2fdnnkV2M7uozMX2KV5Fgtya5Xn-KgM8g9dVbdtQsQSFgF3CaalEJFL?zZZsyUiuOnzEzbE 5-6-3 11-0-0 17-0-0 18-8-0 5-6-3 5-5-13 6-0-0 1'-0 Scale=1:32.9 412= 4x4 I 3.00 F12 3 17 4 3x4= 16 2 15 1 71 8 7 0 11 10 9 2x4 11 3 g 3x4= 2x4 Ij 3x4= 3x4= 3x8 I I 6 5 2x4 11 2x4 I I 5-6-3 11-0-0 17-0-0 5-0-05-5-13 6-" 1 E-0 Plate Offsets(X,Y)-- [1:0-3-2,0-8-41.fl:0-0-0,0-1-71,[4:Edge,0-3-81,[7:0-4-8 0-1-81 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.08 9-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.22 9-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.10 5 n/a Na BCDL 10.0 Code FBC2010/TP12007 (Matrix-S) Wind(LL) 0.08 9-11 >999 240 Weight:92 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied. 6-8:2x4 SP No.3 WEBS 1 Row at midpt 3-7 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 [Installation guide. REACTIONS. (Ib/size) 5=741/Mechanical,1=741/0-6-0 Max Horz 1=98(LC 12) Max Uplift5—181(LC 12),1=-163(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-15=-1838/559,2-15=-1803/567,2-16=-1 231/389,3-16=-1197/397,5-7=-710/256 BOT CHORD 1-11=-632/1749,10-11=632/1749,9-10=-632/1749,8-9=-417/1176,7-8=-41711218 WEBS 2-9=-614/224,3-9=-4/411,3-7=-1166/426 NOTES- 1)Unbalanced roof live loads have been considered for this design. SCE 7-10; 2)Exlp C;AEncl..,GCpiV0.I181 MW FRS3 (diirrectio al)a)d C-C1 or(2)0-0-0 to 3-0-0,CInnterior(P)3-0- 0 tot111-0-0,tExter of r(2)11-0-O'toat.II; ` PS�A. A,��,♦♦ 15-2-15 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate `O� •.••••••., ri DOL=1.60 .` CEN B ♦. 3)Provide adequate drainage to prevent water ponding. A� :• �' �••'. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. : 3938 5).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will * �' fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb)5=18TH 1=1s3. : • AT : 44/% 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and V'gypsum �0:• Al sheetrock be applied directly to the bottom chord. ♦♦T�. O R 1,11111 mill"' Ok FL Cert. 6634 May 19,2015 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11.7473 rev.02/16,2015 BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown.and Is for an individual building component. Applicability of design parameters and proper Incorporaflon of component Is responsibility of building designer-not truss designer.Bracing shown 10, is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibilllty of tite erector. Additional permanent bracing of the overall structure Is the responsibility of the builcOng designer.For general guidance regarding MiTek' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Rate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss TypeQty Ply Terrano/Loi s ABCC T7086560 I 730701 HJ5P Diagonal Hip Girder 1 1 Job Reference(optional) American Builders Supply. Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:35 2015 Page 1 I D:2fdnnkV2M7uozMX2KV5Fgtya5Xn-DRcfVXg?frNrL 1113578kQSzxsiivTySt6g5XYzEzbA 3-4-8 7-0-3 3-4-8 3-7-11 Scale=1:13.8 2.12 F12 m NAILED 2 10 9 1 1 NAILED v d 1 ,o l 1 3x4= � �. 10 3 �. NAILED NAILED NAILED 3x8 'I 08-15 7-" 0E-15 6-5-4 Plate Offsets(X,Y)-- (1:0-3-7,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.10 3-8 >819 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.23 3-8 >357 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.04 2 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix-M) Wind(LL) 0.14 3-8 >606 240 j Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. j REACTIONS. (Ib/size) 2=157/Mechanical,3=106/Mechanical,1=273/0-8-9 Max Horz 1=47(LC 4) Max Uplift2=-83(LC 4),3=-33(LC 4),1=-133(LC 4) Max Grav2=161(LC 17),3=106(LC 3),1=273(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=oft;Cat.ll; Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. )Refer to irtruss connections. Prrovide mechanicalconnection b other 5of truss to bearing late capable of withstanding 100 Ib uplift at joints 2,3 except at=lb) S A• ��j� 1=133. Q B 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,��•.•�\C E N S'�'.q��i 7)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 3938 LOAD CASE(S) Standard y 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 •r Uniform Loads(plf) Vert:1-2=-60,3-4=-20 := ATE " Concentrated Loads(lb) 0•••yp Vert:7=35(F)8=17(B=27)9=29(F)10=-59(F=-1,B=-58) ,�j �� 0 R Q•••�\,•�,` 0 N A� FL Cert. 6634 May 19,2015 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE mn-7473 rev.0211612015 BEFORE USE. j Design valid for use only with MITek connectors.This design is based only upon parameters shown,and is for an Individual building component. Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding MI lek• fabrication,quality control.storage,delivery,erection and bracing,consult ANSI/TPI f Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty, Ply 7errano/Lot s ABCC T7086561 730701 HJ7P ;Diagonal Hip Girder 1 1 Job Reference(optional) American Builders Supply. Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc.Tue May 19 10:52:36 2015 Page 1 I D:2fdnnkV2M7uozMX2KV5Fgtya5Xn-hdAl)theQ9VizBKDdoeN Hd?9iG?LenLb6mQf3?zEzb9 4-9-7 9-10-1 4-9-7 5-0-10 - -- Scale=1:18.4 3 i 2.12 F12 NAILED 11 NAILED 3x4= 10 2 NAILED 1 .5x8 STP= 6' 3x8 11 12 6 13 5 4 d' 6. NAILED NAILED2x4 ii NAILED 3x4= NAILED NAILED NAILED 3x4= 0- 4-9-7 9-10-1 0- -6 4-9-1 5-0-10 Plate Offsets(X Y)-- f 1:0-3-7 Edge) LOADING(psf) SPACING- 2-0-0 j CSL DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.06 5-6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.18 5-6 >654 240 BCLL 0.0 Rep Stress Incr NO WB 0.63 Horz(TL) 0.02 4 n/a rVa BCDL 10.0 Code FBC2010/fP12007 (Matrix-M) Wind(LL) 0.04 6 >999 240 Weight:40 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-11-11 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (Ib/size) 3=153/Mechanical,4=361/Mechanical,1=417/0-7-12 Max Horz 1=67(LC 4) Max Uplift3=-70(LC 4),4=70(LC 4),1=-137(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-1274/373,2-10=-1247/376 BOT CHORD 1-12=-41411240,6-12=-414/1240,6-13=-414/1240,5-13=-41411240 WEBS 2-6=-15/264,2-5=-1275/426 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2pst;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4tt;Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ��\�'' ••"� "•• �e �j 4)Refer to girder(s)for truss to truss connections. E N S�.•'9��i 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,4 except Qt=1b) : 1=137. 3938 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. = * ;• 7)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard i ATE .• u- � 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 i � Uniform Loads(pit) ��jT •�� 0 R \10 Q'••\�� Concentrated Ve rt: Loads 69(F)l9)4 (F�4,B=-0)10=13(F)11=-44(F)12=107(F=18,B=-90)13=-83(F=-40,B=-43) !1111111 FL Cert. 6634 May 19,2015 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERA NCE PAGE MIF7473 rev.0271&2015 BEFORE USE. Design valkt for use only with Mitek connectors.This design Is based only upon parameters shown,and Is for an IndMdual building component. Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown h for lateral support of Individual web members only. Additional lempomry bracing To Insure stabllify,Iu ing constnrction Is the msponslbllity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.for general guidance regarding MiTek' fabdcation cluoltty,control,storage,delivery,erection and bracing,consult ANSIAPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avaloble from Truss Plate institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Terrano Lot 9 ABCC T70865621 730701 HJ55P Diagonal Hip Girder 1 i Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:34 2015 Page 1 I D:VA8hizDMwz2GsEl BIZx547zPrwc-IF2GI BfNuYF-jtAq W NevCCwpQSM 1 AOilfSxY?6zEzbB 3-8-1 7-7-3 3-8-1 3-11-1 Scale=1:16.9 2 1 3.54 12 NAILED 1 8 NAILED 7 a_ rn N l7 N I 1 FIL p• 9NAILED 10 3 p• �, NAILED NAILED NAILED 3x4= 7-7-3 7-7-3 Plate Offsets(X,Y)-- 11:0-1-13,0-0-61 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.09 3-6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.27 3-6 >337 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2010lTPI2007 (Matrix-M) Wind(LL) 0.09 3-6 >999 240 Weight:30Ito FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=300/0-7-12,2=238/Mechanical,3=104/Mechanical Max Horz 1=79(LC 21) Max Upliftl=72(LC 8),2=-112(LC 8) Max Gravl=300(LC 1),2=238(LC 1),3=132(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1 except Ot=lb) 2=112. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,�� . ��G E N 7)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 3938 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 lir Uniform Loads(pit) Vert:1-2=-60,3-4=-20 ATE Concentrated Loads(lb) ��•,•T Q ,•�� Vert:7=36(B)8=-18(B)9=-6(F=-3,B=3)10=-50(F=-24,8=-26) ,j � ,t 0 R \ D�,• \,,�� I- 1111111111111111,4 FL Cert. 6634 May 19,2015 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.0216/2015 BEFORE USE. Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and Is for an individual building component. • Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the Mitek erector. Addilional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI t Quality Criteria,DSB-ag and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.781 N.Lee Street,Suite 312.Alexcxidria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Terrano/Loi 9 ABCC 77086563 730701 J5 Hall Hip Girder 1 1 Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:37 2015 Page i I D:2fdnnkV2M7uozMX2KV5Fglya5Xn-9qj PwChGBTdZaLv PBW AcgrYPggS4NMbkLQ9CbRzEzbB 5-0-1 8-0-0 5-0-1 2-11-15 Scale:3/4'=1' Special 4x10= NAILED 6x6 II 3.00112 2 12 3 0 0 1 11 I 3x4= 5 13 4 3x4= 2x4 NAILED 3x4- 3x8 11 Special 0-7-8 5-0-1 8-0-0 4-4-9 2-11-15 Plate Offsets(X,Y)-- (1:0-0-0.0-1-7),(1:0-3-6,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.01 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.02 5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(TL) 0.01 11 n/a n/a BCDL 10.0 Code FBC2010frP12007 (Matrix-M) Weight:34 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE beinstalled during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 ( Installation quid.. REACTIONS. (Ib/size) 1=449/0-4-0,11=487/0-1-8 Max Horz 1=44(LC 8) Max Upliftl=-118(LC 8),11=-143(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-676/196,3-4=-89/367 BOT CHORD 1-5=-201/622,5-13=-202/635,4-13=-199/641 WEBS 2-4=-534/171 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasal=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ```�� ►�I�� 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Off` .•••"•• B �i 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will `�%� .'•�Ci E N S•' '4 �� fit between the bottom chord and any other members. :• �' �••'.�r 5)Bearing at joint(s)11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity` 3938 of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. 7 Provide mechanical connection(by others of truss to bearing late capable of withstanding 100 Ib uplift at'oint s except t-Ib 1=1 1 .. 11=143. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. - ATE 441 Z. 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. -.0 % • 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)184 Ib down and 185 Ib up at �� Te�• Q;•• �� 5-0-1 on top chord,and 112 Ib down and 63 Ib up at 5-2-2 on bottom chord. The design/selection of such connection device(s)is the ��`` C O Rresponsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). t,,`�``` X11111{1 LOAD CASE(S) Standard 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 FL Cert. 6634 Uniform Loads(pit) Vert:1-2=-60,2-3=-60,4-6=-20 May 19,2015 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.0211612016 BEFORE USE. Design valid for use only with Milek connectors.This design Is based only upon parameters shown,and is for an Individual budding component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibdlity,of the MiTek' erector. Additional permanent tracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Instflute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss I Truss Type Qty PlyTerrano/Lot s ABCC T7086563 730701 J5 'HallHip Girder 1 i Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc.Tue May 19 10:52:37 2015 Page 2 1 D:2fdnnkV2M7uozMX2KV5Fglya5Xn-9qj PwChGBTdZaLvPBW AcgrYPggS4N MbkLQ9CbRzEzb8 LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:2=-1 30(F)5=-112(F)12=-54(F)13=-35(F) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED NIMEK REFERANCE PAGE Nil-7473 rev.021162015 BEFORE USE. Design vaild for use only with MRek connectors.]his design is based only upon parameters shown,and is for an Individual"cling component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the MiTek erector. Additional permanent bracing of the overall structure Is the responsibility of the"ding designer.For general gukiance regarding fabrication,cKrdtty control,storage,delivery,erection and bracing,consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate institute,781 N.Lee Street,Suite 312,Alexandria,VA 72314. Tampa.FL 33610 Job Truss 1,Truss Type Qty Ply TerranoI Lot 9 ABCC 730701 J7 i'Half Hip 77086564 1 1 Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:37 2015 Page i I D:2fdnnkV2M7uozMX2KV5Fglya5Xn-9qj PwChGBTdZaLvPB WAcgrYJMgRVNNSkLQ9CbRzEzb8 7-0-1 7-8-8 8-0-0 7-0-1 Scale=1:16.6 3x4= 4x6- l 2 3 3.00 12 I 12 ° o � 0 O N v N E.1 3X4 11 op O 3x4 4 4x4 11 3x8 1'. 0-7-8 7-8-8 8-0-0 0-7$ 7-1-0 0-3-8 Plate Offsets(X,Y)-- [1:0-3-6,Edge],(1:0-0-0,0-1-71,(4:Edge,0-3-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud i PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.04 4-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.11 4-10 >891 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix-S) Wind(LL) 0.03 4-10 >999 240 Weight:30 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. 3-4:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer WEDGE Installation quide. Left:2x4 SP No.3 REACTIONS. (Ib/size) 1=344/0-4-0,11=261/0-1-8 Max Horz 1=62(LC 12) Max Upliftl=-70(LC 12),11=-71(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-277/95 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=1 511t;B=45ft;L=24th eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-0-1,Exterior(2)7-0-1 to 7-6-12 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ��•-t�ps A. ,q �i 3)Provide adequate drainage to prevent water ponding. `��O�v •.••••••.• �e��j� 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. �� •••�G E N$•• '9 �� 5)*This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will :• �' �••'.�j{ fit between the bottom chord and any other members. ---39 8• - . 6)Bearing at joint(s)11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacilv * i of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,11. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum ATE sheetrock be applied directly to the bottom chord. .0•• �!/ FL Cert. 6634 May 19,2015 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.02116/2015 BEFORE USE. Design valid for use only with MiTek connectors.This design Is based only upon parameters shown,and Is for an Individual building component. . Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding MiTek' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalable from Truss Plate Institute,781 N.Lee Street Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Pty Terrano/Lot 9 ABCC T7o86565 730701 �JA Monopitch 8 1 1 7 Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 IATek Industries,Inc. Tue May 19 10:52:38 2015 Page 1 ID:2fdnnkV2M7uozMX2KV5Fglya5Xn-dOHn8YiuymlQCU UblDhrM24Ux31Q6giuZ4vm8tzEzb7 8-0-0 8-0-0 Scale=1:17.0 5x6= 2 3.00112 17 PL q N 1 3x4= 10 I 10 3x4= 3 2x4 I I 3x8 11 0-7-8 0-7-8 1 7-4-8 Plate Offsets(X,Y)-- (1:0-0-0.0-1-7j,f1:0-3-6,Edgej I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft ted PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.07 3-9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.21 3-9 >452 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-S) Wind(LL) 0.05 3-9 >999 240 Weight:31 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer WEDGE Left:2x4 SP No.3 Installation guide. REACTIONS. (Ib/size) 1=344/0-4-0,10=261/0-1-8 Max Horz 1=67(LC 12) Max Uplittl=-69(LC 12),10=-72(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;8=45ft;L=241t;eave=oft Cat.ll; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-6-12 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 111111!1 f� 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,,t{ 11� fit between the bottom chord and any other members. A. 4)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity ``� O\�••.C•J E N.• e �i�� of bearing surface. •• \ $•••.'9 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. A� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,10. : 3938, 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and r/2"gypsum k sheetrock be applied directly to the bottom chord. _ rr r ATE i�f4F FL Cert. 6634 May 19,2015 WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MIh7473 rev.0211612015 BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component Applicability of design parameters and proper Incorporation of component Is responsibility of bulldktg designer-not truss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsfbllity,of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCS1 Building Component 6904 Parke East Bbd. Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type 10ty ly Terrano/Lot 9 ABCC T7066566 730701 JAG ,'HALF HIP GIRDER 1 2 Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTak Industries,Inc. Tue May 19 10:52:39 2015 Page 1 I D:2fdnnkV2M7uozMX2KV5Fglya5Xn-5Cr9Luj Wj4tHge3olxC4vGdlpT4ZrCY1 okeJgJzEzb6 4-10-1 7-11-8 4-10-1 3-1-7 Scale=1:18.2 2x4 3 3.00 F12 3x4= 2 6 1 L FU� b o 3x4= 3x8 11 5 4 3x10 11 3x4= HHUS26-2 4x8- D-7-8 4-10-1 7-11-8 8-5-0 0-7-8 4-2-9 3-1-7 Plate Offsets(X,Y)-- 11:0-0-0,0-1-41,[1:0-1-10,1-4-4),(1:0-6-11,0-0-71,[4:0-1-12,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.16 Vert(LL) -0.01 5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.45 Vert(TL) -0.04 5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Wind(LL) 0.00 11 >999 240 Weight:87 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4-6:2x6 SP No.2 WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 4=1182/0-5-0,1=1033/0-4-0 Max Horz 1=69(LC 21) Max Grav4=1 211(LC 2),1=1038(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-1=-1112/0,1-2=-233710 BOT CHORD 1-7=0/1107,1-5=0/2239,4-5=0/2239 WEBS 2-5=0/1456,2-4=-2437/0 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. ,,�� Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. ,� p,S A. q I� Webs connected as follows:2x4-2 rows staggered at 0-2-0 oc,Except member 4-2 2x4-1 row at 0-9-0 oc. ��O\`�` •••••' • 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply��, .•��G E NS •••'9�1�� connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2pst;BCDL=4.2psh h=1 511;B=45ft;L=2411;eave=oft;Cat.110; 0 3938 Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 = yt 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ;�Q 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. i . — ATE : �� 7)Use Simpson Strong-Tie HHUS26-2(14-10d Girder,4-10d Truss)or equivalent at 4-10-1 from the left end to connect truss(es)to back".O••, '��C/ face of bottom chord. �i�T •• P:•� 8)Fill all nail holes where hanger is in contact with lumber. �j ` 0 R , LOAD CASE(S) StandardO N M-�to`�� 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-60,4-7=-20 FL Cert. 6634 Concentrated Loads(ib) Vert:5=-1585(B) May 19,2015 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.02/15/2015 BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsUiltty of building designer-not truss designer.Bracing shown 10, Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Mitek' fabrication quality control,storage.delivery,erection and bracing,consult ANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalable from imus Plate Instffute,781 N.Lee Street.Suite 312,Alexandria.VA 22314. Tanga,FL 33610 Job Truss Truss Type Oty Ply Terrano!Loi 9 ABCC T7086567 730701 K Common 2 1 Job Referenceo tional American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries.Inc. Tue May 19 10:52:40 2015 Page 1 I D:VA8hizDMwz2GsEl BIZx547zPrwe-aO PYZEk8UO?B Roe_sejJ RTAtOtSVajiBi OOsCmzEzb5 7-3-0 14-6-0 7-3-0 7-3-0 Scale=1:26.4 4x4= 2 5.00 12 16 17 15 18 1 3 L XI Li II 4 4x4= 2x4 4x4= 3x10 1 3x10 11 0-7-9 7-3-0 13-10-8 14-6-0 0-7-9 6-7-7 6-7-8 0-7-8 Plate Offsets(X,Y)-- (1:0-0-0,0-1-141,(1:0-3-3,Edge1,(3:0-0-0,0-1-141,(3:0-3-3,Edge1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.04 4-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.08 4-14 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.02 3 n/a n/a BCDL 10.0 Code FBC2010fTP12007 (Matrix-S) Wind(LL) 0.03 4-9 >999 240 Weight:55 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer i Left:2x6 SP No.2,Right:2x6 SP No.2 Installation guide. REACTIONS. (Ib/size) 1=580/0-4-0,3=580/0-4-0 Max Horz 1=-63(LC 10) Max Upliftt=-1 35(LC 12),3=-135(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-15=-713/253,15-16=-642/256,2-16=-640/267,2-17=-640/267,17-18=-641/256, 3-18=-713/253 BOT CHORD 1-5=-110/257,1-4=-153/591,3-4=-153/591 WEBS 2-4=0/253 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Exp C;Encl.,GCpi=0.118'MW FRS(diircond recctio al)a)d C-C1Exter or(2)0-0--O to 3-0-0,IIntter or(1)3-0-Oto t73-0,Exterior(2)or(2)7-3-0tot 10-3-0 A. zone; A. r','�� A zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip �% ........ ••••••., e '♦ DOL=1 ♦.60 . •'"GENS'' 3)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. :• �' -- •� :�y,. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will.'.* 3938 fit between the bottom chord and any other members. * ;• •; 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)1=13'y� 3=135. ' 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and rM"gypsum sheetrock be applied directly to the bottom chord. .-0 hord. %O ATE ♦♦♦',ss,ONA`� % FL Cert. 6634 May 19,2015 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.02116/2015 BEFORE USE. Design valki for use only with MiTek connectors.This design Is based only upon parameters shown,and Is for an Individual building component. , Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure statAilty during construction Is the responsibility,of the MiTek' erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding Fabrication,quality control,storage.delivery,erection and tracing,consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,781 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 i Job Truss Truss Type Qty Ply Terreno 1 Lot 9 ABCC 27086568' 1730701 Ki (Common 2 1 Job Reference(optional) American Builders Supply. Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:41 2015 Page 1 I D:VABhizDMwz2GsEiBIZx547zPrwc-2bzwmalmFh7?3yDAQMEY_hiOKHm UJAdKG27QkCzEzb4 7-3-0 14-6-0 7-3-0 7-3-0 Scale=1:27.3 4x6= 2 5.00 12 13 12 14 a 11 n Ch 3 1 I� 4 4x4= 2x4 11 4x4= 3x8 I 3x8 7-3-0 146-0 7-3-0 7-3-0 Plate Offsets(X Y) [1:0-0-0,0-1-141,[1:0 3 3 Edge[ [3•Edge 0-1-141 [3.0-3-3 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.08 4-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.16 4-10 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-S) Wind(LL) 0.04 4-10 >999 240 Weight:52 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide REACTIONS. (Ib/size) 1=580/0-6-0,3=580/0-6-0 Max Horz 1=-63(LC 10) Max Upliftl=-135(LC 12),3=-135(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-11=-871/302,11-12=-803/304,2-12=-791/316,2-13=-791/316,13-14=-803/304, 3-14=-871/302 BOT CHORD 1-4=-204/741,3-4=-204!741 WEBS 2-4=0/306 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind: p A1 Encl..,GCpi=O.18;MW FRS(directional)and C-C1Exterior(2)0-0-0 to 3-0-0,Cnnterior( 1)3-0-0 tot73 0,Exterior(2)7-3-0 to - 10 ExC 3-0 ,,��,�PCj /4. •,qC n,' zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip •��\GE'N S' ••'9 DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �? �' F �•,�i 4).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wills3938 .�--- — fit between the bottom chord and any other members. * :• C 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb)1=13C �- 3=135. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum •; sheetrock be applied directly to the bottom chord. O ATE • i 0R1DP ��,. FL Cert. 6634 May 19,2015 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE M117473 rev.02116/2015 BEFORE USE. Design valid for use only with MiTek connectors.This design Is based only upon parameters shown,and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibilllty of the MiTek' erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery.erection and bracing,consult ANSI/TPI I Quality Criteria,DSB-89 and BCS(Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexanci t VA 22314. Tampa.FL 33610 19 Job Truss Taus Type Qty Ply 730701 K2 Common 2 1 Terrano!Lot 9 ABCC T7086569 I i Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:41 2015 Page 1 I D:VABhizDMwz2Gs EIBIZx547ZPrwc-2bzwmalmFh7?3yDAQMEY_hiOKHm UJAdKG27QkCzEzb4 7-3-0 14-" 7-3-0 7-3-0 Scale=1:25.8 4x6= 2 5.00 12 12 13 11 14 3 1 Lj I 4 3x8 III 4x4= 2x4 l 3x8 I 4x4= 7-3-0 146-0 7-3-0 7-3-0 Plate Offsets(X Y)-- [1:0-0-0,0-1-141,fl:0-3-3,Edgel,[3:0-0-0,0-1-141,[3:0-3-3,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.08 4-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.16 4-10 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix-S) Wind(LL) 0.04 4-10 >999 240 Weight:52 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (Ib/size) 1=580/0-6-0,3=580/Mechanical Max Horz 1=-63(LC 10) Max Upliftl=-135(LC 12),3=-135(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-11=-871/302,11-12=-803/304,2-12=-791/316,2-13=-791/316,13-14=-803/304, 3-14=-871/302 BOT CHORD 1-4=-204/741,3-4=-204/741 WEBS 2-4=0/306 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Exlp C;Encl.,GCpi=0.118;MW FRS(directional)gust)d C-ClExteriior(2)0-0-0 to 350-0,CInntterior(1)3-0-0 tot7-3-0,Extedor(2)7-3-0 tot 10-3-0 �� j'14, ��4 �A I zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip 0\�•P........ DOL=1.60 `` �` .•'�G E NS'• 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �••'•�P y� 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wills 3938 fit between the bottom chord and any other members. * ; 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)1=13'M 3=135. :`cc - 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1�"gypsum �' % --- ATE sheetrock be applied directly to the bottom chord. i FL Cert. 6634 May 19,2015 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII.7473 rev.0271672015 BEFORE USE. Design valid for use only with MITek connectors.TMs design Is based only upon parameters shown,and is for an Individual budding component. , Applicabilty of design parameters and proper kx:orporatlon of component is responslblltty of bulldkg designer-not truss designer.Bracing shown Is for lateral support of IndNkival web members only. Additional temporary bracing to Insure stability during construction Is the responsibdlity of the MiTek erector. Additional permanent bracing of the overall structure is the responsibility of the budding designer.for general guidance regarding fabrication,quality control,storage,delivery,erection and tracing.consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avak111e from Truss Plate institute.781 N.Lee Street.Suite 312.Nexandrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Terrano/Lot 9 ABCC 77086570 730701 KG Monopilch Girder 1 1 s Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc.Tue May 19 10:52:42 2015 Page 1 ID:VABhizDMwz2GsEIBIZx547zPrwe-WnXlzw100?FSh6nN 3lnXUF8Lh3B2ehUUitzHezEzb3 s-o-o 6-0-0 2x4 Scale=1:18.8 2 I 5.00 12 1 F� l HUS26 7 8 3 HUS26 HUS26 2x4 11 5x6= 6-0-0 6-0-0 Plate Offsets(X,Y)-- (1:0-0-0,0-1-141 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 j TC 0.65 Vert(LL) 0.10 3-6 >734 360 MT20 244/190 TCDL 10.0 j Lumber DOL 1.25 BC 0.65 Vert(TL) -0.24 3-6 >297 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Wind(LL) 0.09 3-6 >795 240 Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP 240OF 2.OE end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing j be installed during truss erection,in accordance with Stabilizer j Installation guide. REACTIONS. (Ib/size) 1=1157/0-6-0,3=992/Mechanical Max Horz 1=86(LC 8) Max Upliftl=-270(LC 8),3=-269(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-263/174 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 4)(it Refer to g�deeen er(s)foormtruss sord to truss connections.any ther mbers. ,```%-�A PS A q, o� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)1=270, `%** l0\V •........ �'J E N•• e A,jam 3=269. ,� �•.•�\ S'�• 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 3938 ` 0-8-12 from the left end to 4-8-12 to connect truss(es)to back face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). • LOAD CASE(S) Standard O ATE 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 T Uniform Loads(plf) ��'••C p R O P••\�� Vert:1-2=-60,3-4=-20 S G � Concentrated Vert:6=-560(6))7=-560(8)8=-560(B) ��iS��NA` %0 FL Cert. 6634 May 19,2015 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.02/15/2015 BEFORE USE. Design valid for use only with MBek connectors.this design Is based only upon parameters shown,and Is for an individual building component. Applicability of design parameters and proer Incorporation of component Is responslblltly of building designer-not truss designer.&achy shown p MR is for lateral support of Individual web members only. Addfikrtai temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding MiTek fabrication,quallty control,storage,delivery,erection and tracing,consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bbd. sarety Information avalable from fruss Plate Institute,781 N.Lee Street Suite 312,Alexandria,VA 22,314. Tampa,FL 33610 1 1 Job russ Truss Type Qty Ply Terrano/Loi 9 ABCs 77086571 730701 fIX Roof Special Structural Gable 1 1 Job Reference(opt, o tional American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. I us May 19 10:52:43 2015 Page 1 I D:VA8hizDMwz2GsE I BIZx547zPrwc-_z5gBGm1 nJNj IGMZXmH036oNw4Shn4SdjMcXp5zEzb2 1-4-10 t 5 12-11-2 1 16 14-a0 1-4-10 2- 5.8-1 5-8-1 2- 1-410 Scale=1:24.6 4x4= 2 5.00112 17 16 18 15 3 1 h 4 5x8 11 6 5 5x8 11 5x8 5x8 o-7-s 1-a-10 1 7-3-0 12-11-2 1 1 1s10 a 1a 6 0 o-7-s a&1 z-5 sal sal z- o az 67-8 Plate Offsets(X.Y)-- 1:0-2-12 0-2-14 1:0-3-0 1 2-6 3:0-2-12,0-2-141, 3:0-3-0.1-2-6 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.03 3-5 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.08 3-5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-S) Wind(LL) 0.02 3-5 >999 240 1 Weight:68 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except" TOP CHORD Structural wood sheathing directly applied. 1-1.3-3:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer 1 OTHERS 2x4 SP No.3 Installation guide WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (Ib/size) 1=514/0-4-0,3=514/0-4-0 Max Horz 1=-51(LC 10) Max Upliftl=-120(LC 12),3=-1 20(LC 12) FORCES. (lbTOP CHORD) Ma1-15=-7941278,15-16=-727/278,x. , 2-216(lb) 2)or less1/288,2-17=-721/288,17-18=-727/278, �xct when shown. %,, s I IAI11/�,�'', 3-18=-794/278 .•'GEN BOT CHORD 1-6=-190/678,5-6=-200/680,4-5=-200/680,3-4=-190/678 :A�4� •••�� S�`••,9/�� NOTES- � 3938 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=oft;Cat. Interior(1)3-9-14 to 7-3-0,Exterior(2)7-3 Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-9-14 to 3-9-14, 0 to �Vir� 10-3-0 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate = ATE ` grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry ;`0 .�•�< R Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. , 4)All plates are 2x4 MT20 unless otherwise indicated. l�•••'•••••••• % 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �I �N Ay 7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb)1=12 FL Cert. 6634 3=120. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y2"gypsum May 19,2015 sheetrock be applied directly to the bottom chord. Q WARNING-verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MI1.7473 rev.02/16/2015 BEFORE USE. Design valid for use only with Mnek connectors.This design Is based only upon parameters shown,and Is for an Individual LAAding component. p Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.&acing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity,of the MiTek' erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalabie from Taus Plate Institute,781 N.Lee Street,Suite 312.Alexandria.VA 22314. Tanga,FL 33610 Job Truss I Truss Type I Qty Ply Terrano/Lot 9 ABCC 77086572 730701 L �,Common 2 1 Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc.Tue May 19 10:52:44 2015 Page i I D:VABhizDMwz2GsEl BIZx547zPrwc-SAf2OcnfXcVawPxl5UoFcJKZFUohW Xamy0M4LXzEzb1 6-6-0 13-0-0 6-6-0 6-" Scale=1:24.9 4x4= 2 5.00 12 12 13 11 14 3 1 Ir Li I 4 3x8 4x4= 2x4 II 4x4- 3x8 11 6-6-0 13-" 6-6-0 6-6-0 Plate Offsets(X,Y)-- (1:0-0-0,0-1-141,(1:0-3-3,Edgel,(3:0-0-0,0-1-141,(3:0-3-3,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.05 4-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.10 4-10 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-S) Wind(LL) 0.03 4-10 >999 240 Weight:47 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (Ib/size) 1=520/0-6-0,3=520/Mechanical Max Horz 1=-57(LC 10) Max Upliftl=-1 21(LC 12),3=-121(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-11=-771/289,11-12=-710/289,2-12=-708/300,2-13=-708/300,13-14=-710/289, 3-14=-771/289 BOT CHORD 1-4=-195/656,3-4=-195/656 WEBS 2-4=0/271 NOTES- 1)Unbalanced roof live loads have been considered for this design. SCE 7-10; 2)Exp C;AEncl..,GCpiv0.118;MW FRS(diirrecctio al)a-scond gust)d C-C1 or'(2)0-0-to 350-0, CInntter or(1)3-0-0 tot6 6-0,Exterior(2)or(2)6-6-0 tot'9-6-011' ``.�-%%%J1111111111 t�%Pr rS A. q zone;cantilever left and Fight exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip O\V •••• DOL=1.60 .••�G E ni s•• q0., 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. :• F•�'. �.. 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wills 3938 fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb)1=121; 3=121. - :r17 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum AT sheetrock be applied directly to the bottom chord. i 0 % Sir rrrr�r�� FL Cert. 6634 May 19,2015 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.021162015 BEFORE USE. Design valid for ire only with Mffek connectors.this design Is based only upon parameters shown,and is for an individual building component. App lec"ity of design parameters and proper incorporation of component Is responsibility of bullcl1W designer-not truss designer.Bracing shown HN, Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the MiTek*erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guldance regarding fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPI f Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avaiable from Truss Plate Institute,781 N.Lee Street.Suite 312.Mexarxlria.VA 22314. Tampa,FL 33610 Job ITruss Truss Type Qty Ply I Terrano/Loi 9 ABCC T7086573 730701 LG Monopilch Girder 1 1 Job Reference(optional) I American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 Mitek Industries,Inc. Tue May 19 10:52:45 2015 Page 1 I D:VABhiz DMwz2Gs EI BIZx547zPrwc-wMC RcyoH IweRYZW yfBJU8XtgGu6iF_RwAg5dtzzEzbO 6-0-0 r 6-0-0 2x4 11 Scale=1:18.8 2 5.00 F12 1 1 7 8 3 HUS26 HUS26 2x4 11 46= 6-0-0 6-0-0 Plate Offsets(X Y) [1:0-0-0,0-1-101 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft IId PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.08 3-6 >837 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.21 3-6 >339 240 1 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix-M) Wind(LL) 0.08 3-6 >901 240 Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP 2400E 2.0E end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=711/0-6-0,3=757/Mechanical Max Horz 1=86(LC 8) Max Upliftl=-1 57(LC 8),3=-211(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2pst;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.11; Exp C;Encl.,GCpi=0.1&MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,,-\Vn`P S I A. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)1=157, ,`N At 3=211. �` O.••'GENS'•�q,'�� 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ; �`•• �� `'••• 7)Use Simpson Strong-Tie HUS26(14-1 Od Girder,4-1 od Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 4-0-12 to connect truss(es)to front face of bottom chord. 3938 8)Fill all nail holes where hanger is in contact with lumber. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard �',` ATE .'441 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 i 0 Uniform Loads(pit) 5A. Vert:1-2=-60,3-4=-20 '��. < O R Concentrated Vert:7=o500(F)ads )8=500(F) i s jO N A; fl, %�, FL Cert. 6634 May 19,2015 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II-7473 rev.02175/2015 BEFORE USE. Design valid for use only with MITek connectors.This design is based only upon parameters shown,and is for an individual bull component. Applicability of design parameters and proper Incorporation of component Is responsibility of bulldirrg designer-not III designer.Bracing shown is for lateral sutppod of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsib®Iity of the Mitek i of the building designer.for general guidance regarding erector. AdditbrxA permanent bracing of the overall structure k the responsibility n9 sig 9 fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalabie from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 j Job Truss Truss Type Qty Ply Terrano/Lot 9 ABcc 77086574 730701 LX !Roof Special Supported Gable 1 1 Job Reference(optional) American Builders Supply. Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 70:52:46 2075 Pagel I D:VA8hizDMwz2GsEIBIZx547zPrwc-OYmppHov3EmH9j58DvgjhkQyliZh_QR3PKrBQQzEzb? 1-410 6-6i-0 11-5-1 11-7r6 13-0-0 1� 4-10 0'-2-5 4-11-1 4-11-1 4z-b 1 a to Scale=1:22.2 4x4= 4 5 6 5.00 12 7 3 17 16 18 15 3x4 8 3x4 l/ 2 � 9 ryT1 In �} Li o !V1515 3 q 14 13 12 11 10 5x10= 5x10= 13-0-0 13-0-0 LOADING(psf) SPACING- 2-0-0 �TCO. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 18 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) Wa n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 9 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix) Weight:58 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. 1-2,8-9:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. All bearings 13-0-0. (lb)- Max Horz 1=-51(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)1,9,12,13,14,11,10 Max Grav All reactions 250 Ib or less at joint(s)1,9,12,13,11 except 14=307(LC 21),10=307(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-14=-220/269,7-10=-220/269 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=2ft;Cat.Il; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 6-6-0,Comer(3)6-6-0 to 9-6-0 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,��1 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry �� S A. Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 20 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. ,�.4�.,, EN 5*-.�9A� 6)Gable studs spaced at 1-4-0 oc. 3938 [� 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .• 8)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will: fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,9,12,13,14,11,E _ mcc— 10. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. .�,�` ATE ��; O N A-0%0 FL Cert. 6634 May 19,2015 0 WARNING-Verlry design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIF7473 rev.02116/2015 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an Individual balding component. Applicability of design parameters and proper Incorporation of component building designer-no designer. Bradigshown Is for lateral supoA of individual web members only. Additional temporary is�l � ldiYa duos Is the r of theeMiTek' erector. Additional permanent bracing of the overall structure Is the responsibility of The building designer.For general guidance regarding tabrication,quality control,storage,delivery.erection and bracing.consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalabie from Truss Plate Insf Lute,781 N.Lee Street,Suite 312.Alexandria.VA 22314, Tampa,FL 33610 Job Truss Truss Type Qty Ply Terrano/Loi 9 ABCC T70865751 730701 M Common 4 1 Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries.Inc.Tue May 19 10:52:46 2015 Page 1 1 D:VA8hizDMwz2GsEl BIZx547zPrwc-OYmppHov3Em H9j58DvgjhkOydlXv_QY3PKrBQQzEzb? 4-10-0 9-8-0 4-10-0 4-10-0 Scale=1:20.1 4x4= T2 5.00 12 13 12 14 11 3 1 4 3x6 11 2x4 11 3x4= 3x6 11 3x4= 4-10-0 9-8-0 4-10-0 4-10-0 Plate Offsets(X,Y)-- (1:0-0-0,0-1-61,(1:0-1-11,0-4-131,13:Edge,0-1-61,(3:0-1-11,0-4-131 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.02 4-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(TL) -0.04 4-10 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-S) Wind(LL) 0.01 4-7 >999 240 Weight:35 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (Ib/size) 1=387/0-6-0,3=387/Mechanical Max Horz 1=-42(LC 10) Max Upliftl=-90(LC 12),3=90(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-11=-548/255,11-12=-506/257,2-12=-497/265,2-13=-497/265,13-14=-506/257, 3-14=-548/255 BOT CHORD 1-4=-174/467,3-4=-174/467 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft B=45ft L=24ft;eave=4ft;Cat.11; 7-10-0 zone;antie er eft and right de po ed(directional) for members ran)d forceso&MW FRSrfor(reactions nshown;Lumber DOL=1 60 plate �• S+A�t q�'J, grip DOL=1.60 ,% 0 �,.... B �i 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •\Ci E N S 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will \' F••'. fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. = * 3938 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. f/— 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y2"gypsum sheetrock be applied directly to the bottom chord. •r ATE '�U ON FL Cert. 6634 May 19,2015 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M/F7473 rev.0 211 6,2 0 1 5 BEFORE USE. Design valid for use only with Mtlek connectors.This design Is based only upon parameters shown,and Is for an Individual building component. Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Irxllvidual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MiTek'erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrlcallorL quality control,storage,delivery,erection and bracing,consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallabie from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Terrano/Lot 9 ABCC 77086576 730701 MG I Monopitch Girder 2 1 Job Reference(optional) American Builders Supply, Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc.Tue May 19 10:52:47 2015 Page 1 I D:VA8hiz DMwz2Gs EIBIZx5472Prwc-sIKB 1 dpXgXu8ntgKmcLyEyyOOihQj LmDezakyszEzb_ 6-0-0 6-0-0 2x4 11 Scale=1:18.8 2 1 5.00,f12 I 1 i 1 7 8 3 HUS26 HUS26 2x4 11 3x4= 6-0-0 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.09 3-6 >774 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.22 3-6 >314 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Wind(LL) 0.09 3-6 >824 240 Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-9-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. — REACTIONS. (Ib/size) 1=584/0-6-0,3=618/Mechanical Max Horz 1=86(LC 21) Max Upliftl=-1 27(LC 8),3=-178(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. ,itI111111III 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)1=127, --�nn S A. III' 6) Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ��,1�\v,P''�E•''ACB'��i� 7)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at GEN S�'•�j1 i� 2-0-12 from the left end to 4-0-12 to connect truss(es)to front face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. 3938 . 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). * :• ', LOAD CASE(S) Standard �r 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) 0.� ATE • Vert:1-2=-60,3-4=-20 �� ,�' Al Concentrated Loads(Ib) i �•'• O R 1�.• ��,�� Vert:7=-367(F)8=-367(F) N A111"It ��` FL Cert. 6634 May 19,2015 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.0211612015 BEFORE USE. Design valid for use only with Mffek connectors.This design Is based only upon parameters shown,and Is for an individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Blacing shown HH, is for lateral support of IndMdual web members only. Addtikxnal temporary tracing to inose stability during construction is the responsibfllity of the MiTek erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,qua0ly,control,storage,delivery.erection and bracing.consult ANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bbd. Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Mexandrfa.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Terrano/Lot 9 ABCC 77086577 730701 Mx Root Special Supported Gable 2 / Job Reference(optional) American Builders Supply. Sanford,FL 32771 7.620 s Mar 27 2015 MiTek Industries,Inc. Tue May 19 10:52:48 2015 Page 1 ID:VABhizDMwz2GsEIBIZx547zPrwc-LxuZEzg9br0?P1 FWKKsBm9Vlk5FPSKgMtdKHTlzEzaz 1-4-10 1 -15 4-10-0 8-1-1 -3 9-8-0 1-4-10 -2- 3-3-1 3-3-16-2-81-4-10 Scale=1:18.7 4x4= 3 4 5 1 5.00 12 12 11 2x4 11 2x4 1: 3x4\\ 6 3x4 2 7 Lj Li 1m 0 10 9 8 4x8— 2x4 II 2x4 II 2x4 I 4x8= 9-8-0 9-8-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight:41 ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied or 9-8-0 oc puffins. 1-2,6-7:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SP No.2MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. All bearings 9-8-0. (Ib)- Max Horz 1=-37(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)1,7,9,10,8 Max Grav All reactions 250 Ib or less at joint(s)1,7,9 except 10=281(LC 21),8=281(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-10=-200/291,5-8=-200/292 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=2ft;Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Corner(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 4-10-0,Corner(3)4-10-0 to 7-10-0 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,�11111111/11 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry �� S A. �I�I Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. ,,��O ,. �'94B 4)Gable requires continuous bottom chord bearing. ``��.-\r E N g�. 5)Gable studs spaced at 1-4-0 oc. •-'�.. 6)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will * 3938 fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,7,9,10,8. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �' ;rte ATE '� � .� `�N ll A`E%111111110111, % FL Cert. 6634 May 19,2015 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI TEK REFERANCE PAGE MII.7473 rev.02/1612015 BEFORE USE. Design valid for use ortiy with MITek connectors.This design Is based only upon parameters shown,and is for an Individual building component. , Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure h the responsibility of the Lxlildirg designer.for general guidance regarding fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Builds ng Component 6904 Parke East Blvd. Safety Information available from Truss Rate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 I, r (-)� Z m > �r v, r _ a D m y o D �� N 70 m N m /Z� D X N Q r V i r N (D 0 I I oCW�Qza D m CO. 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