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2050 Beach Ave 2015 New Home r CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD s) j ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 �tit Application Number . . . . . 14-00000268 Date 3/19/14 Property Address . . . . . . 2050 BEACH AVE Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES GEN MF DISTRICT Application valuation . . . . 540000 ---------------------------------------------------------------------------- Application desc new sfr and pool house ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CDL AB LLC ELITE HOMES INC. 335 11TH ST 357 12TH ST ATLANTIC BEACH FL 322335934 ATLANTIC BEACH FL 32233 43-4928 (904) 349-2803 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . SINGLE FAMILY DWELLING NEW Additional desc . . Permit Fee . . . . 1760 . 00 Plan Check Fee 880 . 00 Issue Date . . . . Valuation . . . . 540000 Expiration Date . . 9/15/14 ---------------------------------------------------------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management. ) 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. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE 4BPERMIT IS PD 04 Ny �VErA dA,' RC6PAfAr1% E FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 - w .,,Js313• Page 2 Application Number . . . . . 14-00000268 Date 3/19/14 ---------------------------------------------------------------------------- Special Notes and Comments are set to grade and visible . A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 26 .40 DEV REVIEW-SINGLE & 2-FAM 50 . 00 ENG REV RESIDENTIAL BLD 100 . 00 STATE DBPR SURCHARGE 26 .40 UTIL REV RESIDENTIAL BLDG 100 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1760 . 00 1760 . 00 . 00 . 00 Plan Check Total 880 . 00 880 . 00 . 00 . 00 Other Fee Total 302 . 80 302 . 80 . 00 . 00 Grand Total 2942 . 80 2942 . 80 . 00 . 00 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 VFEB2014 By Job Address: � Permit Num "e � � Legal Description L 71A ex t �Wf5r iso u . 6� Pa l# �6�-7 1 Z-0000 Floor Area of q.Ft. t Valuation of Work$ 5w,Do Proposed Work heated/coo d 7$ ' n-heated/cooled�WC�� Sold, AO® yp S,47 m ,�-.-)7-1y Class of Work(circle one): ewAddition Alteration Repair Move De oo sp u. �a Useofexisting/propposed,structure(s) ((circle one):. Commercial R ti tthe�� If an existing struc}ure,is a fire sprinkler system installed? (Circle one): Yes No N/A G She Florida Product Approval# _ For multiple products use product approval form > Describe in detail the type of work to be performed: Propertv Owner Information: Name:C D L Nb 1.1f�r� Ad ress: 35 CityWiviL, State L Zip 3Phone -SLK-- 1303 E-Mail or Fax#(Optional) Contractor Information: Company Name: �/l'3{ Kulz F .yr`- Quali jng A ent: art,--) LA M l) Address: _35 5 It 51-�2n City AVAtul State L Zip S�3 Office Phone 9N- ?,%kq_ 'I`fps Job Site/Contact NuMer. q0 -{ '3q9 7,W'5Fax# qN 1-R7HCs State Certification/Registration# CbC, 05q,10 Architect Name&Phone# Engineer's Name&Phone# N w/ekt,►+ ' - a O Fee Simple Title Holder Name and Address (' L LC _3i4l, f _f(, 37201 Bonding Company Name and Address Mortgage Lender Name and Address MA Application is hereby made to obtain a permit to do the work rnrd installations as irulicated I cer4rfi that no wor/r or installation has commenced prior to the issuance of a permit and drat all work will be performed to meet the standafzls of all laws regulating constnection in this jurisdiction. Thispermit becomes null and void rf worlr is not commenced within six(6)months,or,if construction or worlr is suspended or abmtdoned for apenod of six(6)months at any time after work is commenced. I understmrd that separate perntits must be secured for Electrical World Plumbing, Sig»s, Wells,Pools, Furnaces,Boilers,He rs, 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 certifi,that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances goventing this tape of work will be complied with whether sppecir red herein or trot. The granting of a permit does not presume to give authority to violate or cancel the provisions of arty other federal,state,or local Iaw regulating construction or the performance of construction. Signature of Owner Signature of Contractor Print Name Print Name Swo subscri e re S d subscribe me , ` this yo 20 D v of 20)`� Notary Sh y L Graha N i hi6 L Graha My mmissiofi f 086 My mission F 088 Exa+ro•oy1ano1eoznano�6 Re ed 01.26.10 Of M1 Map Output Page 1 of 1 JAXGIS Property Information AI II4 r « a e � 1 aan >w >a e ; w >w.. e ` a ass � __- `,- 1 e «.. 7 = >« I soft C!l IN E# me ddress ransacdo Ac— ook-Page ap Legal Descriptions IO hSit EDC vacw# CPAC ois jArf-e Sc/ro ch8h#n dc otic 'ce ne one one one oneR e eg one one050 EACH AVE 15-93 92S29E .22 tin of in /A 7169712 0000 OL AB LL 50000 .22 65450128 09 N ATLANTIC BEACH UNIT NO 3 A h& terprise AT 1 tannin A NA A A A AZLANTIC BEAC LOT71A(EXW110FT) ne one ist: 8 http://maps.coj.net/WEBSITE/DuvalMapsSQL/toolbar.asp 2/27/2014 CITY OF ATLANTIC BEACH Building Department J 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 PLAN REVIEW COAMENTS Permit Application # Property Address: t20 50 Applicant: E k /e— Mbvy,e S Project: n/P W S ff- This permit application has been: EB' Approved 0 Reviewed and the following items need attention: S c vo PIease re-submit your application when these items have been completed. Reviewed By: Date: 2-27-lel' _ _ � n � �' a b •v W (D CD zs cm eD FD" oc as crc O a o -, CCDCD C � 00 b t sl; CI- z (zr Z o cr:'. Cl.o (D V �.C' P o CD O -� 0 CD C � 's Y rD 0 Z o r � cr W 00 CD at. M n r Q- C- Y lr � x ° o r Uq (D 0. \ r CD o c- C'D o � �o m 6 7 w A k g k o � EnCD ƒ — 7 0 = g \' @ n CD = p ƒ 2. k ° R ƒ \ R 8 C ° 2 \ § § ƒ \ § a 7 2 ° \ � . n � � � � 2 U � E � 2 � � a » a � 7 c 2` � � ƒ . ■ §. 2 % a , m � � 7 � :tt � � r (_ . # w N O o oo J CT v, A w N O J CT to ? w N J 7 ? Cp cn O OILIO C" • i] O O p n "'] e cD Qo O UQ (nO n N ; O O n' 1 -1 CDCD CD CD CD 00 C CD 0 y N r O_ CD cc CD n O R C � n L7 c .T C � O a c d I J. O O r 3� o' 0 -a 4t II r 0 sv 4t 4 v�� 0 5 x n 0CD CD O OC7. n-r N Q9.. �� Z ID N �CD :� O `t3 m O CEJ Al CD O _ 5 = CDO O � p UQ ts D .nr O C ' � CC , D l cr '. O CD < CD cn ( � CCD W Q, CD p' n ofb C CDCD C O W Z � n G. G 7" 0 0- c R. 0 CD O CD p 2 T N c 0 O po CL tD CDGCD CD W CD o n r" CD �, O O N Q.. O CD O O O CD O CD FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Beach Avenue Project Builder Name: ELITE Homes Inc. Street: Beach Avenue Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL,32233-0000 Permit Number: Owner: Elite Homes Inc. Jurisdiction: 261100 Design Location: FL,Jacksonville 1. New construction or existing New(From Plans) 9. Wall Types(4150.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood,Exterior R=19.0 3801.90 ft2 b. Frame-Wood,Adjacent R=13.0 348.44 ft2 3. Number of units,if multiple family 1 c.NIA R= ft' 4. Number of Bedrooms 5 d. N/A R= ft2 10.Ceiling Types (2812.0 sqft.) Insulation Area 5. Is this a worst case? No a. Roof Deck(Unvented) R=19.0 2812.00 ft2 6. Conditioned floor area above grade(ft2) 4A- b. N/A R= ft2 R= ft2 11. Duuctct Conditioned floor area below grade(ft2) 0 c. s R ft2 7. Windows(713.7 sqft-) Description Area a. Sup: 1st Floor, Ret: 1st Floor,AH: 1st Floor 6 515 a. U-Factor: Dbl,U=0.35 713.67 ft2 b. Sup: 2nd Floor,Ret:2nd Floor,AH: 1st Floor 6 700 SHGC: SHGC=0.30 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 24.0 SEER:13.00 b.Central Unit 24.0 SEER:13.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 24.0 HSPF:7.70 SHGC: b. Electric Heat Pump 24.0 HSPF:7.70 Area Weighted Average Overhang Depth: 3.158 ft. Area Weighted Average SHGC: 0.300 14. Hot water systems 8. Floor Types (4878.0 sqft.) Insulation Area a. Propane Tankless Cap: 1 gallons EF:0.840 a.Slab-On-Grade Edge Insulation R=0.0 2066.00 ft2 b. Conservation features b.Floor Over Other Space R=0.0 1928.80 ft2 None c.other(see details) R= 883.20 ft2 15. Credits None Glass/Floor Area: 0.146 Total Proposed Modified Loads: 51.14 PASS Total Standard Reference Loads: 90.48 1 hereby certify that the plans and specifications covered by Review of the plans and ��TNE STAT this calculation are in compliance with the Florida Energy specifications covered by this ti Code. Dlglally98nedbyT-thyD. calculation indicates compliance Timothy D. oN`dcN= Tin,°u,yo c°ra"er,c= with the Florida Energy Code. � -»�; •, '•,�„ O� U5,O=USA HERS Before construction is completed PREPARED BY: Gardner -R��+"„n++�+h"°��•��; - - DATE: _ ntlin�"'�°'.thisdo�44 0 this building will be inspected for 0 compliance with Section 553.908 „ $ I hereby certify that this building, as designed, is in compliance Florida Statutes. I,ty'S with the Flodda Energy Code. COD WE OWNER/AGENT:.--___ BUILDING OFFICIAL: DATE: DATE: _ - Compliance qJreS t" f a F d B n nsu tion Inspection Checklist t �r FILE COPY 2/9/2014 12:23 M EAC 'N 0 Siction 405.4.1 Compliant Software Page 1 of 6 r ' PROJECT Title: Beach Avenue Project Bedrooms: 5 Address Type: Street Address Building Type: User Conditioned Area: 4878 Lot# Owner: Elite Homes Inc. Total Stories: 2 BlockiSubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: ELITE Homes Inc. Rotate Angle: 0 Street: Beach Avenue Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, 32233-0000 New/Existing: New(From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp �/ Design 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 Number Name Area Volume 1 Blockl 2066 19627 2 Block2 2812 22496 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 2066 19627 Yes 0 0 1 Yes Yes Yes 2 2nd Floor 2812 22496 No 6 5 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 1st Floor 222 ft 0 2066 ft2 — 1 0 0 2 Floor Over Other Space 2nd Floor ___ _—_ 1928.8 ft2 0 0 0.5 0.5 3 Floor over Garage 2nd Floor _—_ 583.2 ft2 19 0 0 1 4 Raised Floor 2nd Floor _—_ _—_ 300 ft2 19 1 0 0 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 3145 ft2 0 ft2 Medium 0.85 No 0.9 No 19 26.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 2812 ft2 N N 2/9/2014 12:23 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(Unvented) 2nd Floor 1 2812 ft2 0.11 Wood WALLS / Adjacent Cavity Width Height Sheathing Framing Solar Below Y_ #_ Ornt Tn Wall-Type Space R-Value Ft In Ft In Area_____R-Value_Fraction__AhSnr Grade°/ 1 E Garage Frame-Wood 1st Floor 13 37 4 9 4 348.4 ft2 0.23 0.5 0 2 E Exterior Frame-Wood 1st Floor 19 12 9 9 4 119.0 ft2 0.23 0.5 0 3 S Exterior Frame-Wood 1st Floor 19 60 6 9 4 564.7 ft2 0.23 0.5 0 4 W Exterior Frame-Wood 1st Floor 19 34 9 4 317.3 ft2 0.23 0.5 0 5 N Exterior Frame-Wood 1st Floor 19 68 8 9 4 640.9 ft2 0.23 0.5 0 6 E Exterior Frame-Wood 2nd Floor 19 37 8 296.0 ft2 0.23 0.5 0 7 S Exterior Frame-Wood 2nd Floor 19 98 6 8 788.0 ft2 0.23 0.5 0 8 W Exterior Frame-Wood 2nd Floor 19 10 8 8 85.3 ft2 0.23 0.5 0 9 W Exterior Frame-Wood 2nd Floor 19 25 4 8 202.7 ft2 0.23 0.5 0 10 N Exterior Frame-Wood 2nd Floor 19 98 6 8 788.0 ft2 0.23 0.5 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Insulated 1st Floor None .46 2 8 8 21.3 ft2 2 E Insulated 1st Floor None .46 2 8 8 21.3 ft2 3 E Insulated 1st Floor None .46 2 8 8 21.3 ft2 4 E Insulated 1st Floor None .46 3 8 24 ft2 5 S Insulated 1st Floor None .46 3 8 24 ft2 6 W Insulated 1st Floor None .46 3 8 24 ft2 7 E Insulated 2nd Floor None .46 3 8 24 ft2 8 W Insulated 2nd Floor None .46 1 6 8 12 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang V/ # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 E 2 Vinyl Low-E Double Yes 0.35 0.3 8.0 ft2 13 ft 4 in 2 ft 0 in None None 2 S 3 Vinyl Low-E Double Yes 0.35 0.3 8.9 ft2 1 ft 4 in 10 ft 0 in None None 3 S 3 Vinyl Low-E Double Yes 0.35 0.3 24.0 ft2 1 ft 4 in 12 ft 0 in None None 4 S 3 Vinyl Low-E Double Yes 0.35 0.3 32.0 ft2 1 ft 4 in 12 ft 0 in None None 5 W 4 Vinyl Low-E Double Yes 0.35 0.3 54.0 ft2 12 ft 0 in 2 ft 0 in None None 6 W 4 Vinyl Law-E Double Yes 0.35 0.3 24.0 ft2 12 ft 0 in 3 ft 0 in None None 7 W 4 Vinyl Low-E Double Yes 0.35 0.3 23.1 ft2 12 ft 0 in 2 ft 0 in None None 8 N 5 Vinyl Low-E Double Yes 0.35 0.3 23.1 ft2 1 ft 4 in 3 ft 0 in None None 9 N 5 Vinyl Low-E Double Yes 0.35 0.3 96.0 ft2 1 ft 4 in 10 ft 0 in None None 10 E 6 Vinyl Low-E Double Yes 0.35 0.3 24.0 ft2 1 ft 4 in 3 ft 0 in None None 11 E 6 Vinyl Low-E Double Yes 0.35 0.3 12.0 ft2 1 ft 4 in 3 ft 0 in None None 12 E 6 Vinyl Low-E Double Yes 0.35 0.3 33.0 ft2 1 ft 4 in 5 ft 0 in None None 13 S 7 Vinyl Low-E Double Yes 0.35 0.3 64.0 ft2 1 ft 4 in 2 ft 0 in None None 2/9/2014 12:23 PM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang V/ # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 14 S 7 Vinyl Low-E Double Yes 0.35 0.3 35.6 ft' 1 ft 4 in 2 ft 0 in None None 15 S 7 Vinyl Low-E Double Yes 0.35 0.3 67.6 ft' 1 ft 4 in 5 ft 0 in None None 16 W 8 Vinyl Low-E Double Yes 0.35 0.3 12.0 ft' 12 ft 0 in 2 ft 0 in None None 17 W 9 Vinyl Low-E Double Yes 0.35 0.3 17.8 ft' 1 ft 4 in 4 ft 0 in None None 18 W 9 Vinyl Low-E Double Yes 0.35 0.3 37.3 ft' 1 ft 4 in 4 ft 0 in None None 19 N 10 Vinyl Low-E Double Yes 0.35 0.3 53.3 ft' 1 It 4 in 4 ft 0 in None None 20 N 10 Vinyl Low-E Double Yes 0.35 0.3 64.0 ft' 1 ft 4 in 4 ft 0 in None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 583.2 ft' Oft' 64 ft 9.5 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0005 6397.5 351.22 660.51 .474 9.1126 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:7.7 24 kBtu/hr 1 sys#1 2 Electric Heat Pump None HSPF:7.7 24 kBtu/hr 2 sys#2 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 13 24 kBtu/hr 720 cfm 0.75 1 sys#1 2 Central Unit Split SEER: 13 24 kBtu/hr 720 dm 0.75 2 sys#2 HOT WATER SYSTEM �! # System Type SubType Location EF Cap Use SetPnt Conservation 1 Propane Tankless Exterior 0.84 1 gal 80 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft' 2/9/2014 12:23 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 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 1st Floor 6 515 ft' 1st Floor 309 ft2 Default Leakage 1st Floor (Default) (Default) 1 1 2 2nd Floor 6 700 ft' 2nd Floor 420 ft' Default Leakage 1 st Floor (Default) (Default) 2 2 TEMPERATURES Programable Thermostat:None Ceiling Fans: Coolin Mar May SSeep Oct Nov Dec Jul Heating lXJ Jan �Xj Jan Feb Mar Mar �X�Apr May Jun Ju A Oct Novn Jun lX�Jul JXJ Aug JXJ Sep �XjMar Apr Oct ixxl Nov lX�DDec ec Venting 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 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling(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 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 2/9/2014 12:23 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: Beach Avenue PERMIT#: Atlantic Beach, FL, 32233-0000 MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK 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. 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, 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 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 other means proven to reduce heat loss except if 70% of heat from 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. 2/9/2014 12:23 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 57 The lower the EnergyPerformance Index, the more efficient the home. Beach Avenue, Atlantic Beach, FL, 32233-0000 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area a. Frame-Wood,Exterior R=19.0 3801.90 ft 2. Single family or multiple family Single-family ' b .Frame-Wood,Adjacent R=13.0 348.44 ft 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 5 d. N/A R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? No a. Roof Deck(Unvented) R=19.0 2812.00 ft2 6. Conditioned floor area(ft2) 4878 b.N/A R= ft2 7. Windows" Description Area c.N/A R= ft2 a. U-Factor: Dbl,U=0.35 713.67 ft2 11. Ducts R ft2 a. Sup: 1st Floor, Ret: 1st Floor,AH: 1st Floor 6 515 SHGC: SHGC=0.30 b. Sup: 2nd Floor,Ret:2nd Floor,AH: 1 st Floor 6 700 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 24.0 SEER:13.00 SHGC: b. Central Unit 24.0 SEER:13.00 d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 24.0 HSPF:7.70 Area Weighted Average Overhang Depth: 3.158 ft. b. Electric Heat Pump 24.0 HSPF:7.70 Area Weighted Average SHGC: 0.300 8. Floor Types Insulation Area 14. Hot water systems Cap: gallons allons a.Slab-On-Grade Edge Insulation R=0.0 2066.00 ft2 a. Propane EF:0.84 b.Floor Over Other Space R=0.0 1928.80 ft2 c.other(see details) R= 883.20 ft2 b. Conservation features None 15.Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building E S7'A Construction through the above energy saving features which will be installed (or exceeded) �� in this home before final inspection. Otherwise, a new EPL Display Card will be completed '- based on installed Code compliant features. CA o Builder Signature: Date: c� o Address of New Home: City/FL Zip: cobwe J�� `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 TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Beach Avenue Project Builder Name: ELITE Homes Inc. Street: Beach Avenue Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, 32233-0000 Permit Number: Owner: Elite Homes Inc. Jurisdiction: 261100 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-permeable 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/door jambs 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. 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 aratin 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. Fireplace Fireplace walls include an air barrier. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software FILL COPY FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Beach Ave Project Pool House Builder Name: ELITE Builders Inc. Street: 2050 Beach Avenue Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL,32233-0000 Permit Number: Owner: Elite Builders Inc. Jurisdiction: 261100 Design Location: FL,Jacksonville 1. New construction or existing New(From Plans) 9. Wall Types(971.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood,Exterior R=13.0 971.33 ft2 b. N/A R= ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 1 d. N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (528.0 sqft.) Insulation Area a. Roof Deck(Unvented) R=19.0 528.00 ft2 6. Conditioned floor area above grade(ft2) 2 b. N/A R= ft2 c. Conditioned floor area below grade(ft2) 0 R= ft2 11. Duct s R ft2 7. Windows(82.5 sgft.) Description Area a. U-Factor: Dbl,U=0.35 82.50 ft2 SHGC: SHGC=0.30 b. U-Factor: NIA ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 10.0 SEER:16.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 13.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth. 1.333 ft. Area Weighted Average SHGC: 0.300 14.Hot water systems a. Electric Cap:30 gallons 8. Floor Types (528.0 sqft.) Insulation Area EF:0.920 a.Slab-On-Grade Edge Insulation R=0.0 528.00 ft2 b. Conservation features b.N/A R= ft2 None c.N/A R= ft2 15.Credits None Glass/Floor Area: 0.156 Total Proposed Modified Loads: 13.10 PASS Total Standard Reference Loads: 19.24 1 hereby certify that the plans and specifications covered by Review of the plans and O�TKE SIA . this calculation are in compliance with the Florida Energy specifications covered by this Code. Diger By signed by Timothy D.Gardner Timothy Dance �" Tan°myD Gaaar.D calculation indicates compliance h hyo US,O=USA HERS Reason:lahest to Me accuracy and with the Florida Energy Code. „ PREPARED BY: i°Se°""°`"'isd°a°lent Before construction is completed 02 DATE: _ this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. ✓�, �r,'C with the Florida Energy Code. nn COD W� OWNER/AGENT: - BUILDING OFFICIAL: M`Y DATE: - - - -- - - DATE - - 07 -•� "/ - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 2/9/2014 12:31 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: Beach Ave Project Pool Hous Bedrooms: 1 Address Type: Street Address Building Type: User Conditioned Area: 528 Lot# Owner: Elite Builders Inc. Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: ELITE Builders Inc. Rotate Angle: 0 Street: 2050 Beach Avenue Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL , 32233-0000 New/Existing: New(From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design 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 Number Name Area Volume 1 Blockl 528 5016 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 528 5016 Yes 1 1 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 95.5 ft 0 528 ft' 1 0 0 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 612 ft' 0 ft' Medium 0.85 No 0.9 No 19 30.3 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 528 1t2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Unvented) Main 1 528 ft2 0.11 Wood 2/9/2014 12:31 PM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below# Omt To Wall Type Ft In Et In Area R-X/;,I-ip Fraction Ahsnr Grade% _ 1 E Exterior Frame-Wood Main 13 32 11 7 370.7 ft2 0.23 0.5 0 _2 S Exterior Frame-Wood Main 13 15 8 11 172.3 ft2 0.23 0.5 0 _ 3 W Exterior Frame-Wood Main 13 32 8 256.0 ft2 0.23 0.5 0 4 N Exterior Frame-Wood Main 13 15 8 11 172.3 ft2 0.23 0.5 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Insulated Main None .46 6 8 48 ft2 2 S Insulated Main None .46 1 6 8 12 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang v # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 E 1 Vinyl Low-E Double Yes 0.35 0.3 30.0 ft2 1 ft 4 in 1 ft 0 in None None 2 E 1 Vinyl Low-E Double Yes 0.35 0.3 35.0 ft2 1 ft 4 in 3 ft 0 in None None 3 S 2 Vinyl Low-E Double Yes 0.35 0.3 17.5 ft2 1 ft 4 in 3 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0003 415.5 22.81 42.9 .231 4.9699 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:9 13 kBtu/hr 1 Ductless COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 10 kBtu/hr 300 cfm 0.75 1 Ductless HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Exterior 0.92 30 gal 40 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 2/9/2014 12:31 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 TEMPERATURES Programable Thermostat:None Ceiling Fans: Coolin [[ ]]Jan [[ ]]Feb [[ ]Mar [ ]A r JIM a (X]Jun X Jul [[X]Au [[X]Se ( ]Oct ki Nov Dec Heating [X]Jan [X]Feb [X]Mar [ ]APr l MaYJun l Jul ]Au [ ]SeP ( ]Oct NDeventin [[ ]]Jan [[ ]]Feb [[X]Mar [X]A r [ May ]]Jun [ Jul ]Aug [[ ]Se (X]Oct 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 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling(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 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 2!912014 12:31 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 2050 Beach Avenue PERMIT#: Atlantic Beach, FL, 32233-0000 MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK 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. 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, 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 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 other means proven to reduce heat loss except if 70% of heat from 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. 2/9/2014 12:31 PM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 68 The lower the EnergyPerformance Index, the more efficient the home. 2050 Beach Avenue, Atlantic Beach, FL, 32233-0000 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=13.0 971.33 ftZ b. N/A R= ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 1 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Roof Deck(Unvented) R=19.0 528.00 ft' 6. Conditioned floor area(ft2) 528 b. N/A R= ft2 c. R= 7. Windows" Description Area ft 11. Ducts R ft2 a. U-Factor: Dbl,U=0.35 82.50 ft2 SHGC: SHGC=0.30 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 10.0 SEER:16.00 SHGC: d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 13.0 HSPF:9.00 Area Weighted Average Overhang Depth: 1.333 ft. Area Weighted Average SHGC: 0.300 8. Floor Types Insulation Area 14.Hot water systems Cap:30 gallons a.Slab-On-Grade Edge Insulation R=0.0 528.00 ft' a. Electric EF:0.92 b.N/A R= ftZ c.N/A R= ft2 b. Conservation features None 15. Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building -TIA E Sr Construction through the above energy saving features which will be installed (or exceeded) 04 = arFo in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. , o Builder Signature: Date: w. Address of New Home City/FL Zip: c01) WIE Jg� *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 f TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Beach Ave Project Pool House Builder Name: ELITE Builders Inc. Street: 2050 Beach Avenue Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL,32233-0000 Permit Number: Owner: Elite Builders Inc. Jurisdiction: 261100 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-permeable 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/door jambs 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. 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 separating 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. Fireplace Fireplace walls include an air barrier. EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Residential System Si Summary Elite Builders Inc. Project Title: 2050 Beach Avenue Beach Ave Project Pool Hou Atlantic Beach, FL 32233-0000 2/9/2014 Location for weather data: Jacksonville, FL - Defaults: Latitude(30.5) Altitude(30 ft.) Temp Range(M) Humidi data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 53 r. Winter design temperature(MJ8 99%) 32 F Summer design temperature(MJ8 99%) 93 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 18 F Total heating load calculation 11474 Btuh Total cooling load calculation 9025 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Heat Pump) 113.3 13000 Sensible (SHR= 0.75) 93.9 7500 Heat Pump+Auxiliary(O.OkW) 113.3 13000 Latent 241.7 2500 Total Electric Heat Pum 110.8 10000 WINTER CALCULATIONS Winter Heating Load for 528 sqft) Ir ttl.(11%) VWntlows(104b) Load component Load Window total 83 sqft 1097 Btuh Celhngs(8%1 Wall total 829 sqft 2795 Btuh Door total 60 sqft 1049 Btuh Ceiling total 528 sqft 960 Btuh t Floor total 528 sqft 4282 Btuh Infiltration 31 cfm 1290 Btuh \ V%W24%) Duct loss 0 Btuh Subtotal 11474 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 11474 Btuh SUMMER CALCULATIONS `"'`..=x: V Summer Cooling Load for 528 sqft) Load component Load a FILE COPY Window total 83 sqft 2893 Btuh i Wall total 829 sqft 1802 Btuh Door total 60 sqft 800 Btuh -_. .:.�• � n.�"' "" Ceiling total 528 sqft 606 Btuh LeWrtrOrnaK2%) Floor total 0 Btuh Infiltration 23 cfm 458 Btuh VNndows(3z%, Internal gain 1430 Btuh I Duct gain 0 Btuh '- Sens.Ventilation 0 drn 0 Btuh hint(14%) Blower Load 0 Btuh Total sensible gain 7990 Btuh \ Latent gain(ducts) 0 Btuh Latent gain(infiltration) 834 Btuh Latent gain(ventilation) 0 Btuh We"20%) Latent gain(intern al/occupants/other) 200 Btuh Total latent gain 1034 Btuh TOTAL HEAT GAIN 9025 Btuh Digitally signed oy Timothy D. Ener Gau eO Sys �r]p� / Gardner gy g y , t ?3th y D. ON:CN=Timothy D.Gardner,C PREPARED BY: ! =US,0=USA HERS 8th Edition Reason:11-1 111-11 r DATE: Gardner and integrdy of this d—em T at�1.00 00' EnergyGauge®/USRRZB v3.1 Residential Window Diversity MidSummer Elite Builders Inc. Project Title: 2050 Beach Avenue Beach Ave Project Pool House Atlantic Beach, FL 32233-0000 2/9/2014 Weather data for: Jacksonville - Defaults Summer design temperature 93 F Average window load for July 1039 Btuh Cooling setpoint 75 F Peak window load for July 1733 Btuh Summer temperature difference 18 F Excusion limit(130% of Ave.) 1351 Btuh Latitude 30.5 North Window excursion (July) 382 Btuh WINDOW Average and Peak Loads 2000.00 1500.00 Limit for excursion L 0 12 Hour Average 5 1000.00 O C 500.00 0.00 8 a.m. 10 12 2 p.m. 4 p.m. 6 p.m. a.m. Total July Window Load(Radiation and conduction) This application has glass areas that produce large heat gains for part of the day. Variable air volume devices are required to overcome spikes in solar gain for one or more rooms. Install a zoned system or provide zone control for problem rooms. Single speed equipment may not be suitable for the application. EnergyGauge®Sy—stt SizLi g for Florida resi ences only PREPARED B.. !bm 'Z`�y i- GG�{��j'IPiI� DATE: 9 February 2014 EnergyGauge®/USRRZB v3.1 Residential Window Diversity October Elite Builders Inc. Project Title: 2050 Beach Avenue Beach Ave Project Pool House Atlantic Beach, FL 32233-0000 2/9/2014 Weather data for: Jacksonville - Defaults Summer design temperature 93 F Average window load for October 1510 Btuh Cooling setpoint 75 F Peak window load for October 1858 Btuh Summer temperature difference 18 F Excusion limit(130% of Ave.) 1963 Btuh Latitude 30.5 North Window excursion (October) None WINDOW Average and Peak Loads 200000 Limit for excursion 3 1500.00 12 Hour Average ~ ' o -- J 'CO) 1000.00 C 500.00 0.00 8 a.m. 10 12 2 p.m. 4 p.m. 6 p.m. 8 p.m. a.m. Total October Window Load(Radiation and conduction) The October window toad for this house does not exceed the window load excursion limit. This house has adequate October window diversity. EnergyGaugeO( System Sizing Florida residences only PREPARED BY: r l woMY P GaY her +*+ DATE: 9 February 2014- EnergyGaugeO/USRRZB v3.1 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Elite Builders Inc. Project Title: 2050 Beach Avenue Beach Ave Project Pool House Atlantic Beach, FL 32233-0000 Building Type: User 2/9/2014 Reference City: Jacksonville, FL (Defaults) Winter Temperature Difference: 38.0 F (MJ8 99%) Component Loads for Room#1: Main Window Panes[Tvpe Frame U Orientation Area s ft X HTM= Load 1 2, NFRC 0.30 Vinyl 0.35 E 30.0 13.3 399 Btuh 2 2, NFRC 0.30 Vinyl 0.35 E 35.0 13.3 466 Btuh 3 2, NFRC 0.30 Vinyl 0.35 S 17.5 13.3 233 Btuh Window Total 82.5 s ft 1097 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 1 Frame-Wood - Ext (0.089) 13.0/0.0 258 3.37 869 Btuh 2 Frame-Wood - Ext (0.089) 13.0/0.0 143 3.37 482 Btuh 3 Frame -Wood -Ext (0.089) 13.010.0 256 3.37 863 Btuh 4 Frame-Wood - Ext (0.089) 13.0/0.0 172 3.37 581 Btuh Wall Total 829 s ft 2796 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated -Exterior, n (0.460) 48 17.5 839 Btuh 2 Insulated - Exterior, n (0.460) 12 17.5 210 Btuh Door Total 60 s ft 104913tuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Unvent Attic/L/Shing (0.048) 1.0/19.0 528 1.8 960 Btuh Ceiling Total 528 s ft 96013tuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 95.5 ft(perim.) 44.8 4282 Btuh Floor Total 528 s ft 4282 Btuh Room Envelope Subtotal: 10184 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.37 5016 1.00 30.9 1290 Btuh Duct load No ducts assigned to this zone. (DLM Of 0.000) 0 Btuh Room#1 Sensible Room Subtotal 11474 Btuh EnergyGauge®/USRRZB 0.1 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Elite Builders Inc. Project Title: 2050 Beach Avenue Beach Ave Project Pool House Atlantic Beach, FL 32233-0000 Building Type: User 2/9/2014 HOLE HOUSE TOTALS Subtotal Sensible Heat Loss 11474 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 11474 Btuh EQUIPMENT 1. Electric Heat Pump # 13000 Btuh Key:Window types-NFRC(Requires U-Factor and Shading coefficient(SHGC)of glass as numerical values) or-Glass as'Clear or'Tint'(Uses U-Factor and SHGC defaults) U-(Window U-Factor) HTM-(ManualJ Heat Transfer Multiplier) 10 Version 8 EnergyGauge&/USRRZB v3.1 Page 2 System Sizing Calculations - Summer Residential Load - Room by Room Component Details Elite Builders Inc. Project Title: 2050 Beach Avenue Beach Ave Project Pool House Atlantic Beach, FL 32233-0000 2/9/2014 Reference City: Jacksonville, FL Temperature Difference: 18.OF(MJ8 99%) Humidity difference: 53gr. Component Loads for Room#1: Main Type* Overhang Window Area(sqft) HTM Load =Windownes SHGC U InSh IS Omt Len Hgt I Gross Shaded Unshaded Shaded Unshaded 1 2 NFRC 0.30,0.35 No No E 1.3ft 1.011 30.0 0.6 29.4 13 35 1040 Btuh 2 2 NFRC 0.30,0.35 No No E 1.3ft 3.Oft 35.0 0.0 35.0 13 35 1230 Btuh 3 2 NFRC 0.30,0.35 No No S 1.3ft 3.0ft 17.5 9.9 7.6 13 15 240 Btuh Window Total 1 83 (sqft) 2511 Btuh Walls Type U Value R-Value Area(sqft) HTM Load Cav/Sheath 1 i Frame-Wood-Ext 0.09 13.0/0.0 257.7 2.2 560 Btuh 2 Frame-Wood-Ext 0.09 13.0/0.0 142.8 2.2 311 Btuh 3 Frame-Wood-Ext 0.09 13.0/0.0 256.0 2.2 557 Btuh 4 Frame-Wood-Ext 0.09 13.0/0.0 172.3 2.2 375 Btuh Wall Total 829 (sqft) 1802 Btuh Doors Type Area(sqft) HTM Load 1 Insulated-Exterior 48.0 13.3 640 Btuh 2 Insulated-Exterior 12.0 13.3 160 Btuh Door Total 60(sqft) 800 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 1 Unvented Attic/Light/Shingle 0.048 1.0/19.0 528.0 1.15 606 Btuh Ceiling Total 528 (sqft) 606 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 528(ft-perimeter) 0.0 0 Btuh Floor Total 528.0(sqft) 0 Btuh Zone Envelope Subtotal: 5720 Btuh Infiltration Type Wholehouse ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.28 5016 1.00 23.2 458 Btuh Internal Occupants Btuh/occupant Appliance Load gain 1 X 230 + 1200 1430 Btuh Sensible Envelope Load: 7608 Btuh Duct load No dud systemNo duds assigned to this zone. (DGM of 0.000) 0 Btuh Sensible Zone Load 7608 Btuh EnergyGauge®/USRRZB v3.1 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Elite Builders Inc. Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT 2050 Beach Avenue Beach Ave Project Pool House Atlantic Beach, FL 32233-0000 2/9/2014 ;The following window Excursion will be assigned to the system loads. endows July excursion for System 1 382 Btuh Excursion Subtotal: 382 Btuh Duct load 0 Btuh Sensible Excursion Load 382 Btuh EnergyGauge(R)/USRRZB v3.1 Page 2 ELFIFL Ef IL E C Residential System Sizing Calcul Summary Elite Homes Inc_ Project Title: Beach Avenue Beach Avenue Project Atlantic Beach, FL 32233-0000 2/9/2014 Location for weather data: Jacksonville, FL - Defaults: Latitude(30.5) Altitude(30 ft.) Temp Range(M) Humidi data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 53 r. Winter design temperature(MJ8 99%) 32 F Summer design temperature(MJ8 99%) 93 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 18 F Total heating load calculation 53599 Btuh Total cooling load calculation 42176 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Heat Pump) 89.6 48000 Sensible (SHR = 0.75) 114.3 36000 Heat Pump+Auxiliary(O.OkW) 89.6 48000 Latent 112.5 12000 Total Electric Heat Pum 113.8 48000 WINTER CALCULATIONS Winter Heatin Load for 4878 sqft) Load component Load Window total 714 sqft 9492 Btuh Wall total 3265 sqft 9711 Btuh Door total 172 sqft 3007 Btuh �edrgs(,D% Ceiling total 2812 sqft 5113 Btuh Floor total See detail report 11637 Btuh Infiltration 351 cfm 14640 Btuh 000,scs9sl / Duct loss 0 Btuh Subtotal 53599 Btuh Wells(1B%) Ventilation 0 cfm 0 Btuh rig,„r' , TOTAL HEAT LOSS 53599 Btuh SUMMER CALCULATIONS Summer Cooling Load for 4878 sqft) Load component Load Window total 714 sqft 12476 Btuh Wall total 3265 sqft 5152 Btuh Door total 172 sqft 2294 Btuh Ceiling total 2812 sqft 3229 Btuh Floor total 576 Btuh Infiltration 263 cfm 5201 Btuh �l °vs(30%) Internal gain 2580 Btuh Duct gain 0 Btuh Sens.Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Intil(351M Total sensible gain 31509 Btuh Latent gain(ducts) 0 Btuh / cedi"gs(s%) Latent gain(infiltration) 9467 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intern al/occupants/other) 1200 Btuh Total latent gain 10667 Btuh TOTAL HEAT GAIN 42176 Btuh Di auy signed by To—thy D. EnergyGauge®SyS°T€ifty D. ca CN 77 DN:CN=Tunomy D.GaNner,C= PREPARED BY: us,o=USA HERS .- 8th Edition ��„Cy DATE: Gardner and Integrity of thm - is docul EnergyGauge@/USRRZB v3.1 Residential Window Diversity MidSummer Elite Homes Inc. Project Title: Beach Avenue Beach Avenue Project Atlantic Beach, FL 32233-0000 2/9/2014 Weather data for: Jacksonville - Defaults Summer design temperature 93 F Average window load for July 4903 Btuh Cooling setpoint 75 F Peak window load for July 6753 Btuh Summer temperature difference 18 F Excusion limit(130% of Ave.) 6374 Btuh Latitude 30.5 North Window excursion (Jul ) 379 Btuh WINDOW Average and Peak Loads 7000.00 Limit for excursion 6000.00 5 5000.00 12 Hour Average 4000.00 0 a J '00 3000.00 C 2000.00 - 1000.00 0.00 8 a.m. 10 12 2 p.m. 4 p.m. 6 p.m. 8 p.m. a.m. Total July Window Load(Radiation and conduction) Warning:This application has glass areas that produce relatively large heat gains for part of the day. Variable air volume devices may be required to overcome spikes in solar gain for one or more rooms.A zoned system may be required or some rooms may require zone control. EnergyGauge&Syste�Sizing for Florida reside ces only PREPARED BY: !1 woo I D Gaya her DATE 9 February 014 EnergyGaugeO/USRRZB v3.1 Residential Window Diversity October Elite Homes Inc. Project Title: Beach Avenue Beach Avenue Project Atlantic Beach, FL 32233-0000 2/9/2014 Weather data for: Jacksonville - Defaults Summer design temperature 93 F Average window load for October 5894 Btuh Cooling setpoint 75 F Peak window load for October 7618 Btuh Summer temperature difference 18 F Excusion limit(130% of Ave.) 7662 Btuh Latitude 30.5 North I Window excursion (October) None WINDOW Average and Peak Loads 8000.00 Limit for excursion 7000.00 6000.00 12 Hour Average 5000.00 M J 4000.00 0 3000.00 - 2000.00 - 1000.00 000.002000.001000.00 0.00 8 a.m. 10 12 2 p.m. 4 p.m. 6 p.m. 8 p.m. a.m. Total October Window Load(Radiation and conduction) The October window load for this house does not exceed the window load excursion limit. This house has adequate October window diversity. EnergyGauge®System Sizing for Florida residences only PREPARED BY: DATE: 9 February 2014 EnergyGauge®/USRRZB 0.1 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Elite Homes Inc. Project Title: Beach Avenue Beach Avenue Project Atlantic Beach, FL 32233-0000 Building Type: User 2/9/2014 Reference City: Jacksonville, FL (Defaults) Winter Temperature Difference: 38.0 F (MJ8 99%) Component Loads for Room#1: 1st Floor Window Panes/Tvpe Frame U Orientation Area s ft X HTM= Load 1 2, NFRC 0.30 Vinyl 0.35 E 8.0 13.3 106 Btuh 2 2, NFRC 0.30 Vinyl 0.35 S 8.9 13.3 118 Btuh 3 2, NFRC 0.30 Vinyl 0.35 S 24.0 13.3 319 Btuh 4 2, NFRC 0.30 Vinyl 0.35 S 32.0 13.3 426 Btuh 5 2, NFRC 0.30 Vinyl 0.35 W 54.0 13.3 718 Btuh 6 2, NFRC 0.30 Vinyl 0.35 W 24.0 13.3 319 Btuh 7 2, NFRC 0.30 Vinyl 0.35 W 23.1 13.3 307 Btuh 8 2, NFRC 0.30 Vinyl 0.35 N 23.1 13.3 307 Btuh 9 2, NFRC 0.30 Vinyl 0.35 N 96.0 13.3 1277 Btuh Window Total 293.1 s ft 3898 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 1 Frame -Wood -Adj (0.089) 13.0/0.0 284 3.37 959 Btuh 2 Frame-Wood - Ext (0.077) 19.0/0.0 87 2.94 255 Btuh 3 Frame-Wood - Ext (0.077) 19.0/0.0 476 2.94 1397 Btuh 4 Frame-Wood - Ext (0.077) 19.0/0.0 192 2.94 564 Btuh 5 Frame -Wood -Ext (0.077) 19.0/0.0 522 2.94 1532 Btuh Wall Total 1561 s ft 4709 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated -Garage, n (0.460) 21 17.5 373 Btuh 2 Insulated -Garage, n (0.460) 21 17.5 373 Btuh 3 Insulated -Garage, n (0.460) 21 17.5 373 Btuh 4 Insulated -Exterior, n (0.460) 24 17.5 420 Btuh 5 Insulated - Exterior, n (0.460) 24 17.5 420 Btuh 6 Insulated - Exterior, n (0.460) 24 17.5 420 Btuh Door Total 136 s ft 237713tuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 222.0 ft(perim.) 44.8 9954 Btuh Floor Total 2066 s ft 9954 Btuh Room Envelope Subtotal: 20939 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.50 19627 0.48 167.6 7001 Btuh Duct load Average sealed,Supply(R6.0-Cond.),Retum(R6.0-Cond.) (DLM of 0.000) 0 Btuh Room#1 Sensible Room Subtotal 27940 Btuh EnergyGauge®/USRRZB v3.1 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Elite Homes Inc. Project Title: Beach Avenue Beach Avenue Project Atlantic Beach, FL 32233-0000 Building Type: User 2/9/2014 Component Loads for Room#2: 2nd Floor Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 10 2, NFRC 0.30 Vinyl 0.35 E 24.0 13.3 319 Btuh 11 2, NFRC 0.30 Vinyl 0.35 E 12.0 13.3 160 Btuh 12 2, NFRC 0.30 Vinyl 0.35 E 33.0 13.3 439 Btuh 13 2, NFRC 0.30 Vinyl 0.35 S 64.0 13.3 851 Btuh 14 2, NFRC 0.30 Vinyl 0.35 S 35.6 13.3 473 Btuh 15 2, NFRC 0.30 Vinyl 0.35 S 67.6 13.3 898 Btuh 16 2, NFRC 0.30 Vinyl 0.35 W 12.0 13.3 160 Btuh 17 2, NFRC 0.30 Vinyl 0.35 W 17.8 13.3 236 Btuh 18 2, NFRC 0.30 Vinyl 0.35 W 37.3 13.3 497 Btuh 19 2, NFRC 0.30 Vinyl 0.35 N 53.3 13.3 709 Btuh 20 2, NFRC 0.30 Vinyl 0.35 N 64.0 13.3 851 Btuh Window Total 420.6(sqft) 5593 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 6 Frame-Wood - Ext (0.077) 19.0/0.0 203 2.94 596 Btuh 7 Frame-Wood - Ext (0.077) 19.0/0.0 621 2.94 1823 Btuh 8 Frame -Wood - Ext (0.077) 19.0/0.0 61 2.94 180 Btuh 9 Frame -Wood - Ext (0.077) 19.0/0.0 148 2.94 433 Btuh 10 Frame-Wood - Ext (0.077) 19.0/0.0 671 2.94 1969 Btuh Wall Total 1703(sqft) 5002 Btuh Doors Type Storm Ueff. Area X HTM= Load 7 Insulated - Exterior, n (0.460) 24 17.5 420 Btuh 8 Insulated - Exterior, n (0.460) 12 17.5 210 Btuh Door Total 36(sqft) 629Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Unvent Attic/L/Shing (0.048) 1.0/19.0 2812 1.8 5113 Btuh Ceiling Total 2812(sqft) 511313tuh Floors Type Ueff. R-Value Size X HTM= Load 2 Interior (1.180) 0.0 1928.8 sqft 0.0 0 Btuh 3 Raised Wood -Adj (0.050) 19.0 583.2 sqft 1.9 1111 Btuh 4 Raised- Open (0.050) 19.0 300.0 sqft 1.9 572 Btuh Floor Total 2812 sqft 1683 Btuh Room Envelope Subtotal: 18020 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.50 22496 0.52 182.9 7639 Btuh Duct load Average sealed,Supply(R6.0-Cond.),Retum(R6.0-Cond.) (DLM of 0.000) 0 Btuh Room#2 Sensible Room Subtotal 25659 Btuh EnergyGauge®/USRRZB v3.1 Page 2 Manual J Winter Calculations Residential Load - Component Details (continued) Elite Homes Inc. Project Title: Beach Avenue Beach Avenue Project Atlantic Beach, FL 32233-0000 Building Type: User 2/9/2014 SYSTEM GROUPS (BLOCK LOADS) Heating Loads For System(s):1 Block load 27940 Btuh Serving Rooms: 1 Heating Loads For System(s):2 Block load 25659 Btuh Serving Rooms: 2 HOLE HOUSE TOTALS Subtotal Sensible Heat Loss 53599 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 53599 Btuh EQUIPMENT 1. Electric Heat Pump # 24000 Btuh 2. Electric Heat Pump # 24000 Btuh Key:Window types-NFRC(Requires U-Factor and Shading coefficient(SHGC)of glass as numerical values) or-Glass as'Clear or'Tint'(Uses U-Factor and SHGC defaults) U-(Window U-Factor) `. HTM-(ManualJ Heat Transfer Multiplier) Version 8 EnergyGauge&/USRRZB v3.1 Page 3 System Sizing Calculations - Summer Residential Load - Room by Room Component Details Elite Homes Inc. Project Title: Beach Avenue Beach Avenue Project Atlantic Beach, FL 32233-0000 2/9/2014 Reference City: Jacksonville, FL Temperature Difference: 18.OF(MJ8 99%) Humidity difference: 53gr. Component Loads for Room#1: 1st Floor Type" Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Omt Len H Gross Shaded_ UnshadedShaded Unshaded 1 2 NFRC 0-30,0.35 No No E 13.3f 2.011 8.0 8.0 0.0 13 35 101 Btuh 2 2 NFRC 0.30,0.35 No No S 1.311 10.0f 8.9 0.0 8.9 13 15 135 Btuh 3 2 NFRC 0.30,0.35 No No S 1.311 12.Of 24.0 0.0 24.0 13 15 365 Btuh 4 2 NFRC 0.30,0.35 No No S 1.311 12.Of 32.0 0.0 32.0 13 15 487 Btuh 5 2 NFRC 0.30,0.35 No No W 12.Of 2.011 54.0 54.0 0.0 13 35 679 Btuh 6 2 NFRC 0.30,0.35 No No W 12.Of 3.Oft 24.0 24.0 0.0 13 35 302 Btuh 7 2 NFRC 0.30,0.35 No No W 12.Of 2.011 23.1 23.1 0.0 13 35 291 Btuh 8 2 NFRC 0.30,0.35 No No N 1.3ft 3.Oft 23.1 0.0 23.1 13 13 291 Btuh 9 2 NFRC 0.30,0.35 No No N 1.3ft 10.Of 96.0 0.0 96.0 13 13 1207 Btuh Window Total 293(sqft) 3855 Btuh Walls Type U Value R-Value Area(sqft) HTM Load Cav/Sheath 1 Frame-Wood-Adj 0.09 13.0/0.0 284.4 1.6 454 Btuh 2 Frame-Wood-Ext 0.08 19.0/0.0 87.0 1.6 137 Btuh 3 Frame-Wood-Ext 0.08 19.0/0.0 475.8 1.6 750 Btuh 4 Frame-Wood-Ext 0.08 19.0/0.0 192.2 1.6 303 Btuh 5 Frame-Wood-Ext 0.08 19.0/0.0 521.8 1.6 823 Btuh Wall Total 1561 (sqft) 2467 Btuh Doors Type Area(sqft) HTM Load 1 Insulated-Garage 21.3 13.3 285 Btuh 2 Insulated-Garage 21.3 13.3 285 Btuh 3 Insulated-Garage 21.3 13.3 285 Btuh 4 Insulated-Exterior 24.0 13.3 320 Btuh 5 Insulated-Exterior 24.0 13.3 320 Btuh 6 Insulated-Exterior 24.0 13.3 320 Btuh Door Total 136(sqft) 1814 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 2066(ft-perimeter) 0.0 0 Btuh Floor Total 2066.0 (sqft) 0 Btuh Zone Envelope Subtotal: 8137 Btuh Infiltration Type Wholehouse ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.37 19627 0.48 125.7 2487 Btuh Internal Occupants Btuh/occupant Appliance Load gain 0 X 230 + 1200 1200 Btuh Sensible Envelope Load: 11824 Btuh Duct load Average sealed,Supply(R6.O-Cond.),Retum(R6.0-Cond.) (DGM_of 0.000) 0 Btuh Sensible Zone Load 11824 Btuh EnergyGaugeO/USRRZB 0.1 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Elite Homes Inc. Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT Beach Avenue Beach Avenue Project Atlantic Beach, FL 32233-0000 2/9/2014 Component Loads for Room#2: 2nd Floor Type" Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Omt Len Hgt Gross Shaded Unshaded Shaded Unshaded 10 2 NFRC 0.30,0.35 No No E 1.311 3.011 24.0 0.0 24.0 13 35 844 Btuh 11 2 NFRC 0.30,0.35 No No E 1.311 3.011 12.0 0.0 12.0 13 35 422 Btuh 12 2 NFRC 0.30,0.35 No No E 1.3ft 5.Oft 33.0 0.0 33.0 13 35 1160 Btuh 13 2 NFRC 0.30,0.35 No No S 1.3ft 2.011 64.0 52.8 11.2 13 15 834 Btuh 14 2 NFRC 0.30,0.35 No No S 1.3ft 2.011 35.6 35.6 0.0 13 15 447 Btuh 15 2 NFRC 0.30,0.35 No No S 1.3ft 5.Oft 67.6 20.8 46.7 13 15 972 Btuh 16 2 NFRC 0.30,0.35 No No W 12.Of 2.Oft 12.0 12.0 0.0 13 35 151 Btuh 17 2 NFRC 0.30,0.35 No No W 1.3ft 4.Oft 17.8 0.0 17.8 13 35 625 Btuh 18 2 NFRC 0.30,0.35 No No W 1.3ft 4.Oft 37.3 0.0 37.3 13 35 1312 Btuh 19 2 NFRC 0.30,0.35 No No N 1.3ft 4.011 53.3 0.0 53.3 13 13 670 Btuh 20 2 NFRC 0.30,0.35 No No N 1.3ft 4.011 64.0 0.0 64.0 13 13 805 Btuh Window Total 421 (sqft) 8242 Btuh Walls Type U Value R-Value Area(sqft) HTM Load Cav/Sheath 6 Frame-Wood-Ext 0.08 19.0/0.0 203.0 1.6 320 Btuh 7 Frame-Wood-Ext 0.08 19.0/0.0 620.9 1.6 979 Btuh 8 Frame-Wood-Ext 0.08 19.0/0.0 61.3 1.6 97 Btuh 9 Frame-Wood-Ext 0.08 19.0/0.0 147.6 1.6 233 Btuh 10 Frame-Wood-Ext 0.08 19.0/0.0 670.7 1.6 1057 Btuh Wall Total 1703(sqft) 2685 Btuh Doors Type Area(sqft) HTM Load 7 Insulated-Exterior 24.0 13.3 320 Btuh 8 Insulated-Exterior 12.0 13.3 160 Btuh Door Total 36(sqft) 480 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 1 Unvented Attic/Light/Shingle 0.048 1.0/19.0 2812.0 1.15 3229 Btuh Ceiling Total 2812 (sqft) 3229 Btuh Floors Type R-Value Size HTM Load 2 Interior 0.0 1929(sqft) 0.0 0 Btuh 3 Raised Wood-Adj 19.0 583(sqft) 0.7 380 Btuh 4 Raised-Open 19.0 300(sqft) 0.7 196 Btuh Floor Total 2812.0(sqft) 576 Btuh Zone Envelope Subtotal: 15212 Btuh Infiltration Type Wholehouse ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.37 22496 0.52 137.2 2714 Btuh Internal Occupants Btuh/occupant Appliance Load gain 6 X 230 + 0 1380 Btuh Sensible Envelope Load: 19306 Btuh Duct load Average sealed,Supply(1116.O-Cond_),Retum(1116.O-Cond.) (DGM of 0.000) 0 Btuh Sensible Zone Load 19306 Btuh EnergyGauge&/USRRZB 0.1 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Elite Homes Inc. Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT Beach Avenue Beach Avenue Project Atlantic Beach, FL 32233-0000 2/9/2014 The following window Excursion will be assigned to the system loads. Windows July excursion for System 1 379 Btuh July excursion for System 2 0 Btuh Excursion Subtotal: 379 Btuh Duct load 0 Btuh Sensible Excursion Load 379 Btuh EnergyGauge®/USRRZB 0.1 Page 3 Manual J Summer Calculations Residential Load - Component Details (continued) Elite Homes Inc. Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT Beach Avenue Beach Avenue Project Atlantic Beach, FL 32233-0000 2/9/2014 SYSTEM GROUPS (BLOCK LOADS) Sensible Envelope Load 11824 Btuh Window Excursion 379 Btuh Cooling Loads Sensible Duct Load (duct gain multiplier of 0.000) 0 Btuh (Includes 0 Btuh due to window excursion) Sensible ventilation 0 Btuh For System(s): Zone Sensible gain 12203 Btuh 1 Latent infiltration/ventilation gain 4527 Btuh Serving Zones: Latent duct gain 0 Btuh 1 Latent occupant gain 0 Btuh Latent other gain 0 Btuh Total block load 16730 Btuh Sensible Envelope Load 19306 Btuh Window Excursion 0 Btuh Cooling Loads Sensible Duct Load (duct gain multiplier of 0.000) 0 Btuh Sensible ventilation 0 Btuh For System(s): Zone Sensible gain 19306 Btuh 2 Latent infiltration/ventilation gain 4940 Btuh Serving Zones: Latent duct gain 0 Btuh 2 Latent occupant gain 1200 Btuh Latent other gain 0 Btuh Total block load 25446 Btuh EnergyGauge®/USRRZB v3.1 Page 4 Manual J Summer Calculations Residential Load - Component Details (continued) Elite Homes Inc. Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT Beach Avenue Beach Avenue Project Atlantic Beach, FL 32233-0000 2/9/2014 WHOLE HOUSE TOTALS Sensible Envelope Load All Zones 31509 Btuh Sensible Duct Load 0 Btuh Total Sensible Zone Loads 31509 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 31509 Btuh Totals for Cooling Latent infiltration gain (for 53 gr. humidity difference) 9467 Btuh Latent ventilation gain 0 Btuh Latent duct gain 0 Btuh Latent occupant gain (6.0 people @ 200 Btuh per person) 1200 Btuh Latent other gain 0 Btuh Latent total gain 10667 Btuh TOTAL GAIN 42176 Btuh EQUIPMENT 1. Central Unit # 24000 Btuh 2. Central Unit # 24000 Btuh `Key: Window types(Panes-Number and type of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value) (U-Window U-Factor) (InSh-Interior shading device: none(No), Blinds(B), Draperies(D)or Roller Shades(R)) - For Blinds:Assume medium color,half closed For Draperies:Assume medium weave,half closed For Roller shades:Assume translucent,half closed (IS-Insect screen: none(N),Full(F)or Half(/2)) (Omt-compass orientation) Version 8 EnergyGauge®/USRRZB v3.1 Page 5 MIMI Lumber design values are in accordance with ANSI/-TPI 1 section 6.3 These truss designs rely on lumber values established by 6th6rS.-'- j, FILE COPY MiTek - RE: 140087P - Hnint-igg Pnr1IjjQU.C&. MiTek USA, Inc. 6904 Parke East Blvd. Site Information: Tampa,FL 336104115 Customer Info: Elite Homes Project Name: Model: Pool House Lot/Block: 0 Subdivision: Address: 013each Ave City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City: State: General Truss Engineering Criteria&Design Loads(individual Truss Design Drawings Show Special Loading Conditions): Design Code: FRC2010frPI2007 Design Program: MiTek 20,20 7.3 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: NIA psf This package includes 4 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. 11N�o. W _JT�russ�Name Date 11 IT6157213 GP01 121141014 only for conformance or 13 12 1T6157214 I P02 9 2114/014J Review of shop drawings is not relieve the contractor 13 1 T6157215 �P03 12/14/014 ATTENTION prosect and does the design concept Of the requirements of the shop 14 IT6157216 lP)4 2/14/014 of responsibility for any deviation from the requi hall determine and verity all field measurements. drawings.Contractor S 0 RETURNED FOR CORRECTION )lAppROVED TED 0 RETURNED WITHOUT ACT10*4 L-j APPROVED AS NO C] SEE TRANSMITTALLETTE5 [3 NOT APPROVE COMMENTS DATE BY FL CERT.25 46 HULSBERC,ENGINEERING,INC. 11431 ST.AUGUSVINE RD.#202 jACKSCINVil-I.E. FL 32258 The truss drawing(s)referenced above have been prepared by MiTek ..%% NS A. A Industries,Inc.under my direct supervision based on the parameters 3 provided by TrussMart Bldg Compts.LLC. V Truss Design Engineers Name: Albani, Thomas My license renewal date for the state of Florida is February 28,2015. IMPORTANT NOTE:Truss Engineer's responsibility is solely for STATE 0 F 1JJ Z design of individual trusses based upon design parameters shown 0 • 4u 4 * on referenced truss drawings. Parameters have not been verified • R iI QC\ as appropriate for any use. Any location identification specified is "; SAO.. '.,III A`i_��% for file reference only and has not been used in preparing design. 01111111111 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. February 14,2014 Albani,Thornas I of I I Job Truss TTnissType 70tyTply Elite Homes Pool HouseT6157213 140087P PO1 Truss 1 TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 27 2012 MiTek Industries,Inc.Fri Feb 14 14:06:59 2014 Page 1 I D:TzRDcKdmDnGQMI W86G4kl ZygAC9-ekoX_aG3RLZzWcBspsKARUr8S64z2C7QBilm2bzID2g 2 0-0 7-10-0 15-8-0 174" 2-0-0 7-10-0 7-10-0 2-0-0 Scale=1:42.2 6x8= 3 7.50 12 11 10 7 5x8= 6x6= 12 6x6= g 4 2 7.50 12 5 `? 1 6 3x6 I I 8 3x6 I 7-1 7-1 Plate Offsets X Y: 2: -2-8 0-3-0 4:0-2-8 0- -0 :0-0-10 Ed a 7:0-4- 0-2-12 8:0-0-10 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.86 Vert(LL) -0.20 7 >906 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.48 7-8 >385 180 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.54 6 n/a n/a Weight:130 Ib FT=0% BCDL 10.0 Code FRC2010/TP12007 (Matrix) LUMBER BRACING TOP CHORD 2x8 SP SS TOP CHORD Structural wood sheathing directly applied or 5-8-12 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installat on guide, REACTIONS (Ib/size) 8=586/0-5-8 (min.0-1-8),6=586/0-5-8 (min.0-1-8) Max Harz 8=-253(LC 8) Max Uplift8=-402(LC 10),6=-406(LC 10) Max Grav 8=685(LC 2),6=685(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-818/521,2-9=-2478/234,9-10=-2446/250,3-10=-2443/265,3-11=-2443/265, 11-12=-2446/250,4-12=-2478/235,4-6=-765/508 BOT CHORD 7-8=-149/560,6-7=-16/473 WEBS 3-7=0/2175,4-7=0/1831,2-7=0/1767 NOTES 'w i lli t 111111111 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=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.Il; Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 4-10-0,Exterior(2)4-10-0 to ` 0•, E N i 7-10-0,Interior(1)10-10-0 to 14-8-0 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces& � �� ,• �' `S•••'.9i-i MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •. :• ANO 393$0 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)Bearing at joint(s)8,6 considers parallel to grain value using ANSI/TPI 1 g g 9 to angle rain formula. Building designer should verify 9 r r . : " capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 402 Ib uplift at joint 8 and 406 Ib uplift at O "STATE �r joint 6. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. i��T�S�L O R LOAD CASES S) Standard ON N A�-E 1.k�� FL Cert. 6634 February 14,2014 AMFftF.�RXz' it..-p s;Kx.�f.- c.n..s a;ac .En,,.1K'R';�;'M Pf:">ANL SSa<f1";:-#.!£.'A'.fi:'FR�n;.:k Kf hPT1 7•k 3 '.lf.in £VF;��f_€i5i �� Design valid for use only with MTek 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 responsibillity of the w A'Tei. 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 tracing,consult ANSI/TPI7 Quality Criteria,DSB-89 and BCSI Building Component Tampa,Parke 33610-4115 ass Blvd Solely Information vaQable from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria.VA;?2314. 1f outhernpme SP)ixnnhercr;leecifir..d thede:ngrvalus are these ef1rctive0iyitt./2.01.3tryAL5C - r Job Truss Truss Type Qty Ply �Eldemes Pool House 76157214140067P P02 SPECIAL TRUSS 2 ITRUSSMART BUILDING COMPONENTS, Midway,GA,31320 . p 21 2012 MiTek Industries,Inc.Fri Feh 14 14:07:01 2014 Page 2 I D:TzRDcKdmDnGQMI W86G4kl ZygAC9-b7wl PGHKzypglwLFxHMeWvxbFwimW8Kje0Et6TzID2e LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-44,2-4=-44,4-7=-04,11-13=-20,8-11=-20 Concentrated Loads(lb) Vert:10=-939(F) ,11��t1111/JJJJj'` �.�`�PS�•` A • CNS'--.. ' O E NS' ' "N0 39380.._ 5 ATE ;44J Al i F XN fit FL Cert. 6634 February 14,2014 AW)YMl9G YS Y.%:<yyt.p,p' .'Frf'.se�zAu'Lf'sS.M.Tr$ Nn115 ANT 7'A...:I.:.:i s,'T:N R{rfAFW-E: K'f.til:?4? 1x 372A'4 9fia$F LIS Design valid for use only with MiTek connectors.This design a based only upon parameters shown,and is for an individual building compo:shown Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracingis for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the resporuibilheMiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regardi6904 Parke East Blvd. fabrication,quality control,storage.delivery,erection and bracing.consult ANSI/TPIt Quality Cdteda,DSB-89 and BCSI Building Comp 11N5aatiath«errnn P�nYQvfibae from T s eL,if tit e.design�It p t.h3erse elN»ct wwe Afi D /2Y}F3 by ALSi: Tampa,FL 33610115 Job Truss Truss Type Qty Ply Elite Homes PMI House T6157216 140087P PO4 Flat Truss 1 1 of I TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 27 2012 MITek Industries,Inc. Fri Feb 14 14:07:03 2014 Page 1 ID:TzRDcKdmDnGQMI W86G4k1 ZygAC9-XV12pyJaVa30_EVe2iP6bKOw7jKp_yBO6KjzBMzID2c 3-10-7 7-7-1 11-5-8 3-10-7 3-8-11 3-107 Scale=1:19.7 3 = 4x = 8= 1-5x4970 11 5 Special 7 Special 6 4x8= Special P� 4x12= Special 8 Special 3x4 11 3x4 3-10-7 7-7-1 —_ 11-5-8 3-10-7 3-8-11 3-10-7 _ _-- Plate Offsets(X Y) [1:0-1-12,Q-1-1-2 4-.0-1-12.0-1-121.(6i0 1 12 0 1 12),f7�0 5 12 0-2-0] LOADING(psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) 0.18 6-7 >762 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 1.00 Vert(TL) -0.23 6-7 >593 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.97 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FRC2010ITP12007 (Matrix) Weight:56 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD 2-0-0 oc purlins(3-5-4 max.):1-4, except end verticals. BOT CHORD 2x4 SP No.2D BOT CHORD Rigid ceiling directly applied or 4-2-2 oc bracing. WEBS 2x4 SP No.3 Fbeinstalled ecommends that Stabilizers and required cross bracing during truss erection,in accordance with Stabilizer Installation ouide. REACTIONS (Ib/size) 8=961/Mechanical,5=959/Mechanical Max Horz 8=-53(LC 6) Max Uplift8=-847(LC 4),5=-845(LC 5) Max Grav 8=1117(LC 2),5=1114(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-920/725,1-2=-2551/1952,2-3=-2551/1952,3-4=-2547/1943,4-5=-9181724 BOT CHORD 7-10=-1943/2547,6-10=-1943/2547 WEBS 1-7=-1938/2541,4-6=-1937/2538 NOTES 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.11; Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. ,Q .,..•••.,,•��1 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 `��,•'� E `s�C`'••. 0 fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. IN b 3 9 3 8 Q 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 847 Ib uplift at joint 8 and 845 Ib uplift at joint 5. — ,p r 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. =. ✓ ; 8 Graphical urlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. •,.� + 9)Ha ger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)281 Ib down and 241 Ib up at 1-9-8, 4T E :W 281 Ib down and 241 Ib up at 3-9-8,281 Ib down and 241 Ib up at 5.8-0,and 281 Ib down and 241 Ib up at 7-8-0,and 281 Ib down and ;�T� \� � 241 Ib up at 9-8-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. i� w 0 R 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ........ \Cl LOAD CASE(S) Standard �`�t�� 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14=44,5-8=-20 FL Ceti. 6634 February 14,2014 Q tYARMNG' Lt.tl;:h:.syr,ra,aareers aae grA:<;Sa1T:'CN ntYS ANF.TtRt.tfi•v M7£Ett NFFREM-,E AiK;f.fPYS7ATl tww Yi k9'Xeit a£h1SfGX � 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 responsibillity 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/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely Information vti ble from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 2314. Tampa,FL 336104115 ttSaI,thern-Prr�.SPJ fu4Tvber Is.�{1er.ifi+�d,the de:slWi valuesaxe those e.#ectivr_tl€r�Qt.{2i}13:r,/A.I.SC. NI lvv yW ya y D c � o N 0 0 I I w V M m = a= O oHcc-°'floe n a3 C O ur � gaa�.�oa Z 0a Z N cD 0(p :3n:5 � ° gyc° D`°gon. D 01= � mc) oo(mo�o na � Z cm3 � o D c](DG3 � o ° o �Qw0N'° vO c n fo 00. 0a Q aE mo 0 0 D oOmZ-o O n D N° C3a' °� Q( am7Cy Ogo ° � f3m Doom o ° o zam CD' N o � amp ' CD 0 00 � ' � �o CD � '. om c ? m3 n.w z =�� o' n5C) Q`O � ° ,-ID 0 x o7 a0 Opo n NcQN �< O 3 cD0 O O� (D O �O N O (D N OO SO N �° �� v OD (DQE3 (o Q.-< ° 7 �.nQ O CD �j x gip' nQ 0 � � 7 OQ fl N �(D 7 W O T N W A n 2 x 0 0 TOP CHORD CA A n O 30 - z °o Z mW N O m p Z H SID �_ HH vA C a m. N -4 D xM r ° NDc� � wm pZ(D M n+ ,n N � A cn n v ]• 00 AS N WA OO ym aM wm Ocr7 c °.W N T Op H ACA J° S NND � vW2-7 = N M (� N(N A N T (fl 7D0K OOo AA O v za m OLA 3 n \" w W'o < 2 03 nN ec= V Dm = O(n �• -�•A O3NLS 7 M N mZ3o cm v xpn 5 N pa(fin A `r to � O o N m O� � � N C W< A N Z Z 7Ta O /y�� A ® N N v D 0 O W 14 D 0_ Z y 0 °� 7C4-54�- 0 W ° 5 CD A ° m0 H� M O N H n j \ A O m N d w < TOP CHORD CDa O OD V P (n A W tJ J o Q D p zo m v o� cn a w N y c c c p 'v n g a '^ Z 3 f 4 D Q ID DO oz a mC N DO (� ao �O c O_� D Hp �3 7 �N n�O c < °� aN a a 3 �. N m 0 Q m o �m o o� m o o a a•=Q F m 3 o 3 �R �� m q) °.° m 3 �� d " m �'ID � o Q (D a m o 0 0 0 3 m °? m m m o o <.' ' m mom 3 m n 2 0 ° (Q + ^ �n ° ° < - oo m Tx °-° 3 n ° x c -,n o (D O V, O n'C= 3 N m a o C"6 -0 7 0 :oo a s CD a I N ° ° (N n m 3 C 3 m� m .00 D N OC 0(° x Q~ Q T `1, om moo °a 0o 'o as °c m � �m o�'o o` am ?� oa' o �o'o os CY o � � 3 0? Qmm m< 3� (09 aQ �c o 3.0 a2µ oo �> >Z -c o m uc N ° m m� o F �,6 (D !10 o go ? ° o S om g 3 °o "2 m m ° m � ° oa w am o `n M = o oO 'H m °� c aon a oa n a>< ?m a Q �a O m� c� osQ ° am o 0 3o arc a� of. �� ° m< N o ° aoa�, fl ' o° �� < ,3 0 0° N° os o0 (Cna m 30 �- `° o Boa co mm'c`° ° fl O Q a Aa o3 m m mm �m Qm �.O °n ma o � �� Deo o ° ° m3o� oo C_ mm � �6 3 a� ?a >> foo <� ° c -m y° - °° a� ma PL „ � Q M N f° N N C O" O N N (°°- O- 'O^ O-(O N 3 O m a c O O O_ II(D <N ID C' V• ° j'T °0 d N N Qn 'O SN .0� ? 3m N� QO uZiQ �O �° O 7 �O C.� Q 3.< a in J ° C,° m w 7 n < J m < S n O O U 7 - it o a� �a o o °o o � 20 00 0° ° � va oo ° om a� -oma o (D N �+ o nQ --'m a m Q o - ° ° ° ma a° m°o � o JO � S 22 ��. (D H° c g �' o o _� �3 oa a� c ° 3 s ma � ° �m ID(P M °" oc°' ° ° mN m ° �' °� °° 3 a ', � ° � m 3- n O f, 00 0° ° oo a 'a o (s �� a m mo p fa m o a 05 o co 3 s� 33 G O cr M N I x -n Q c 15-08-00 I (Do z N < m n Frame Gable End i6 ... rb N G) p b '00 ao D 'T j --------- - -- -- - ------ n i' O�o � � O CD W � 2 1 c i , (O P01 ; L 6O 0 -0@ (D �O o 90m. .� os I O "` y O 406OD --I� •• m m $ I P01" ONS -U !! — Zm $ p M `r = m I i P02 To 0 m o o€ ' ( LK77 P03 _ - M a � 2 E W TJC3T P03 X (D N W T o b D O ca T P03 I M CD n P03 ! 8-09-14__ I P02 o ��g�3mgoox 1� I IO jT ccmn� nOn S , _m^fin o$�n®l.Ul C.lmi Wmnto�=n.71D �VDt V I ...kr� a�mmmn <p< P01i 03�m nm��aAy0 IO m N w j G D 0= k pm i I P011 Ty��Q�mmm r'.�m I A O i m p 0 m gy 4.m�omnz 02 M; r , , P01 I w�. 3 03 + O Lim no ��$p Q SQyn Scm-.m—�D m qZm I 3 0 P01f (w4�y2owao� � 0yo(� a o amain... i J3o n'anoromoZ cm�o �y� 5aO4+am ngj ( AO�� - 11114 j 2 n m m m m 3-o D r n 1 mm B a 9 balloon Frame Gable End V1hO so�E513 gimme =Z� 6 I a ng 0500 3 I SHOP DRAWING REVIEW DISPOSITION i o Zo- fAln � _3== o D m�ar� 1 � � � •+ ATTENTION:Review of shop drawings is only for conformance with " s•n .g82! � Nam D c a the design concept of the project and does not relieve the contractor a $�a —� 4 g r an deviation from the requirements of the shop -8 ms59o8m.04 a 1Wz= O ofresp9nsibllltyto Y U, o 6 3! 2 m:a j o— O �m a a 3 C drawings.Contractor shall determine and verify all field measurements. om m- »a_ < O Asa® o (p _MS ❑ RETURNED FOR CORRECTION 11m o39ao�wm � Q m0(0� � _ "p � ROVED •$`of sQ Pm o'o_ � c« C ❑ RETURNED WITHOUT ACTIO NIn -oA Co 01 APPROVED AS NOTED :a ou3 W v SEE TRANSMITTAL ETTER xa TS goo 2 COMMENTS M � Amo o Z $m mnv 8 n� y<� C71 N Q r By DATE w FL CER .25 6 $'u m Q 2 � m ^' HULSBERG ENGINEERING,INC. n m a 40 11481 ST.AUGUSTINE R0.#202 c 2. ab o C JACKSONVILLE, FL 32258 m C: 7 mm ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® Flf F cnpv RE. 140087-ELITE/2500 BEACH AVE MiTek USA, Inc. Site Information: , r,~ a."�'� ...` 6904 Parke East Blvd. Customer Info: Elite Homes Project Name: Model: Tampa,FL 33610-4115 Lot/Bk)c k: Subdivision: Address: "Beach Ave 6096 City: Atlantic Beach State: FL Name Address and License#of Stmchml Engineer of Record,N thane is one,for the building. Name: License# Address: City: State: General Truss Engineering Criteria&Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FRC2010/TPI2007 Design Program: MiTek 20/20 7.3 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 64 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. Seal# Truss Name pa�No.�Sea{# Truss Name Date1 T615W25 A01 2/118 T6155542 604 2/14/014 12I T6155526 I A02 12/141014 119 I T6155543 I B05 12/14/014 1 13 IT6155527 IA03 12/14/014 120 IT6155544 I Dol 12/141014J SHOP DRAWING REVIEW DISPOSITION 14 IT6155528 IA04 12/14/014 121 I T6155545 I D02 12/14/014 iTENTION:Review of shop drawings is only for conformance with �5 176155529 1 A05 2/14/014 122 176155546 E01 12/14/014tf{e design concept of the project and does not relieve the contractor 6 T6155530 A06 2/141014 23 T6155547 E02 2/14/014p responsibility for any deviation from the requirements of the shop I7 1T6155531 A07 12/14/01 awin Q 12/141014124 1T6155548 IF01 gs.Contractor alldetermineandverifyallfieldmeasurements. 8 T6155532 I A08 12114JOI4 25 1 T6155549 I F02 1 2/14101 APPROVED I9 IT6155533 IA09 12/14/014 126 IT6155550 I F03 —...I 2JI4/014 1 ❑ RETURNED FOR CORRECTION 110 1T61WaU IA11 12/14/014 127 1T6155551 I F04 12/14/01 APPROVED AS NOTED ❑ RETURNED WITHOUT ACTION X11 T6155535 IA12 12/14/014128 IT6155552 IF06 I2/14MI4,1NOTAPPR X12 IT6155536 IA13 12/14M14 129 IT6155553 I F07 12/14/014 1 0 SEE TRANSMITT L LETTER 13 T6155537 A14 2114/014 COMMENT 1 130 176155554 I F08 12/14/014 I NT p� 114 IT6155538 IA16 12/04/014 131 1T6155555 IF09 12/14/01V1 DATE Z l I` 20_ 115 IT6155540 IB01 12/141014 132 176155556 1 F10 12114/014l�LSBERG ENGINEERING,INC. FL RT. 5846 16 76155540 B0212/14/01433 1 T615W57 1F11 1 1 81 ST.AUGUSTINE R0.x202 117 1T6155541 IB03 12/14/014 134 1T6155558 IF12 12/14/01 KSONVILLE, FL 32258 The truss drawing(s)referenced above have beenre p Pared by MiTek �� Industries,Inc.under my direct supervision based on the parameters O.v I N VF�� P,•.•,....... �,� provided by TnrssMart Bldg Compts,LLC. .` E N S�.F�'.�' Truss Design Engineer's Name: Velez,Joaquin • ' ,leo; 68182 , My license renewal date for the state of Florida is February 28,2015. - *;• •'• IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown ••• S TATE OF •:QJ on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is ,Fss 0 R �• for file reference only and has not been used in preparing design. '�.,�0 N A� Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. FL Cert. 6634 February 14,2014 Velez,Joaquin I of 2 RE: 140087 - ELITE/2500 BEACH AVE Site Information: Customer Info: Elite Homes Project Name: Model- Lot/Block: Subdivision: Address: 2500 Beach Ave City: Atlantic Beach State: FL No. Seal# Truss Name Date 35 T6155559 I F13 2/14/014 I36 IT6155560 I F14 12/14/014 1 137 1T6155561 I F16 12/14/014 1 X38 IT6155562 I F18 12/14/014 1 139 IT6155563 I F19 12/14/014 I 140 IT6155564 I F21 12/14/014 141 I T6155565 I F22 12/14/014 1 142 IT6155566 1 F23 12/14/014 1 X43 IT6155567 I F25 12/14/014 X44 IT6155568 I F27 12/14/014 145 IT6155569 I F28 12/14/014 146 IT6155570 I F30 12/14/014 i 147 IT6155571 I F31 12/14/014 148 IT6155572 I F32 12/14/014 149 IT6155573 I F33 12/14/014 1 150 IT6155574 I F35 12/14/014 i I51 1T6155575 1 F38 12/14/014 X52 1T6155576 I F39 12/14/014 153 IT6155577 I F40 12/14/014 154 1T6155578 I F40G 12/14/014 1 155 IT6155579 I F41 12/14/014 1 156 I T6155580 I FT01 12/14/014 157 IT6155581 I FT02 12/14/014 1 158 I T6155582 I FT03 12/14/014 159 IT6155583 I FT04 12/14/014 160 IT6155584 I FT05 12/14/014 1 161 IT6155585 I FT06 12/14/014 1 162 IT6155586 I FT07 12/14/014 163 IT6155587 I FT08 12/14/014 164 IT6155588 I FT09 12/14/014 2 of 2 rob Truss Truss Type oty ply ELITE/2500 BEACH AVE 087 A02 SPECIAL TRUSS 3 1 78155526 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu Feb 13 15:33:34 2014 Page 1 ID:ZZgb l bgLSFi3Wvhcdm WHtpzptHP-oEaign WOK6b?m8lwDsyll 4t3tg04nX171JFOrzlOV 2-0-0 180 5-4-0 5+0 13-1-2 4-3-6 0- 8 6-5-6 6-94 Scale=1:70.0 4x4= 6 3.00 12 7 4x4 20 300= 3x6 i 8 5 16 6x8 6x8 i 9 d 5x8= 6x6 9.o0 12 4 21 la 5.8 15 11 ,b 3 3x4�� n 19 13 n 5x8= 1 2 17 9.00 12 1 4x4-, I6 4x8 11 18 5x8 I I2x4 1 5x8% 4.0o 12 14>d Isla-o -68 9-84 4-0.14 4-3-6 0-1- 6-4-8 510-0 0-58 0-1-12 Plate Offsets(X Y): [2:0-1-12 0-0-61 13:0-2-5 0-2-41 15 0-04 0-1-81 [8 0-3-8 0-1-31 f 10:0-2-8 0-3-121 [14 17-1-4 0 1 121 11 50-1 12 0-1 8] 11603 120-3 Ol 117 0-1 80-1 8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) -0.11 16-17 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.95 Vert(TL) -0.32 16-17 >686 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.55 Horz(TL) 0.16 14 n/a n/a BCDL 10.0 Code FRC2010/TP12007 (Matrix) Weight:227 lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins, 1-4,9-11:2x8 SP SS except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 5-64 oc bracing. 8-14:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 No.3 2x SLIDER Left 2xbe installed during truss erection,in accordance with Stabilizer 6 SP No.2 1-7-14 [Installation guide. REACTIONS (Ib/size) 12=257/0-5-8 (min.0-1-8),18=613/0-5-8 (min.0-1-8),14=1640/0-3-8 (min.0-2-3) Max Harz 18=359(LC 8) Max Uplift 12=-358(LC 10),18=-588(LC 10),14=-714(LC 10) Max Grav 12=383(LC 22),18=722(LC 21),14=1872(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-19=-363/0,3-19=344/0,3-4=966/170,4-5=-761/136,5-20=-575/93,6-20=-500/122, 6-7=-439/100,7-8=23/530,8-9=-255/744,9-21=-255/715,10-21=-271/686, 10-12=-326/457 BOT CHORD 2-18=0/536,17-18=-257/778,16-17=-351/1174,15-16=-616/351,14-15=-1159/399, 8-14=859/426,13-14=941/319 WEBS 3-18=958/483,5-17=-639/358,5-16=-872/723,6-16=-184/434,7-16=-58/830, 7-15=559/77, 8-15=-38/527,8-13=-454/708,9-13=-405/332,10-13=-643/170, 4-17=-96/370 N% 0\31 N V'E� NOTES `�,`,OP\C•E N S� �,♦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=3.Opsf;h=30ft;B=45ft;L=24ft;eave=4ft;Cat.11; N 68182 Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 9-2-0,Exterior(2)9-2-0 to 12-2-0, Interior(1)15-3-2 to 32-0-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and farces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 0 3)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. : p 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 will T�• 1 fit between the bottom chord and any other members. y 5)Bearing at joint(s)12,14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ♦♦♦ Q P'\``�, capacity of bearing surface. ♦ 1S•• -•.. .. �? 6)Pr and e me b mechanical connection nl (by others)of truss to bearing plate capable of withstanding 358 Ib uplift at joint 12,588 Ib uplift at joint ♦'4. J*.4 N plift 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. fill LOAD CASE(S) Standard FL Cert. 6634 1 February 14,2014 AYlfi.M;.tX: rs tt.:x,gx,ra s rys sae'L A..W lr F(?V Ptd'>W PWIbf r:.,W71.K!'. F.H1;741, :79;ZC,e a£fi:'+.4E 1W Design volid for use only with MTek connectorsThis 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 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/111`11 Quality CrBeda,DSB-89 and SCSI Building Component 6904 Parke East BIW. Safely Information va' ble from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 2314. Tampa,FL 33610-4115 If Information ptase SP,Lumber is s}nv.ilfietl,the die:.isn vatues are.those e.9Fer.tive 06/03./2013 by AL.SC, Job Truss Truss Type Qty Ply ELITE2500 BEACH AVE 140087 A04 SPECIAL TRUSS 1 1 T6155528 TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 Ob 0 tk 181 7.350 s Sepep 27 27 20 2012 MiTeIndustries,Inc.Thu Feb 13 15:33:37 2014 Page 1 ID:ZZ9bl bgLSFi3WvhComWHtpzptHP-DpFgSoZvd l zadcUUv7W?MdiOo5yOH8OCpGXv?Az[VAS 2-0-0 1-6-0 5+0 5+0 3-1-2 Scale=1:79.1 4x4 = e 3.00 12 7 4x4 21 3x10= 3.8�i e 5 16 6x8 axe 9 9.00 12 4 5x8= axe axe ii 22 10 15 11 1b 3 3x4�� M 20 n 2 17 a 1 3x4 x.00 12 Ird 14 13 12 4 10 II 4x4 8x8 MT20H-- 1.5x4 3x8= 19 4212 11 19.10-0 14w 9-11.4 4-x14 4-3-6 0-1-2 64-6 6_10-0 o-1-12 Plate Offsets(X,Y): f3:0-2-13.0-2-41 [570-2-4,0-1-81 f8 7 0-3-8.0-1-3 1 f10 0-2-8.0-3-121,[15:0-1-12,0-1-81 12 0-1-81 06:041-12.0-3-01,[18:0-1-0.0-2-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deb L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) -0.12 16-17 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.33 16-17 >714 180 MT20H 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.57 Horz(TL) 0.14 14 n/a n/a BCDL 10.0 Code FRC2010lrP12007 (Matrix) Weight:233 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 4-10-11 oc pudins, 1-4,9-11:2x8 SP SS except end verticals. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 5-1-9 oc bracing. Except: 8-14:2x4 SP No.3 5-0-0 oc bracing:8-14 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP SS 1-7-14 [Installation recommends that Stabilizers and required cross bracing alled during truss erection,in accordance with Stabilizer guide. REACTIONS (Ib/size) 12=207/0-5-8 (min.0-1-8),2=564/0-5-8 (min.0-1-8),14=1759/0-3-8 (min.0-2-6) Max Harz 2=-359(LC 8) Max Uplift l2=-367(LC 7),2=-480(LC 10),14=783(LC 10) Max Grav 12=377(LC 22),2=649(LC 2),14=2007(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-20=921/439,3-20=-902/441,3-4=-1296/561,4-5=-1147/559,5-21=-496/0, 6-21=400/0,6-7=393/101,7-8=-36/676,8-9=-201/550,9-22=-190/512, 10-22=206/479,10-12=-318/452 BOT CHORD 2-18=284/941,17-18=328/1136,16-17=-484/1369,15-16=-750/316,14-15=-1338/430, 8-14=1224/564,13-14=-1059/338 WEBS 3-18=588/177,5-17=-388/194,5-16=-1075/838,7-16=34/936,7-15=-577/144, �`�1111111j11 8-15=1041579.8-13=409/959,9-13=-407/338,10-13=-466/119,4-17=30/260 �(DU I N V tIJJi NOTES ,��OP . �4�` �� , . '\C•ENS'• ��i� 1)Unbalanced roof live loads have been considered for this design. ,• \, 4 ' 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=30ft;B=45ft;L=24ft;eave=4ft;Cat.ll; Exp D,End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 9-2-0,Exterior(2)9-2-0 to 12-2-0, 4* N 68182 Interior(1)15-3-2 to 32-0-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and farces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 J1 3)All plates are MT20 plates unless otherwise indicated. 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 Q T F j41 fit between the bottom chord and any other members. .�,� P •.' `� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 367 Ib uplift at joint 12,4801b uplift at joint 2 N and 783 Ib uplift at joint 14. JJi SS�y ••• \�`�� 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 February 14,2014 QWAfi:XIfK. I%c:rft R-.Yy.(A.'iinlE:Mt't iM1G'Rf4...X'1T.>t"+At fHl'7�M i!.i�i.}f:,<eti3TP.'r�r'IF it .S.•K:f 17 �•gT21s 3"-4ttfirF:'aTF 2±SF �� Design volid for use only with MiTek connectorsThis design 6 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 thus 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 a e1Te k- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding m fabricotion,quality control,storage,delivery,erection and bracing,consult ANSIMIl Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information va able from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tempe,FL 33810-1115 If Saalthern Pule bP larrltlxet if,stwEKifted,t'1ne de.>ign valves are those effective 06101/2131:3 by ALSG r Job TN39 TN33 Type 70ty FRYELREI2500 BEACH AVET6155530 140087 A08 Special Truss SII J ib Ref ren tion TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu Feb 13 15:33:39 2014 Page 1 ID:ZZ9bl bgLSFi3 WvhCom WHtpzptHP-9BNbtUa99eDlswetOPYTS2okluZ104YUGa0033zlmQ 3-8-14 5-10.7 11-8.8 14-9.10 20.7-9 26-5.9 32-7-0 3-8-14 2-1-9 5-10-1 3-1-2 59.15 5.9-15 6-1-7 Scale=1:65.2 4x4= 4 9.00 12 5 4x4 10 3x4= 3x4 3.00 12 3x4 i 8 7 4x4 3 1.5x4 II 8 3x4% 18 2 20 3x4 1 9 n r N 17 16 15 14 21 13 12 11 10 1.5x4 3x8= 3.4 = 3x4 = 4x4 = 3x8= 1.5x4 II 3x8 = I 3-8.14 9-8-8 11-8-8 14-0.10 19-2-12 19-4,10 26-5.9 32-7-0 3.8.14 511-10 2-0-0 3-1-2 4-52 41 14 7-0-15 6-1-7 Plate Offsets(X Y): [9:0-1-8,0-1-81,[12:0-2-0,0-2-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) -0.28 12-14 >817 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.77 Vert(TL) -0.54 12-14 >427 180 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.01 12 n/a n/a BCDL 10.0 Code FRC2010/TPI2007 (Matrix) Weight:205 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 1-17.9-10:2x4 SP No.2 6-0-0 oc bracing:11-12. WEBS 1 Row at micipt 5-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS (Ib/size) 17=603/Mechanical,10=311/Mechanical,12=1462/0-3-8 (min.0-1-13) Max Horz 17=359(1_C 8) Max Uplift 17=-317(LC 10),10=-183(LC 7),12=-808(LC 10) Max Grav 17=665(LC 2),10=397(LC 22),12=1549(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-18=665/368,2-18=651/370,2-3=-796/480,3-19=-670/403,4-19=-631/418, 4-5=-577/393,5-6=68/376,6-7=-281/257,7-8=357/246,8-20=310/172, 9-20=354/165,1-17=-631/369,9-10=-341/208 BOT CHORD 16-17=-279/321,15-16=-198/738,14-15=-198/738,11-12=-324/279 WEBS 1-16 293/675,9-116=-06/280,5-12=-912/493,6-12=0652/4726-1171368 601 .�'`Q�,}I N 11V,, ' r''�� ♦ .� C•E N 1)Unbalanced roof live loads have been considered for this design. �, ,,••�� `SF :� 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=30ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3 1-12,Interior(1)3 1-12 to 8-8-8,Exterior(2)8-8-8 to N Q`"168 1 82 11-8-8,Interior(1)14-9-10 to 29-5-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and = *: •' forces&MWFRS for reactions shown;Lumber DOL=1.60 plate 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. 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 •:. 'T F fit between the bottom chord and any other members,with BCDL=t O.Opsf. O . / •7 'JJ(�h 5)Refer to girder(s)for truss to truss connections. ♦♦ ,�` qP `� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 317 Ib uplift at joint 17,183 Ib uplift at joint ♦j 1�. �� 10 and 808 Ib uplift at joint 12. ♦j♦SS • .... `�� 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,,'� ��f N Qi 01. LOAD CASE(S) Standard 11 FL Cert. 6634 February 14,2014 �rrnxaanr. ya,;rr x w ra,u:.ra:v,cx.re:.r+ti xars;-.*enarsnrt trnliti' �rrrexusa<rsFrx-=r.,Ksewxz?sr1,4 /i3;2o3eafN.Dllftdu I �� 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 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/Till Quality Criteria,OSB-89 and SCSI Building Component 6904 Parke East BIW. Solety Intormalion va' ble from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 2314. Tampa,FL 335144115 If ithern Pi11eISPluvriber i::sgetitipcl,%fie design values are Thaxr effective 06/0.1 j201:314 ALS( Job TNSS Truss Type oty PlyTELITE/2500 BEACH AVE76155532 140087A08SPECIAL TRUSS 1 erence(optional) I RUSSMwc r BUILDING COMPONENTS,a,Midway,GA,31320,Old Oak Truss 7.350 is Sep 27 2012 MiTek Industries,Inc.Thu Feb 13 16:52:02 2014 Page 1 ID:ZZ9bl bgLSFi3 WvhCom WHtpzptHP-VOpTESyddsFOb9RdRKLvAJ4PHigaA_xkjnm NdzzlVjx -2-0.0 4-1-14 7-4-0 12-1-8 15-2-10 21-0.9 26-10-9 33-0-0 2-0.0 4-1-14 3-2-2 4-9-8 3-1-2 5-9-15 5-9-15 - 6-1-7 4xB= Scale=165.5 5 9.00 F12 6 44 1.5x4 11 20 3x4 3x4= 4 7 3.00 12 8 8x12 3x4 9 7x6= 3 21 2x4 II 2 19 10 1 1� 18 m 17 5x8 = cnL N 48 % 15 22 23 14 13 12 11 3x4 =3x4 = 5x8= 3xx 6= 4.00 12 5x8 = 4-1-1414-2-8 23-5-8 98-11 8 33-0.0 4-1-14 37-4-0-2-2 ` 6-10.8 9.3-0 5-6-0 4 0.8 Plate Offsets(X,Y): f2:0-2-3.0-4-91.[3:0.6-0.0-3-41,[6:0.1-5,0-2-81,[9:0.1-12.D-1-81,fl l:Edne.0-2-121.[15:0-2-12.0-2-81,[18:0-0-0,0-1-31 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.62 Vert(LL) -0.23 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.84 Vert(TL) -0.70 14-15 >491 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.22 11 n/a n/a BCDL 10.0 Code FRC2010/TP12007 (Matrix) Weight:214 Ib FT=0 LUMBER BRACING TOP CHORD 2x4 SP No.2'Except` TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc purlins, 1-3:2x8 SP SS except end verticals. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 5-6-10 oc bracing. 13-15:2x4 SP No.20 WEBS 1 Row at midpt 5-16,5-15,7-15,9-11 WEBS 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing 10-11:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer REACTIONS (Ib/size) 18=1270/0-5-8 (min.0-1-11),11=1100/4-4-0 (min.0-1-8),12=97/0-3-8 (min.0-1-8) Installation guide. Max Harz 18=-349(LC 8) Max Uplift 18=-807(LC 10),11=645(1_C 10),12=-5(LC 10) Max Grav 18=1426(LC 2),11=1196(LC 2),12=185(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-18=1386/883,2-19=2440/1205,3-19=-2428/1212,3-4=-2849/1417,4-20=-3082/1638, 5-20=-3052/1653,5-6=1847/1127,6-7=-1603/932,7-8=-1767/1037,8-9=-1865/1026 BOT CHORD 17-18=315/350,16-17=-1139/2566,15-16=-386/1232,15-22=824/1800,22-23=-824/1800, 14-23=-824/1800,13-14=772/1572,12-13=-772/1572,11-12=-772/1572 WEBS 2-17=105312313,3-17=-1182/591,4-16=-448/353,5-16=-1019/2094,5-15=-656/969, 6-15=929/634,7-15=-438/336,9-14=-24/348,9-11=-1850/956 *1111111 11111111, NOTES Pp 1 N V�� 1)Unbalanced roof live loads have been considered for this design. C• S� E N •'• t� �� 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=30ft;B=45ft;L=24ft;eave=oft;Cat. ,O� II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 9-1-8,Extedor(2)9-1-8 to +' 12-1-8,Interior(1)15-2-10 to 29-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and ` N ^,681 82 forces&MWFRS for reactions shown;Lumber DOL=1.60 plate 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. — — 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 Q will fit between the bottom chord and any other members,with BCDL=10.Opsf. gT F :441-- 5)Bearing at joint(s)18 considers parallel to grain value using ANSlrrPI 1 angle to grain formula. Building designer should verity w (V capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 807 Ib uplift at joint 18,645 Ib uplift at �i� joint 11 and 5 Ib uplift at joint 12. �/SS "•`� % 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. '11Y�rt N A;1111` LOAD CASE(S) Standard FL Cert. 6634 February 14,2014 c n .,M', .v no;-,Ahr,,m..;:et«If,'TEA�r rFrk.z Pxf,W"?ar ., s;ic1l a a,asc,rr. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and Is for an indMauol 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 erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek'ek' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East BIW. Safety Information va able from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 2314. Tamps,FL 33810-4115 lfi uthern Pirne�&PI itun ser is specified,t'he design values are tiha:sr.of o:..tive 06jol{2013 4 AtSC Job Truss TN88 Type Qty Ply ELITE/2500 BEACH-AVE 140067::� A11 SPECIAL TRUSS y 1 76155534 Job Reference tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu Feb 13 15:33:44 2014 Page 1 ID:ZZ9b1 bgLSFi3WvhCom WHtpzptHP-V9AUwBel_Arazh Wrpz8e95VXhvFQDvEQsknlGzlNL -2-0.0 5-6-0 10-" 2-1- 45-3 15.2-10 19.9.8 2 29.0.13 340.0 36.0.0 _ 2-0.0 5-6-0 5-2-8 1-5-0 3.1-2 46-14 4-7-11 47-11 411-3 2-0.0 Scale=1:78.9 5x8= 1.5x4 6 5 7 4x4 3.00 112 22 3x4 °x12 4 ° 4x6 Zz 9 10x14 MT20H 9.00 12 4 5x8 70 3x6 I 5x8�i 3 23 11 12 21 14 2 � 5x° I I 1 N d 4x8 =17 16 15 >�r = 4x12 11 20 19 5x8 3x4= 5x8 = 400 12 4x8 1.5x4 II 3x4 = 9.00 112 5.6.0 10-8-° 12-10.8115-2-10 19.9-° � 26-8-0 i 340.0 � 5-fr0 5-2-8 2-2-0 2-42 46-14 6-10-8 7-4-0 Plate Offsets(X.Y) f2:0-6-13 Edge] f11 0-3-150-0-0j f13 Edge 0-1-81 [14.0-3-11 0.2 81 [180.2 8 0-3-01 f19.0-1 80-1 8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.76 Vert(LL) 0.38 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.93 Vert(TL) -0.84 14-15 >481 180 MT20H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.56 13 n/a n/a BCDL 10.0 Code FRC2010/TPI2007 (Matrix) Weight:284 Ib FT=O% LUMBER BRACING TOP CHORD 2x4 SP No.2'Except` TOP CHORD Structural wood sheathing directly applied or 2-1-6 oc purlins, except 1-4,10-12:2x8 SP SS end verticals. BOT CHORD 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 5-19:2x4 SP No.3 WEBS 1 Row at midpt 7-17,9-15,10-13,4-19 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP SS 3-6-2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS (Ib/size) 13=1293/0-5-8 (min.0-1-12),2=1284/0-5-8 (min.0-1-12) Installationuide. Max Harz 2=-361(LC 8) Max Uplift 13=-828(LC 10),2=819(LC 10) Max Grav 13=1483(LC 2),2=1474(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 Ob)or less except when shown. TOP CHORD 2-21=1792/847,3-21=1745/860,3-4=1752/875,422=-2124/1050,5-22=-2078/1063, 5-6=-2226/1219,6-7=-1764/1011,7-8=1806/1012,8-9=-2067/1132,9-10=-4948/2296, 11-13=-349/434 BOT CHORD 2-20=538/1385,19-20=-536/1388,18-19=-476/1292,5-18=-278/261,17-18=-387/1481, 16-17=616/1664,15-16=-798/1967,14-15=-1410/3274,13-14=-1449/3277 WEBS 6-18=748/1761,6-17=512/496.7-17=-1153/734,7-16=-212/399,8-16=-532/340, t%%J111111111 4-19=1825/713,4-18'5508/1629 O �U 56/748, 14=-910/2312,10-14=-649/1741,10-13=-3671/1699, PN.•(/ � ',' NOTES `�� ,•�\C E NS�• 1)Unbalanced roof live loads have been considered for this design. r 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=30ft;B=45ft;L=24ft;eave=4ft;Cat.II; * N 68182 :• Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 9-1-8,Exterior(2)9-1-8 to 12-1-8, = = Interior(1)15-2-10 to 33-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& = ' MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 -10 3)All plates are MT20 plates unless otherwise indicated. iT { O � F 41J 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O .j 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 # Y 1 fit between the bottom chord and any other members. �i 4'�•\�� 6)Bearing at joint(s)13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity ,��j SS •' ••\'��,` of bearing surface. t 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 828 Ib uplift at joint 13 and 819 lb uplift at joint 2. y 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. FL Cert. 6634 LOAD CASE(S) Standard February 14,2014 AiR'hR.YT tr Y r.X,;r,('x;u.:rt iVrx aar.R� TU"-N nil 5ANr 7'# x(r: firf'1,4FidV Design valid for use only with MiTek 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 shownt 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 Oua81y Criteria,OSB-89 and BCSI Building Component 6904 Parke East Bhd. Solely Information va able from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria.VA 2314. Tampa,FL 33610.4115 j IfSvtrthernPrree�SP Islmhxrisstpnmifiecl,tl1u.dv--:signvahresarethoseeffective ,101f2Ui.3hYALSC Job Truss Truss Type Qty Ply ELITE2501 BEACH AVE T8155535 140087 Al2 GABLE 1 1 Job Reference tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu Feb 13 15:33:47 2014 Page 2 ID:ZZ9b1 bgLSFi3 WvhCom WHtpzptHP-wkscZDgAG5E9g8FPU5hLmk70e7l7dYOg6gyRMbzlwtl NOTES 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 829 lb uplift at joint 14 and 817 Ib uplift at joint 2. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard AlraRAM?tG Ye;Hr.k..s§;n F,t: t<::xrt-UAEA.1,,W,IF$nN Rtt5.4hT IWNIA r'w•'•N:T:.k N:fCRIrx.E RAC-F HU 74131..:x.3fz3f7a�ra>:F:a.Sff,!Sf �� Design valid for use only with MiTek 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 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 Informationva oble from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 2314. Tampa,FL 33610-4115 ii Sauttrern Piam 4P�}number is specified,the de:ugnwtues are t'hase effective 06/01i/.2013 by AL-SC -- Job TN$$ �T11133ype Qty Ply ELITE/2500 BEACH AVE76155537 140087A14 R TRUSS 5 1 b Referen ti nal TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu Feb 13 15:33:50 2014 Page 1 2I0:ZZ9bl bgLSFi3WvhCom WHtpzptHP-KJYIBFj3ZOckhcz_9DF20MIZJKKRgwh600B5ywzl"F --0. 2-16.2-8 8-2-3 12-1-8 16.0.1326-3.0 2-0.0 40 4-2-13 3 1-11-11 1-11-11 3.11-5 3-11-5 3-0-3 0.11- 4-2-13 2-0.0 6x8= Scale=166.8 5 4x8 19 20 1.5x4 I/ 4 6 8x8 MT20H 6x8 9.00 F12 3 15 7 6x6 = 18 16 6x8 MT20H 11 21 2 5x8 8 14 1 9.00 12 3x4 9 I`7 1312 11 10 17 5x8-- 4x4 = 6x12 11 3x4 I 9-12 7-4-0 14-2-8 19-1-0 2 0. 4- 3-9-12 3-6-4 6-10.8 4-10.8 0.11- 4-2-13 _ Plate Offsets(X.YJ: 12:0-2-8 0-3-01 13:0-1-12 Ed0e1 f4 0-2-4 0-1-81 [5 0-2-0 0.1-41 fT0.3 0 0 3-Ol f10 0-8 120-3-01 f17 0-0-3 0-1-41 LOADING(is, SPACING 2-0-0 CSI DEFL in (loc) I/deb L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.66 Vert(LL) -0.33 15 >866 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.80 Vert(TL) -0.76 14-15 >377 180 MT20H 187/143 BCLL 0.0 • Rep Stress Incr YES WB 0.93 Horz(TL) 0.88 10 n/a n/a BCDL 10.0 1 Code FRC2010/TPI2007 (Matrix) Weight:209 Ib FT=0% LUMBER BRACING TOP CHORD 2x8 SP SS'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 5-7,3-5:2x4 SP No.2 end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-2 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 4-14,5-13 2-16,8-10.4-15:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS (Ib/size) 17=946/0-5-8 (min.0.1-8),10=946/0-5-6 (min.0-1-8) Installationuide. Max Horz 17=-444(LC 8) Max Uplift 17=629(LC 10),10=-629(LC 10) Max Grav 17=1087(LC 2),10=1087(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-17=-1247/619,2-18=3889/967,3-18=-3861/986,3-4=-5203/881,4-19=-1183/556, 5-19=-1159/574,55-20=1199/681,6-20=-1225/663,6-7=-1146/558,7-21=-1224/544, 8-21=1240/525,8-10=1050/658 BOT CHORD 16-17=471/643,15-16=-846/3940,14-15=-421/2901,13-14=-24/1025,12-13=-176/806, 11-12=156/922 2-16=-586/ 123,3-16�624/156,8-1 1239, WEBS 4-14=26213/538,5-13=469/308,5-14=183/181626-12=-339/271,7-12$294/8 62 ,`0 (D,Ui N„V t�t�,' NOTES ,% , . IC�E Ns�• �� 1)Unbalanced roof live loads have been considered for this design. ,• 4C`••, 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=30ft;B=45ft;L=24ft;eave=4ft;Cat.Il; Z Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Extenor(2)-2-0-0 to 1-0-0,Interior(l)1-0-0 to 9-1-8,Exterior(2)9-1-8 to 12-1-8, k N Q X68182 Interior(1)15-1-8 to 23-3-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and farces& 1 r MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 / 3)All plates are MT20 plates unless otherwise indicated. -10 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •;• { O F 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 141 fit between the bottom chord and any other members. .,.�` P `•: 6)Bearing atjoint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. S 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 629 lb uplift at joint 17 and 629 Ib uplift at ' ,� j joint 10. I 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 February 14,2014 QKNZ,4M.V.0". sp. AAllMIS;V TH11;AW.l;X:zf'...•.M.3'EX n frrMZ p'Kf Mt:747 Ri;nll a�'F:M.}.Kr: Design valid for use only with MiTek 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 inclMduol web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the i' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.Far general guidance regarding M)Tek- fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/1PI1 Quality Criteria,OSB-89 and BCSI Building Component 8904 Parke East Blvd. If,*IMormaPi n g'aitable from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexondria.VA 2314. Tempe,FL 33810-4115 11Sa<ufherr.Prase SP larrxtreris;;3eziFir.:5-1,thecivcignva{uesarel'hnzweffectSmtf5 tt3. 2i1Y:3byAL5£. Job Truss Truss Type Qty TPIY-TELITE/2500 BEACH AVE 78155539 J. 1{0067 B01Common Trvss 1 Reference tion TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu Feb 13 15:33:52 2014 Page 1 ID:ZZ9bl bgLSFi3 WvhComWHtpzptHP-GhfVcxkJ5esSwv7N HeH WTngxz8?klpMPG6gC1 pzl WAD 5-6-14 10-10-4 16-1-10 21-8-8 5-614 5-3.6 5-3-6 5-6-14 4x4= Scale=161.7 3 This truss is NOT symmetric. Proper orientation is essential. 9.00 12 3x4 i 3x4 O 2 4 3.6�i 3x4 1 5 I 1011 12 13 9 14 8 7 6 6x8 MT20H I I TJC37 7x6= 8x12 = 4x4= 2x8 TJC37 TJC37 TJC37 0 14 10.4 161-1 1-8-8 I-0 5.4-14 5-3-6 63 6 5-614 Plate Offsets(X Y): It•0.2-8 0-1-81 f2 0-1-12 0.1-81 f4 0-1-12 0.1-81 150.1-0 0-1 81 )870-6-0 0-4 81 f9 0-3-0 0-4-41 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) 0.07 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.81 Vert(TL) -0.15 9-10 >999 180 MT20H 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FRC20101TPI2007 (Matrix) Weight:158 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3`Except` BOT CHORD Rigid ceiling directly applied or 9-0-8 oc bracing. 1-10:2x6 SP No.2 WEBS 1 Row at midpt 2-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS (Ib/size) 10=2216/0-3-8 (min.0-3-0),6=1035/0-5-8 (min.0.1-8) [Installation guide. Max Harz 10=-346(LC 6) Max Uplift 10=-1089(LC 8),6=-556(LC 8) Max Grav 10=2542(LC 2),6=1185(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2258/1004,2-3=-1259/726,3-4=-1238f714,4-5=-1420/672,1-10=-1710/794, 5-6=-1121/561 BOT CHORD 10-11=-429/447,11-12=-429/447,12-13=-429/447,9-13=-429/447,9-14=-650/1735, 8-14=650/1735,7-8=-388/1066 WEBS 1-9=-464/1314,2-9=-432/1112,2-8=-1168/649,3-8=-637/1088,4-8=-385/286, 5-7=-312/950 `tttliIIII11111/1�' NOTESPQU 1 N 1)Unbalanced roof live loads have been considered for this design. -i`,,Q• •��•E•N S•, ��, 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=30ft;B=45ft;L=24ft;eave=4ft;Cat.II; ♦ Fes'. i Exp D;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 %• plate grip DOL=1.60 N 68182 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed fora 10.0 psf bottom chord live load nonconcument 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 0; fit between the bottom chord and any other members. 6)Provide mechanical Connection(by others)of truss to bearing plate capable of withstanding 1089 Ib uplift at joint 10 and 556 Ib uplift at �'. T F .: joint 6. �� .�A 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 TJC37(6 nail,90-90)or equivalent spaced at 2-0-0 oc max.starting at 0-8-12 from the left end to 6-8-12 to �I�SS •'•�\��, connect truss(es)D02(1 ply 2x4 SP) to front face of bottom chord. ��/ N Afilly t�>>`' 9)Fill all nail holes where hanger is in contact with lumber. 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) Standard FL Cert. 6634 Continued on a e 2 February 14,2014 �Y'R,.1khY. tia:ttp y f:,1.,1,itPmr.t aac:=fA-;^Y:TF.c r"Af W7Ahc IM: 4..-;r:A PFfFFFM'.:P=I:f W.'7476; Design valid for use only with MiTek connectors This design is bosed 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 responsibillity 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. Satoh IMormallon a'able from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexondrio,VA 2314. Tampa,FL 33610J115 If Saxu thorn Part hanher is sirec �.:af,the design vah.les are those effective 05101/x.21713 by ALSf. Job Truss Truss Type Cty Ply ELITE/2500 BEACH AVE 76155540 140087 B02 Common Truss 6 1 Job Referen (optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu Feb 13 15:33:52 2014 Page 1 ID:ZZ9bl bgLSFi3WvhCom WHtpzplHP-Ghf VcxkJ5esSwv7NHeH W rngxd8351u WPG6gC1 pzl=D 8-10-10 { 14-4-8 3-8.4 12-6 5.5.14 4x8 I Scale=1:58.8 9.00 12 2 ,�ti►11111111t1,! 2x6 I IN33 , OPQV IN �/�< E NN 68182 2x8 I I "' •'� h 111 i1 10 11 6 7 5 3x4= 3x4 = 3x4= FL Cert. 6634 7-2-4 14-4-B 7-2-4 7-2-4 Plate Offsets(X,Y): 12:0-2-8.0-1-121.17:0-1-12.0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) -0.14 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.23 6-7 >744 180 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FRC2010/TP12007 (Matrix) Weight:106 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-7,4-5:2x4 SP No.2 WEBS 1 Row at midpt 2-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 7=580/0-3-8 (min.0-1-8),5=522/0-3-8 (min.0-1-8) Max Horz 7=-485(LC 8) Max Uplift7=-302(LC 10),5=-260(LC 10) Max Grav 7=672(LC 16),5=563(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-338/360,2-8=-713/503,3-8=-749/480,3-9=-261/259,4-9=318/244,1-7=-320/312, 4-5=-337/266 BOT CHORD 7-10=1311322,10-11=131/322,6-11=131/322,5-6=-90/462 WEBS 2-6=-352/650,3-6=-456/383,2-7=-573/294,3-5=-564/98 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=3.Opsf;h=30ft;B=45ft;L=24ft;eave=oft;Cat.11; Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 6-8-4,Interior(1)6-8-4 to 11-2-12,Exterior(2)11-2-12 to 14-2-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate 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. 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=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 302 Ib uplift at joint 7 and 260 Ib uplift at joint 5. 6)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard February 14,2014 �NthR:471K+.y tfY t...¢,.r.(,1us.f:mrsa34'tffi-.^x'7f.F^7N Ttf15nhr ..K i&i:le.<aCfi kSEfPSC �' Design valid for use only with MiTek connectors This design rs 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.Brocing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibilifly of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.Far general guidance regarding fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sal IMormation va'able from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria.VA 2314. Tampa,FL 33610.4115 If 4a ra thein Prrse'�SA�Iw-nher isspeciltrrl,the dee ign valuesarw tho:;:e rt'fecHvr_46Fi i}9/2013 boy A1SC J00 Truss Truss Type Qty Ply ELITE/2500 BEACH AVE 140087 B04 SPECIAL TRUSS B 1 761555421 TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 Ob Sep 27 01 ti n I 7.350 s Sep 27 2012 MiTek Intlustries,Inc.Thu Feb 13 15:33:55 2014 Page 1 ID:ZZ9b1 bgLSFi3WvhCom WHtpzptHP-hGLeEymCOZE 1 nNsyymgD5PSOkLBAV84ry4useBzl WtA __] 3.10.0 5.4-14 10-8-4 15-10-10 1-7 1- 21-4-8 3-10.0 1-6-14 53.6 5-2-6 1-7-14 3-10.0 4x4 = Scale=1:60.3 3 9.00 12 12 B 13 5xe= 44-i 4x4 2 4 11 14 d rt 4x4 i 04 i 1 97 5 44 9.00 12 04� a I� 10 1.5x4 II 1.5X4 II 3-10.0 54-14 _ 10-8-4 15.10.10 17-6-821-4- 3-10.0 1-6.14 5-3-5 5-2-6 1-1-14 3-10-0 Plate offsets IX Y1: [11•0-1-1 z 0-2-01,rz 0-1-1 z 0-2-01 r3 0-2-0 0-1-121 r4 0-1-120-z Ot f5,0-1-120-2-01,[770-1-12.0-2-01,[8:0-4-0.0-241,f9:0-1-12.0-2-01 LOADING(psf) SPACING 1-0-0 CSIDEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.70 Vert(LL) -0.24 8 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 :BC 0.38 Vert(TL) -0.60 8 >422 180 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(TL) 0.95 6 n/a n/a BCDL 10.0 Code FRC2010/TPI2007 (Matrix) Weight:125 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2D TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, except BOT CHORD 2x4 SP No.2D end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-7-12 oc bracing. REACTIONS (Ib/size) 10=369/0-3-8 (min.0-1-8),6=369/0-3-8 (min.0-1-8) Max Harz 10=-178(LC 8) Max Uplift 10=-21O(LC 10),6=-21 O(LC 10) Max Grav 10=422(LC 2),6=422(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=468/211,1-11=-1510/576,2-11=-1460/578,2-12=-2376/428,3-12=-2318/436, 3-13=2354/462,4-13=2412/453,4-14=-1393/578,5-14=-1413/576,5-6=-459/211 BOT CHORD 8-9=-531/1641,7-8=-521/1356 WEBS 1-9=-443/1253,3-8=-472/2647,2-9=-351/177,2-8=0/751,4-8=298/1095,4-7=-326/177, 5-7=-443/1149 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=3.Opsf;h=30ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-3-12 to 3-3-12,Interior(1)3-3-12 to 7-10-4,Exterior(2)7-10-4 to 'l,%%tU N J� 10-10-4,Interior(1)13-10-4 to 18-4-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and N' PQ forces&MWFRS for reactions shown;Lumber DOL=1.60 plate 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. `�� ,�,•��C'E N SF• �C� �� 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. N 6$182 5)Bearing atjoint(s)10,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 1k •: Tlr capacity of bearing surface. 6)6Pr21 Ode mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)10=210, 0 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. O:• T F •: LOAD CASE(S) Standard �i �'•'C 1 a Q;.'\�`�� FL Cert. 6634 February 14,2014 Design valid far 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 responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Walk' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and Il Building Component BB04 Parke East Bhd. Solely Information va' ble from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,Parke 33610-4115a3tS . if 5r ut:hem Pme�SR Iuxrttter e.;Rckifiect,tthp de:sa n valur_s are the effwctive Ob/1011201.:3 b.1 ALSf. Job Truss Truss Type Qty PlyELITE2500 BEACH AVE 76155544 140087 DO1 SCISSOR TRUSS 8 1 job Ref lance o liana/ TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 27 2012 Mitek Industries,Inc.Thu Feb 13 15:33:57 2014 Page 1 ID:ZZ9bl bgLSFi3WvhComWHtpzptHP-dfrOfeoSwAUkOhOK40thAgXrJ9o9z918PNNziOzIWt8 s-0-0 11-8-0 18-4-o z3-4-0 25-4-0 2-0.0 s-0-0 6-8-0 6-8-0 5-0-0 2-0.0 4x4= Scale=165.6 4 9.00 IF,2 15 16 11 6x8 i 5x8= 6x8\\ g 5 10 v 6x12 �i 12 9 6x12 \\ i 4x4\\ 17 9.00 12 y 14 4x4 6 1 7 [m 8 13 2x4 II 2x4 II 5-0-0 11-8-0 17-0.1218-4.0+ 2_ 3.40 5-0-0 6-8-0 5.4-12 1-3-4 5-0.i) Plate Offsets(X,Y1: f2:0-2-4.0-2-121 [3:0-3-8,0-3-01r5:0-3-8,0301 f6:0-2-4,0-2-121,[9:0-1-12.0-2-01,[11:0-4-OEdoet 112.0-1-120-2-01 LOADING(psf) SPACING 14-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.21 11-12 >942 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.48 Vert(TL) -0.57 11-12 >355 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.65 Horz(TL) 0.73 8 n/a n/a BCDL 10.0 Code FRC2010/TP12007 (Matrix) Weight:172 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP SS`Except' TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc purlins, except 1-3,5-7:2x8 SP SS end verticals. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 13=468/0-5-8 (min.0-1-8),8=233/0-5-8 (min.0-1-8),10=517/0-3-8 (min.0-1-8) Max Horz 13-289(1-C 8) Max Uplift l3=-395(LC 10),8=376(LC 10),10=43(LC 10) Max Grav 13=540(LC 2),8=328(LC 16),10=616(LC 15) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-13=-648/389,2-14=-2251/662,3-14=2180/677,3-15=-1984/112,4-15=-1906/123, 4-16=-1959/159,5-16=2045/147,5-17=-462/555,6-17=-492/540,6-8=279/379 BOT CHORD 12-13=319/441,11-12=-643/2376,10-11=308/330,9-10=-338/652 WEBS 4-11=104/2178,5-11=-462/1991,5-9=-525/141,6-9=-311/285,3-11=-1068/1125, 3-12=-266/122,2-12=433/1846 NOTES `1�� QU I N 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=3.Opsf;h=30ft;B=45ft;L=24ft;eave=oft;Cat.11; " ,o,•"�c•E N* Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0.0 to 1-0-0,Interior(1)1-0-Oto 8-8-0,Extedor(2)8-8-0 to 11-8-0, •• F�`• Interior(1)14-8-0 to 22-4-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& N 68182 MWFRS for reactions shown;Lumber DOL=1.60 plate 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. Z _ 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. :"0 5)Bearing at joint(s)13,8 considers parallel to grain value using ANSI TPI 1 angle to grain formula. Building designer should verify T F '44/Z capacity of bearing surface. `•,r/ ✓ 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)10 except Qt=1b) •, Q�.•• �i 13=395,8=376. �j .•• �� 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)10. !!!SS " "•`t �% 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. !!!! N' I i r,�� fill I LOAD CASE(S) Standard FL Cert. 6634 February 14,2014 QWAR AG-VWY1 M'syr,px.-m +n-a RfA-.WC IFS NN nin Apr£,riot A'-'-u{,MW -F-r&.tr e.Tt'F t41 4?1 3[Os 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 responsibillity of the M1Te 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. Salety Information va'oble from Truss Plate Institute 781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610-4115 if5ioutheinPine�813 hxmhet,;:spec.ifieal.,ttie dP.sign valsrr_sare Itmsee1Pectine06(01/2013byALSG I JOb Truss ��TrUSS Type ��bTR E/2500 BEAC�AVE Job Tru mon Truss 76155546 TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 eference l 1.350 s Sep 27 2012 MiTek Industries.Inc.Thu Feb 13 15:33:58 2014 Page 1 ID:ZZ9b 1 bgLSFi3WvhCom WHtpzptHP-5rl mt_p4hUCberaXdv0wj24_gZ42ie5He17XESzl Wt7 3.7-15 6-9.12 9-11-9 13-7-8 3-7-15 3.1-13 3-1-13 3-7-15 44 = Scale=1:36.4 3 9.00 12 3x4 i 3x4 2 4 1 5 F-1 Fq El El Ia 8 9 7 10 11 6 12 3x6 TJC37 HUS26 3x6 2x8 3x8 = 2x8 II TJC37 TJC37 HUS26 1-7 -1 9-1 9.11-9 13-5-8 1 78 3-7-15 3.1-13 3-1-13 3-5-15 Plate Offsets(KY), I2 0-1-120-1-81 I4 0-1-12 0-1-8) LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) 0.04 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.07 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.45 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FRC2010/TPI2007 (Matrix) Weight:167 Ib FT=0 LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS (Ib/size) 1=1575/0-5-8 (min.0-1-8),5=2626/0-3-8 (min.0-1-12) Max Horz 1=-183(LC 6) Max Upliftl=-909(LC 8),5=-1494(LC 8) Max Grav 1=1811(LC 2),5=2950(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2714/1353,2-3=-2188/1183,34=2188/1183,4-5=-3963/2004 BOT CHORD 1-8=-975/2063,8-9=-975/2063,7-9=-975/2063,7-10=-1500/3079,10-11=-1500/3079, 6-11=1500/3079,6-12=-1500/3079,5-12=1500/3079 WEBS 2-8=-200/505,2-7=-484/340,3-7=-1279/2364,4-7=-1838/1038,4-6=-1045/2145 NOTES 1)2-ply truss to be connected together with t 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 0-9-0 oc. ',`1 1 1 l I Webs connected as follows:2x4-1 row at G-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 %QP0a 0 I N V�� ♦j♦ connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. `� , .•V\C E N S�•�� ♦= 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=30ft;B=45ft;L=24ft;eave=4ft;Cat. Exp D;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed,end vertical left and right exposed;Lumber DOL=1.60 N -,,681 82 ", plate grip DOL=1.60 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 y fit between the bottom chord and any other members. T F 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)except Qt=1b)1=909, ` 4U Z 8)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. ♦j ,Q P.'�\�� 9)Use Simpson Strong-Tie TJC37(6 nail,90-90)or equivalent spaced at 2-0-0 oc max.starting at 3-4-12 from the left end to 7 4-12 to ♦♦ S• •• `� �� connect truss(es)A05(1 ply 2x4 SP),A06(1 ply 2x4 SP) to front face of bottom chord. ♦♦i�S ••�tA �``��, 10)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 9-4-12 from the left end to 11-4-12 to connect truss(es)A07(1 ply 2x4 SP) to front face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard FL Cert. 6634 Continued on Daue 2 February 14,2014 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 dunng construction is the responsibillity,of the k- MiTek' ; g _ 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/71`11 Quality Criteria,DSB•89 and BCSI Building Component 6904 Parke East Elvd. Safety Information qva able from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA�23 ;try Al4C Tampa,FL 33610-4115 1fSauthernPine 1ISP tuanhefis• iFied,the design vratuesaretharsea.#pctivet1fi (k1 p Job Truss Truss Type Qty Ply ELITE/2500 BEACH AVE T6155547 140087 E02 Flat Truss 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu Feb 13 15:33:59 2014 Pape 1 ID:ZZ9bl bgLSFi3 WvhCom WHtpzptHP-Z2aB4KgiRnkSG_9jBcv9GFd95ySPR4ZRths4nvzl Wt6 3-7-0 7-2-0 3.7-0 3-7-0 Scale=1:13.9 4,4= II 4x4= 2 4 7 8 9 5 6x8= JUS24 JUS24 JUS24 6 3x4 11 43x4 11 3-7-0 7-2- 3-7- Plate -2-3-7-Plate Offsets(X Y) [4:0-2-0,0-0-01,[6:0-2-0,0-0-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) 0.07 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.56 Vert(TL) -0.12 5-6 >700 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.56 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FRC20101TP12007 (Matrix) Weight:65 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-3, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS Qb/size) 6=1210/0-5-8 (min.0-1-8),4=1027/0-4-8 (min.0-1-8) Max Harz 6=40(LC 4) Max Uplift6=-712(LC 4),4=-613(LC 5) Max Grav 6=1348(LC 2),4=1145(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-778/449,1-2=3388/1784,2-3=-3388/1784,3-4=-792/456 BOT CHORD 6-7=-320/558,7-8=320/558,5-8=-320/558,5-9=-268/488,4-9=268/488 WEBS 1-5=-1530/2890,3-5=-1567/2962 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 0-7-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. <<i11111 t 1111j1 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 `,%% aO I N connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. `% � • ........ •c 4"'," 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=30ft;B=45ft;L=24ft;eave=4ft;Cat.11; ,�• ,0•,• *GENS*- � Exp D;End.,GCpi=0.18MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 ,• F•'.• plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. * �6$1 82 ••. 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 = Fr fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb)6=712, Rfi j F •• 4=613. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. i •• Al 1 Q ••�� 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ��i (t �,.•• \ `� 10)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-2-12 from the left end to 5-2-12 to connect truss(es)A05(1 ply 2x4 SP),A06(1 ply 2x4 SP) to back face of bottom chord. ,I�1 11 N 11111101 11)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 FL Cert. 6634 February 14,2014 Continued on Dacie 2 �P4`AF1RdK-LE y'cy;trm.as3e.mrz a•a::4fAe^+^Tri s#R3t5 A#.'I!X .drfR MFY;.XFCFCRFh=t^Kx PATF^hT73 tak 3f33l2d3«�9 .b8Etfi5' Design valid for use only with MTek connectorsThis 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 responsibillity,of the T ek` 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/TFI1 Quality Criteria,OSB-89 and SCSI Building Component 6904 Parke East SM. Safety Irdormation vo able from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 2314. Tampa,FL 33610-4115 If srrtithein Pine sP llsmbe.+rx sfses.i#ir_x#,t'.hw desig��values are t�Plxxse rffer.frvrt 06 00013 btf ALSG Job Truss Truss Type City Ply ELITE12500 BEACH AVE T6155548 140087 F01 FLOOR TRUSS 1 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350-Sap 27 2012 MiTek Indusutes,Inc.Thu Feb 13 15:34:00 2014 Page 1 ID:ZZ9blbgLSFi3WvhComWHtpzptHP-1 E8XHggKC5sJtBkvIKCi0oT9DNMmBAV5a5LcdJLzIWt5 D-1-8 H i 2b0 _ _� 0-4-8 0 1.5x4= THA422 1.5x4= Scale=1:13.4 8x8= THA422 THA422 2x8 I 2x8 I1 THA422 6x6= 1 9 10 2 3 11 12 4 IT I 4xB= 7 6 4x8 = 4x4= 4x4= 6-1-8 6-1-8 Plate Offsets(X Y): 1170-1-8 0-0-81 (2 0-3-0 Edgel f3:0-3-0 0-0-01 f4 0-1-8 Edgel f4 0-1-8 0-0-81 f5:Edge 0-1-81 f6 0-1-8 Edge] f7 0-1-8 Edael f8 Edae 0-1-81 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.90 Vert(LL) -0.03 7 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.65 Vert(TL) -0.04 7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:46 Ib FT=O%F,O%E LUMBER BRACING TOP CHORD 2x4 SP No.1(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)'Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4-6,1-7:2x4 SP No.2(flat) REACTIONS (Ib/size) 8=1730/0-6-0 (min.0-1-8),5=1646/0-7-8 (min.0-1-8) Max Grav 8=1770(LC 3),5=1682(LC 4) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-1757/0,4-5=-1670/0,1-9=2105/0,9-10=-2099/0,2-10=-2092/0,2-3=-2100/0, 3-11=2092/0,11-12=-2098/0,4-12=-2104/0 BOT CHORD 6-7=0/2100 WEBS 4-6=0/2390,1-7=0/2390,2-7=-1153/0,3-6=-1148/0 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. 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 be attached to walls at their outer ends or restrained by other means. 11111111111!!1! 4)Use Simpson Strong-Tie THA422(6-16d Girder,6-1 Od Truss)or equivalent spaced at 2-8-0 oc max.starting at 0-11-12 from the left ♦��P00 y N V��./,, end to 4-11-12 to connect truss(es)F04(1 ply 2x4 SP) to front face of top chord. ♦ ........ 5)Use Simpson Strong-Tie THA422(Single Chord Girder)or equivalent at 2-3-12 from the left end to conned truss(es)F04(1 ply 2x4 SP) `♦♦'Q .•`CE ' �� to front face of top Chord. L 6)WARNING:The following hangers are manually applied but fail due to geometric considerations:THA422 on front face at 0-11-12 from the left end,THA422 on front face at 2-3-12 from the left end,THA422 on front face at 3-7-12 from the left end,THA422 on front face at r N 68182 ,. 4-11-12 from the left end. *: 1 •• 7)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 T �� 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) ��T ••.<` Q .' ♦� Vert:5-8=-7,1-4=-67 .jam S•. 1 d.•'��'♦♦ Concentrated Loads(lb) �� S (, •�` I � Vert:9=-736(F)10=-736(F)11=-736(F)12=-736(F) !111111111 FL Cert. 6634 February 14,2014 i1"N.W±FG fsvtfT:tE:.sq+.Ia:d.:feasts aa4'VaV'..,7rS :V RtIS A#:I?xZ.i!Ef: Mr7:X fir7fiRfh-�G,KiE MtIM73 tew t fi 4fIC:<nCfi�4E},FgE Design volid for use only with MiTek connectors This design is based only upon parameters shown,and is for an incNiduol 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 responsibilliiy 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 gvti�able from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 2314. Tampa,FL 33610.4115 If Soutfrefn Pine Sp LcanAler is spef eft:Tt+° sign vallxes;u a thaw eifecTtvr t�11 )2013 by A L.S#.: Job Truss Truss Type Qty Ply ELITE2500 BEACH AVE 76155550 140087 F03 FLOOR TRUSS 18 1 ob R ference o tonal TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 27 2012 Mi7ek Industries,Inc.Thu Feb 13 15:34:02 2014 Pagel ID:ZZ9bl bgLSFi3WvhCom WHtpzptHP-_cGHiLsbki617SulslSstuFbTAQueMetZf5kNEzl Wt3 D-1-8 H 12-6-0 { 1-4-12 1i-22 0 0-a a Scale=1:36.5 3x4= 3x4= 3x3= 3x3= 3x6 FP= 4x8 = 1 4x8= 2 3 23 4 5 6 7 8 9 10 11 01 22 20 19 18 17 16 15 14 13 12 3x3 = 4x8= 3x10 MT20H FP= 3x6 = 3x6= 4x8= 3x3 = 21- 1 21-3-12 Plate Offsets(X Y): f1 Edae 0-1-81 f11 70-1-8 Edael l21 0-1-8 0-0-121 f22 0-1-8 0-0-121 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.80 Vert(LL) -0.27 16 >919 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.83 Vert(TL) -0.43 16 >588 240 MT20H 187/143 BCLL 0.0 Rep Stress Incr YES WE 0.86 Horz(TL) 0.08 12 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:116 Ib FT=0%F,O%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-4-1 oc purlins, except BOT CHORD 2x4 SP No.2(flat)*Except* end verticals. 12-18:2x4 SP No.l(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS (Ib/size) 20=996/0-1-12 (min.0-1-8),12=891/0-3-8 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 20-21=991/0,1-21=-990/0,12-22=-886/0,11-22=-885/0,1-2=-1601/0,2-3=1601/0, 3-23=3579/0,4-23=-3579/0,4-5=-3579/0,5-6=3497/0,6-7=-3105/0,7-8=-3105/0, 8-9=-3105/0,9-10=1423/0,10-11=-1423/0 BOT CHORD 18-19=0/2773,17-18=0/2773,16-17=0/3497,15-16=0/3497,14-15=0/3497,13-14=0/2401 WEBS 11-13=0/1608,1-19=0/1810,9-13=-1142/0,3-19=-1368/0,9-14=0/821,3-17=0/941, 4-17=571/0,6-14=-679/39,5-17=-327/428 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x4 MT20 unless otherwise indicated. j,111 f 1I jjj/ 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)20. ``�l V} [j�� 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. `�% P`Q V`L**4o�i 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 c•E N•••• ` �i be attached to walls at their outer ends or restrained by other means. : ,•.•L� S�•;� i LOADCASE(S) Standard N 68182 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 ft Uniform Loads(plf) Vert:12-20=7,1-11=-67 1 ` Concentrated Loads(lb) 441 j Vert:23=350 �T F FL Cert. 6634 February 14,2014 QiD'AfifYZMn tiv:irT#-q -xtas.;.11 `+TF S c-N Vil AR rWIbf f.' ffrkArWX.AW4F of;?4 7 1 k 11.0;za:a BI.Tff t4r Design valid for use only with Wei,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 budding designer-not truss designer.Bracing shown ATeIC �` is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsiblllity,of the Mi erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPII Quaity,Criteria,DSB•89 and SCSI Building Component 6904 Parke East Blvd. Safety Informs fbn vo able from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 222314. Tampa,FL 33610-4115 1i Sa•u thern Pir1e, tinTTlver�i_s 4w-c:ified,the design vahir+sare t:hclse effective 0610/12013 byALK Job Truss Truss Type Qty Ply ELRE2500 BEACH AVE T6155552 140087 F06 Floor Truss 15 1 Job Reference tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu Feb 13 15:34:03 2014 Page 1 ID:ZZ9bl bgLSFi3 WvhCom WHtpzptH P-SpgfwhtDVOFulcTU QS_5Q5nuYayeN?KOoJrHwgzl WI2 1-9.12 0-10-12 3IP = 1 3x3 = 2 3x3 3 Scale=1:11.3 7 1.5x4 = 3x3= 6 4 1.5x4 II 3x6= 2-2.4 1-11-4 2,0-12 3- 3-4-0 1-11-4 1 o-1 1-0-8 0-1-8 Plate Offsets(X.Y): 17:0-1-8,0-0-121 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) 0.00 6 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.03 Vert(TL) -0.00 5-6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(TL) -0.00 5 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:26 Ib FT=0%F,O%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-4-0 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 6-0-0 oc bracing. REACTIONS (Ib/size) 6=-60/Mechanical,5=487/0-5-8 (min.0-1-8) Max Uplift6=-113(LC 4) Max Grav6=36(LC 3),5=487(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-5=-279/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)6=113. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 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 to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. `tiII11II111111j7�' LOAD CASE(S) Standard ��OP OU IN V` �!I� 1)Floor.Lumber Increase=1.00,Plate Increase=1.00 �� \ �E N S'.'. olj Uniform Loads(plf) Vert:4-6=-7,l-3=-67 681 82 Concentrated Loads(lb) Vert:3=200 T F ''JJ ,. ��''Sis •.N Al.E��`�. /lillll►<< FL Cert. 6634 February 14,2014 AeY{If.TSALi issf:�:h:syn('a:vzre.xrx a.aG NAL:d 7F:CM Tt7dS Ald%I!71a t3's?L.Mr£:ti Rf'FRF#':P;K•'£F!t£-747? :3;'2Pi £):f-:A�F:1SP �� Design vofid for use only with Wek connectorsThis design is based only upon parameters shown,and is for an indi iduol 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 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BIW. Salety IMormaBon a able from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria.VA 2314. Tampa,FL 33610.4115 1fSr'.rtttheinPirte� lwTihrr.isspecified..thexteugnvaluesarerhoseeffrT.tiv 06/0112.013 by ALSO ' ;Job :::�Tn15e TfU99 Type FQty Ply �ELITEQ500 aEACH AVE78155554 F08 Floor Truss TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 ob R erence(optional) s Sep 212012 MiTek Industries,Inc.Thu Feb 13 15:34:04 2014 Page 1 ID:ZZ9blbgLSFi3WvhComWHtpzptHP-w?O171VGKNIMm2h 9VKzJK6gzHA6TIA0zarS6zlWt1 0-P6 0-pa Scale=1:36.5 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 LL38 I t 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x3= 3x8 FP= 3x3 = _ 1 21-3-12 Plate Offsets(X.Y): fl:Edee 0 0-121.[37:0-1-8.0-0-121.[38:0-1-8.0-0-121 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 19 n/a n/a BCDL 5.0 Code FRC20101TP12007 (Matrix) Weight:103 Ib FT=0%F,O%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 21-3-12. (lb)- Max Grav All reactions 250 Ib or less at joint(s)36,19,35,34,33,32,30,29,28,27,26,25,24,23,22, 21,20 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)All plates are 1.5x4 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. ,tti1111111111,11, LOAD CASE(S) Standard ``o,PQV IN VES'/� N 68182 * .*T ' � Lt/Al le %`�, FL Cert. 6634 February 14,2014 i7hFh4tR"+ Yt'%�f Yrussr,peg asrr;mry aaG 4fA:i 7:7fS.^itl TliTS SINF.TM'LiS.fb'M:7�N RFFEREM',:f%!Kf.FITZM73 fa.w:/.i.3i XA:e atfi:�l�f+`SF �� , Design vafxl 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 responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding M V M fobrication.quality control,storage,delivery,erection and bracing,consult ANSI/TPII quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East SM. Safety Information gvti able from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 2314. Tampa,FL 33610J715 IfSrautherepine{o lrwnhesisspecified,the signvaluesarethrtseeffectiiW0601{2013byAtSC, Job Truss �TIIIUTYPO Qty Ply �E12ACH AVE140087 F10 s T6155556 9 TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 e0 tl an 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu Feb 13 15:34:08 2014 Page 1 ID:ZZ9b1 bgLSFi3VWhCom WHtpzptHP-s0 WOYjvSoxdTc3C35aXo2kPNunteaHzTUH3yX7zl Wt? 0-1-8 H; 2--0--� 1-3— 12 1r_ 2-0 14 I 1-8-14 0-1 8 SZe.318"=1' 4x8= 3x4= 3x3 = 3x3= 3x6 FP= 3x3= 1 2 3 4 5 6 7 8 9 10 11 23 q R 20 19 18 17 16 14 13 3x3= 3x6= 3x6 FP= 3x6= 3x3 11 3x3= 3x3= 3,3— 44= 13-4-4 1 13-4-4 Plate Offsets(X Y): 114:0-1-8 Edge1 [22:0-1-8 0-0-121 1230-1-8 0-0-121 LOADING(psf) SPACING 14-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.32 Vert(LL) -0.06 18-20 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.39 Vert(TL) -0.10 18-20 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.02 12 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:107 Ib FT=0%F,0%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, Except: REACTIONS (Ib/size) 21=493/0-5-8 (min.0-1-8),12=221/0-3-8 (min.0-1-8),15=638/0-3-8 (min.0-1-8) 6-0-0 oc bracing:15-16,14-15. Max Grav 21=494(LC 10),12=244(LC 4),15=655(LC 9) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 21-22=-488/0,1-22=-488/0,1-2=-732/0,2-3=-732/0,3-4=-1091/0,4-5=-1091/0, 5-6=-79010,6-7=-790/0,7-8=-79010,8-9=-272/0,9-10=-272/0,10-11=-272/0 BOT CHORD 19-20=0/1050,18-19=011050,17-18=0/1091,16-17=0/1091,13-14=0/272 WEBS 8-15=-667/0,1-20=0/826,8-16=0/781,3-20=-372/0,5-16=-399/0,11-13=0/305 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 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 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ,, 5)CAUTION,Do not erect truss backwards. �`� IN �F .11� N LOAD CASE(S) Standard � Q� .4L I `�� ,�•�\Ci E �:•�r'iii N 68182 O T F +441 FL Cert. 6634 February 14,2014 s Ahr;f1w,4,a..r.:N TE X\U.rrRM:r FW F."11 7473 a4R 3:4 2.014 f}rf:a.?f IM r•� i Design valid for use only with MTek connectorsThis 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 stabifty during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer,For general guidance regarding M i ry Iek fabrication,quality control,storage.delivery erection and bracing consult ANSI/TPII Quality Criteria,DSO-69 and BCSI Building Component 6904 Parke East BIW. Safely information a'able from Truss Plate Institute,781 N.Lee Street,Suite 312 Alexandria.VA x2314. Tampa,FL 33610-4115 3f Seatt thea ft PineJSP)hnnlaef i:s 41Ki i{rd,The de:sagn.valuws are t1hu-se effec rive /n1 j2O7 3 by A.1,SC, FL Lert. eej4 February 14,2014 QrtA`•ar7rcva.rts�,�r:pa.a.:<:�txa:rcrcrA..^r^trscnrTr{r:>nrrrx:�:..Mr;=rRtrrRrrr,_-r�rrrrz7417:e 7s:a.asrf.lv1.!se ��' I Design valid for use only with MTek connectorsThis 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 loterol support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MTek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1C fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/111`111 Quality Criteria,DSB-69 and BCSI Building Component 6904 Parke East Blvd. Salety IMormation waijable from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA/101/2013 2314. Tampa,FL 33610-4115 -- if leg t:ha rn Pi. SP1 f�TdTer esspeEiripd..the design vaIur s are those effective 4f£r/1111 f 2013 by AL.SE.. j h • Job Truss Truss Type Qty Ply ELITE/2500 BEACH AVE T6155576 140087 F39 Floor Truss 8 i Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu Feb 13 15:34:16 2014 Page 1 ID:ZZ9b1 bgLSFi3 WVhCom WHtpzptH P-ZJ6ae81 NROt2orz__hhj8Srg6—PJlwpJxnrU7sOzl Wsr 0-1-8 H 1 2-6-0 11-2-12 0a-1 8 Scale=1:20.9 3x3 = 3x3= 1.5x4 = 1.5x4 3x3 = 1.5x4 II 1.5x4 = 1 2 3 43x3— 5 6 3 14 rat 11 10 9 8 3x3= 3x6= 1.5x4 11 1.5x4 11 3x6= 3x3= i 12-2.12 12-2-12 Plate Offsets(X.Y): H3:0-1-8.0-0-121 [14:0-1-8.0-0-121 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.28 Vert(LL) -0.05 10-11 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.34 Vert(TL) -0.06 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code FRC2010/TPl2007 (Matrix) Weight:69 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins, 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) 12=435/0-2-12 (min.0-1-8),7=435/0-3-8 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 12-13=-428/0,1-13=-427/0,7-14=-428/0,6-14=427/0,1-2=-628/0,2-3=628/0,3-4=856/0,4-5=-628/0, 5-6=-628/0 BOT CHORD 10-11=0/856,9-10=0/856,8-9=0/856 WEBS 6-8=0/708,1-11=0/708,4-8=-316/0,3-11=-316/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. 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 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. �11iit711 LOAD CASE(S) Standard `, tr�QU IN V % 0 IV 0. N 68182 r TO` F 44/ �r • � i Ilk N'Ai- 11111111% FL Cert. 6634 February 14,2014 Ak#f.fiAWMe re:tts:x:.s;s;r+/Ae'az+f:ren xar.':Sf.Aa,mr)7F.5:Af RtTS AlA.Ttel'1 id+F .rT7;:M P.i:FERE1k"�frKF F9TZM1)fxw 1Ja'.5i F.IIie 664).RF{,a5t ��. I 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 e tY'A I7�� erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding t fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BIM. Solely Iniormalion vo able from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA x2314. Tampa,FL 33610-4115 it.SDuthefnPine SP�turnberisspecified,thedesignvahxesaret1huseeffective£46/til/21113 try,ALS£ Job TNSS Truss Type Qty Ply ELITE/2500 BEACH AVE 76155578 140087 F40G FLOOR TRUSS i 1 job Reference foot anal/ TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu Feb 13 15:34:18 2014 Page 1 I D:ZZgbl bgLSFi3WvhCom WHtpzptHP-MEK3p2dzd7m2v6No6lcXGvMmdswOcdEEgzaxlzl Wsp 0.3-0 I-- 2-6r0 , 1I--2-0 2.0.0 i 1-9-4 0-18 tale:1/2"=1' 2x8= 1.5x4 = 2x8 5x8= 4x8 II 4x8 II 6x6= 3x6 II 3x6 II 1 2 3 4 5 6 7 W 13 12 11 10 8 4x8= 4x4 = 1.5x4 11 1.5x4 4x4= 4x6= 3x3= _1_0 12122 142-12 12-1-0 0.-2 2-0-0 Plate Offsets(X Y): [1:0-3-0.0-2-01,12 0,4 0 Edgel 13:0 3-0 Edael 14:0 3-0 Edgy 15:0-2-8 Edgel [7:0-1-8,0-0-81,fg 0-3-8 Edgel 1100-1-8 Edael [13:0-1-8 Edoel H4 0-3-8 Edael LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.65 Vert(LL) -0.13 12 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.87 Vert(TL) -0.21 12 >686 240 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.08 9 n/a n/a BCDL 5.0 Code FRC201 O/TP12007 (Matrix) Weight:103 Ib FT=0%F,O hE LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins, except BOT CHORD 2x4 SP No.I(flat) end verticals. WEBS 2x4 SP No.3(flat)*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-14,5-9:2x4 SP No.2(flat) REACTIONS (Ib/size) 14=2230/0-2-12 (min.G-1-8),9=3464/0-3-8 (min.0-1-12) Max Grav 14=2307(LC 3),9=3464(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=427/0,2-3=3476/0,3-4=-4565/0,4-5=-3225/0,5-6=0/746,6-7=0/745 BOT CHORD 13-14=013476,12-13=0/4565,11-12=0/4565,10-11=0/4565,9-10=0/3225 WEBS 6-9=-1088/0,2-14=3947/0,5-9=-3869/0,2-13=0/760,5-10=0/992,3-13=-1556/0, 4-10=2025/0,7-9=910/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)14. 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 be attached to walls at their outer ends or restrained by other means. jj1111111 X111 f 5)CAUTION,Do not erect truss backwards. ��QO I N VF/O� LOAD CASE(S) Standard `� 0p.•� E N S•<��,r 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 ,• �, F•••• �� Uniform Loads(plf) Vert:8-14=-7,1-7=-387 N 68182 Concentrated Loads(lb) Vert:7=-220 O.•• T F ,'•,�S rINA�E'��'•• FL Cert. 6634 February 14,2014 AY'4.Aft tK r._Nr k:5fy"ft(a' E::V+s x.�c'.�f'A,+91 Tr,':iM RiIi AfA r;it:L im`ifC M."7;.Y,FT''[�.frq�f�£k}A:-7i F} j`}203e a£NJBF.,�F Design valid for use only with Walk connectors This design is based only upon parameters shown,and is for an individual building component. t 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 responsibillify of the MW A'T erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding SYL 1 R fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TP11 Quality Cr lerta,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informa8ona able from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 2314. Tampa,FL 33610-4115 If 1kruthern pule SP €uantler is specked,the design vaJtses,are tiho.w..effettive 0611:D3.013 by ALSO Job Truss Truss Type aty Ply ELITE12500 BEACH AVE T6155580 140087 FT01 Floor Truss 1 ob Reference i nal TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu Feb 13 15:34:19 2014 Page 1 ID:ZZ9bl bgLSFi3WvhCom WHtpzptH P-_UoiH93FkxGdf3hZMpGr3TSU HOCv71 YNTp18Tlzl Wso r 2-6.0 r 25-0 Scale=1:38.0 Truss lumber(size/grade),plates, and geometry must be symmetrical or proper orientation is essential. JUS44 JUS44 JUS44 JUS44 JUS44 JUS44 JUS44 JUS44 JUS44 JUS44 Special JUS44 JUS44 JUS44 JUS44 3x4= 1.5x4 11 3x6= 1.5x4 402 = 3x4= 1.5x4 3x4 = 1.5x4 4x8= 1 19 20 2 21 22 3 23 4 24 25 5 266 27 7 28 29 8 30 31 9 32 33 10 18 17 16 15 14 13 12 11 1.5x4 3x8= 3x10 — 3x4—1.5x4 402= 602= 1.5x4 I 8-0-0 21-11-8 8-0-0 13.11-8 Plate Offsets(X Y): [13:0-4-12.0-2-41.[16:0-3-0 0-1-81 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.79 Vert(LL) -0.11 12-13 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.89 Vert(TL) -0.18 12-13 >906 240 BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(TL) 0.02 11 n/a n/a BCDL 5.0 Code FRC20101TPI2007 (Matrix) Weight:218 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2'Except` TOP CHORD Structural wood sheathing directly applied or 5-1-12 oc purlins, except 1-6:2x4 SP No.t end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:16-17. REACTIONS (Ib/size) 18=761/0-3-8 (min.0-1-8),11=2368/0-3-8 (min.0-1-8),16=5325/0-6-0 (min.0-3-2) Max Grav 18=799(LC 3),11=2373(LC 4),16=5325(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-18=-754/0,10-11=-2315/0,1-19=853/0,19-20=-853/0,2-20=853/0,2-21=-853/0, 21-22=-853/0,3-22=-853/0,3-23=0/4338,4-23=0/4338,4-24=0/4338,24-25=0/4338, 5-25=0/4338,5-26=-4200/0,6-26=4200/0,6-27=-4200/0,7-27=-4200/0,7-28=-4200/0, 28-29=-4200/0,8-29=-4200/0,8-30=-3724/0,30-31=-3724/0,9-31=3724/0, 9-32=3724/0,32-33=-3724/0,10-33=-3724/0 BOT CHORD 16-17=1082/0,15-16=0/804,14-15=0/804,13-14=0/804,12-13=0/5148 WEBS 10-12=0/3975,1-17=0/841,9-12=-1044/0,2-17=-1290/0,8-12=1605/0,3-17=0/1964, 8-13=-1080/0,3-16=-3802/0,7-13=1149/0,4-16=-842/0,5-13=0/3802,5-16=-5719/0 NOTES 1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: fit Qv lr N V !!! Top chords connected as follows:2x4-1 row at 0-4-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. �i Webs connected as follows:2x4-1 row at 0-9-0 oc. :�, ,•''\.��' N 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. `*: N 68182 3)Unbalanced floor live loads have been considered for this design. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of his truss. ; 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 to ; +. be attached to walls at their outer ends or restrained by other means. 6)Use USP JUS44(With 16d nails into Girder&16d nails into Truss)or equivalent spaced at 2-11-8 oc max.starting at 1-2-4 from the left O j F '� a end to 21-3-4 to connect truss(es)F22(1 ply 2x4 SP),F21(1 ply 2x4 SP),F19(1 ply 2x4 SP),F18(1 ply 2x4 SP) to front face of top chord. 7)Fill all nail holes where hanger is in contact with lumber. !!! S •! 8)Handown ats15-111her connection-4 on op chord.device(s) design/selection( ofesuchffcient to connection device(s)support )s the ed load(s)449 lb responsibility esp nsibil ty of others.at 15 7-12,and 449 Ib !!!!r N Ay%�&�� LOAD CASE(S) Standard 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 FL Cert. 6634 February 14,2014 Continued on a e 2 AYsfif'1oi'K- IX;Ir"ON PW;1W;WM.urr. M.TN rUrrrM6Z r-fKF11411447? V,9i 24FbarhAiEGN ;. 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 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 ANSIflPll Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bhd. Salety Irdormatbn va'able from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria.VA 2314. Tampa,FL 33810.4115 !f uthern PrrTe SP1}lwrilw.r is sper.ifir_d,t'he desiV values are those effective 43i 101/,,Ol3 by AL.W, • Job Tru3a Truss TypePly ELITE/2500 BEACH AVE 76155581 140087 FT02 Floor Truss 1 L job Ref ren tion I TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu Feb 13 15:34:20 2014 Page 1 ID:ZZ9bl bgLSFi3 WvhCom WHtpzptHP-S4M5UV4tVEOUHDGIwWn4ch_gdQbZsT7XiSSh7BzIWsn 2-6-0 Scale=1:20.6 1.5x4 3x4= 1.5x4 11 4x8= 1 4x8 = 2 3 4 3x4 = 5 6 11 10 9 84x12= 3x4= 4x12= 1.50 II 1.50 II 3,4= 12-2-12 12-2-12 Plate Offsets(X.Y): [7:Edge,0-1-81 [8:0-3-0,0-2-01 [11:0-5-8 0-2-01 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.75 Vert(LL) -0.15 10 >948 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 SC 0.67 Vert(TL) -0.24 10 >607 240 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) 0.04 7 n/a n/a BCDL 5.0 Code FRC2010ITP12007 (Matrix) Weight:124 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins, except BOT CHORD 2x4 SP SS end verticals. WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 6-8,1-11:2x4 SP No.2 REACTIONS (Ib/size) 12=4110/0-3-8 (min.0-2-7),7=4110/0-3-8 (min.0-2-7) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=3988/0,6-7=3988/0,1-2=-6550/0,2-3=-6550/0,3-4=8953/0,4-5=-6550/0, 5-6=-6550/0 BOT CHORD 11-12=0/264,10-11=0/8953,9-10=0/8953,8-9=0/8953,7-8=0/264 WEBS 6-8=0/7007,1-11=0/7007,5-8=-2046/0,2-11=-2046/0,4-8=2710/0,3-11=-2710/0 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 0-7-0 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 ,�`%J1111►►i►,� connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 1 I N 3)Unbalanced floor live loads have been considered for this design. �� Q 4)Girder carries tie-in span(s):24-0-0 from 0-0-0 to 12-2-12 N SF�� 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 r be attached to walls at their outer ends or restrained by other means. N 68182 LOAD CASE(S) Standard 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 -Q Uniform Loads(pit) 411 Z Vert:7-12=-T1-6=-682 O.•• �T fit 11111�� FL Cert. 6634 February 14,2014 QM'M.YZM: xifT Yr s$u:p,<axre:rars a:+c'Af.Av�:1T�.CAP Pit-,Alk:IM_.t'i r WTFdt AfFFArr..rrK-E 1011-7473 rer..3/1.3'701[alf-ZIW IM Design valid for use only with MiTek 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 only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek A'rye - erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding ,Y' 1 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 va ble from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria.VA 2314. Tempe,FL 33610-4115 if ut:hern pineloI luinber i. s4 ecifed.the dev.Snvahmsare Tha:se effective 06/0112013 by ALK r JobTruS3 Truss Type Qty Ply ELITE/2500 BEACH AVE 76155583 140087 FT04 GABLE 1 1 b Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu Feb 13 15:34:20 2014 Page 1 ID:ZZ9b1 bgLSFi3WvhComWHtpzptHP-S4M5UV4tVEOUHDGIwWn4ch_ryQlxsiDXiSSh?BzlWsn Scale=1:19.8 1 2 3 4 5 8 7 8 9 10 n- n n F1 nE 20 19 18 17 16 15 14 13 12 11 i 1-441 2-8-0 4-0.0 5.4-0 i 8-8-0 8-0-0 9-4-0 12-2-12 1-4-0 1-4-0 1� —T 1-4-0 1-W 1-8-12 LOADING(pst) SPACING 1-4-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.03 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 11 n/a n/a BCDL 5.0 Code FRC20101TP12007 (Matrix) Weight:47 Ib FT=O% 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 �biTe' recommends that Stabilizers and required cross bracing intalled during truss erection,in accordance with Stabilizer Installation aujide. REACTIONS All bearings 12-2-12. (lb)- Max Grav All reactions 250 Ib or less at joint(s)20,11,19,1 B,17,16,15,14,13,12 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)All plates are 1.5x4 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. LOAD CASE(S) Standard %%1%� V N I V♦��`I' a�•E ni Sl�,/F�'. N 68182 F �•/4� •� 1 I • � • � 1 � C? . 11 its, FL Cert. 6634 February 14,2014 Q:7M.'iP: rr'.•K.t,r:......�e.a.xi aau.Vf4 A�:7T;�:':f'ftitS41M.'t!R...tdfr'NlT:dt l.L.`FRfif�:.f+K6tPTi7aT3 '(iS.'2AYk N"hI.SEfdX: ��.. I 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 T j b for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the1Tel." ,i erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding R fabrication,quality control,storage,delivery,erection and bracing,consult ANSIM11 Quality Critedo,DSB-89 and BCSI Building Component 6904 Parke East BNd. 101ety Irdormalon Iva fable from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 2314. Tampa,FL 33610.4115 i#Statrtberr•,Pine Sp lumber.;:y>Er.iii+zrll,ttrpdexigr.valt naxet`tttasea�#frctiveflfi Cbl.{701.3 Job Truss Truss Type Qty Ply ELITE/2600 BEACH AVE T6155585 140087 FTO6 Floor Truss 1 1 Job R f r nce o ti nal TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu Feb 13 15:34:21 2014 Page 1 �r�p ID:ZZ9bl bgLSFi3WvhComWHtpzptHP-wGwThr5VGYWKvNryUEIJ9uX_Agx9bOzgw6CEXdzlWsm 2-6-0 1-3-12 i r=te r 1-�8--i Scale=1:25.8 1.5x4 3x4 = 1.5x4 111.5x4 II 3x4= 1.5x4 3x6 = 1 3x6 = 2 3 4 5 6 7 8 13 12 11 10 1.5x4 II 4x8= 3x4 = 3x4= 4,11= 1.5x4 7-7-4 15.3-4 7_7.4 7-8-0 Plate Offsets(X Y) [1:0-2-12.0-1-81 LOADING(psf) SPACING 14-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.19 Vert(LL) -0.15 12 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.65 Vert(TL) -0.23 12 >773 240 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code FRC2010frP12007 (Matrix) Weight:72 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc pudins, 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer installation guide. REACTIONS (Ib/size) 14=549/0-3-8 (min.0-1-8),9=549/0-3-8 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=518/0,8-9=524/0,1-2=-1345/0,2-3=1345/0,3-4=-2085/0,4-5=-2084/0, 5-6=-2085/0,6-7=1231/0,7-8=1232/0 BOT CHORD 12-13=0/1970,11-12=0/2084,10-11=0/1892 WEBS 8-10=0/1251,1-13=0/1325,6-10=-705/0,3-13=665/0 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. t,1'{{tlllilt/l! LOAD CASE(S) Standard >,�PGO N�•VL� ' -D.��G E N g .F� N 68182 ;, O� T F • � P ��'� 00 FL Cert. 6634 February 14,2014 Q VF.M1R.MiRG ysr.flr:k:.tr,,+%1'A:d.'.Ilf rent:suC.zf.,l PX:7E.i t""!At Ri75 SIM.f:it7..t,rt':-M.P,:fi fii.'ffi2fN"�Pa**K-£}0I7MF3 Ik.w 1J,1 iSLOFt 6[7•:xSf E!� �: Design valid for use only with MTek 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 only.Additional temporary bracing to insure stability during construction is the responsibillity of the Welk' erector.Additional permanent brocing 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/1911 Quality Criteria,DSB-89 and SCSI Building Component 6804 Parke East Bhod. Safety Intormation gvo�able from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 2314. Tampa,FL 33610.4115 1f.5rsut:hern Pave SP hrrlltie is4mKifie4'1,the rfe.sign vaIuamare fhrxse effective Ofij 0.112013 by AL,S£. Job Truss Truss Type Qty Ply ELITE2500 BEACH AVE T8155587 140087 FT08 FLOOR TRUSS 1 q J Anh Referen (national) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu Feb 13 15:34:22 2014 Page 1 ID:ZZ9bl bgLSFi3WvhComWHtpzptHP-OTTrvB571 seBWX081 xpYh64?aEDfKNip9mxo43ziM 2.6.0 2-0-0 Scale=1:36.4 1.5x4 3x8= 1.5x4 1.5x4 3x8= 3x4 = 3x8= 1.50 4x8= 14x8= 2 3 4 5 6 7 8 9 10 0 17 16 15 14 13 12 11 4x4 6x12 = 3x8= 3x4 = 7x10 MT20H= 602 = 4x8= 21 6- 2168 Plate Offsets(X Yl f1:0-3-4,0 2-01,1370-3-12.0-1-81110'030 0-2 01 [12'0-3-8 0-3-01 [13'0-5-0 0-4-81 115'0-3-8 0-1-81 116'0-4-12 0-3 01 _ LOADING(psi) SPACING 1-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.79 Vert(LL) -0.50 13-14 >507 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.95 Vert(TL) -0.76 13-14 >334 240 MT20H 187/143 BCLL 0.0 Rep Stress Ina NO WB 0.98 Horz(TL) 0.09 11 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:359 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP SS TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins, except BOT CHORD 2x6 SP SS end verticals. WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 10-12,1-16:2x4 SP No.2 REACTIONS (Ib/size) 17=5050/0-3-8 (min.0-2-2),11=505010-3-8 (min.0-2-3) Max Grav 17=5395(LC 3),11=5517(LC 4) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-17=-5038/0,10-11=-5166/0,1-2=9656/0,2-3=-9656/0,3-4=-20483/0,4-5=-20483/0, 5-6=-20483/0,6-7=-20483/0,7-8=-20678/0,8-9=-9933/0,9-10=9933/0 BOT CHORD 16-17=0/437,15-16=0/16278,14-15=0/20483,13-14=0/20678,12-13=0/16743, 11-12=0/443 WEBS 10-12=0/10456,9-12=1401/0,8-12=-7579/0,8-13=0/4379,7-13=-1620/0, 7-14=215/975,5-14=-1064/0,1-16=0/10158,2-16=-1401/0,3-16=7570/0,3-15=0/5102, 4-15=1380/0 NOTES 1)3-ply truss to be connected together with 10d(0.131'x3")nails as follows: ``111111111 J 11� Top chords connected as follows:20-1 row at 0-7-0 oc. l (),\31� Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. c Webs connected as follows:2x4-1 row at 0-9-0 oc. E N 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 C' 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. N68182* •`. 4)All plates are MT20 plates unless otherwise indicated. 5)Girder carries tie-in span(s):14-0-0 from 0-0-0 to 21-3-0 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Recommend 2x6 slrongbacks,on edge,spaced at 10-0-0 ac and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to :•jam: be attached to walls at their outer ends or restrained by other means. / T F 11( LOAD CASE(S) Standard �i S`• C?�� 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(ptf) 1 Vert:11-17=-5,1-10=470 '4►l i 1t FL Cert. 6634 February 14,2014 QS9'Af.N€t:Ln Yt tz;,p:a' '-ts.a.+r.:vTful.ff'.'i'At RifiSIPR't.'ilLtSx.MriEti N FRCAtT.f„KiE MP.-743).- 7x.3:2d38 afF.'+.'�d85r �� Design valid for use only with MiTek connectors This design is based only upon parameters shown,and 6 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 responsibillity,of the �Y�IL AiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 R fold ication,quality control storage.delivery,erection and bracing,consult ANSI/TPII civatity Criteria,DSB-89 and BCSI Building Component 6904 Parke East BM. Safety Irdoranon va'Q able from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA x2314. Tempe,FL 33610-4115 MannPsne SP1tunntretisspecifiett,I`ftede-.sign.vallre:s,are1'ha:seeffea:rive06/03bUl3byALSC Job Truss Truss Type at My ELITE/2500 BEACH AVE 78155588 140087 FT09 FLOOR TRUSS 1 Z b Refers o tlonal TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu Feb 13 15:34:23 2014 Paye 2 ID:ZZ9bl bgLS F13 VvvhComWHtpzptHP-sfl D6X6mo9m28g?KbfLnEJcE4eXi3sNz00hLcV&Wsk LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:10=-95(F)9=-95(F)8=-95(F)6=-135(F)2=-96(F)3=-96(F)4=-96(F)5=-96(F)21=-96(F)22=-96(F)23=-96(F)24=-96(F)25=-96(F)26=-95(F)27=-95(F)28=-95(F) 29=-95(F) Qrrnexrnc >'r..�rr x:<q,;pa,a.a,:rKr,:,ore sen:;;yaTrs^v 111xs nr�xrxz.ta�t'w x.Tex rerrrcrrz=r-,K;<.wxrx4r.;',.�.t/astzoia e':tatet.eu: �� Design valid for use only with MiTek 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 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 aro bracing.consult ANSI/TPII Quality Criteria,DSB-89 and SCSI 9u0dlng Component 6904 Parke East Blvd. Solely IMoanaaorl gvoi�able ham Truss Plate Institute,781 N.Lee Street,Suite 312,Alezondrio,VA x2314. Tamps,FL 33610-4115 I#Ser+tt:hem Piece SP l-Tiber ti;gwtified,tfie de�.signval+aesare those rf vr.ttve f1f,i33 j2fY1�iry A:lSC MARCH 12, 2009 WEB BRACING RECOMMENDATIONS ST-WEBBRACE O0 ® MiTek Industries,Chesterfield,MO Page 1 of 1 FV-10MAXIMUM TRUSS WEB FORCE(Ibs.)(See note 7) 0 0o BRACE 0 00 24"O.C. 48"O.C. 72"O.C. U ID BAY SIZE —-- - - --- -—- BRACING MATERIAL TYPE BRACING MATERIAL TYPE BRACING MATERIAL TYPE MiTek Industries,Inc. A B C D A B C 1 D C D 10'-0" 1610 1886 1886 2829 12'-0" 1342 1572 1572 2358 3143 3143 4715 4715 7074 14'-0" 1150 1347 1347 2021 16-0" 1006 1179 1179 1768 2358 2358 3536 18'-0" 894 1048 1048 1572 3143 4715 20'-0" 1 805 943 943 1414 1886 1886 2829 'Bay size shall be measured in between the centers of pairs of diagonals. GENERAL NOTES TYPE BRACING MATERIALS 1.DIAGONAL BRACING IS REQUIRED TO TRANSFER THE CUMULATIVE LATERAL BRACE FORCE INTO THE ROOF AND/OR CELNG DIAPHRAGM.THE DIAPHRAGM IS TO BE DESIGNED BY A QUALIFIED PROFESSIONAL 1 X 4 IND.45 SYP 2.THESE CALCULATIONS ARE BASED ON LATERAL BRACE CARRYING 29/OF THE WEB FORCE. A -OR_ 3. DIAGONAL BRACING MATERIAL MUST BE SAME SIZE AND GRADE OR BETTER,AS THE LATERAL BRACE MATERIAL,AND SHALL BE INSTALLED IN SUCH A MANNER THAT R INTERSECTS WEB MEMBERS 1 X 4 92 SRB(DF,HF,SPF) AT APPROX.45 DEGREES AND SHALL BE NAILED AT EACH END AND EACH INTERMEDIATE TRUSS WITH 2-8d (0.131"12.5")FOR 1.4 BRACES,2-10d(0.131'.3')FOR 210 and 2.4 BRACES,AND 3-10d(0.131"x3")FOR 2x6 BRACES. 4. CONNECT LATERAL BRACE TO EACH TRUSS WITH 2-8d(0.131'X2.5')NAILS FOR 1x4 LATERAL BRACES, 2-10d(0.131')3')NAILS FOR 2141 and 2x4 LATERAL BRACES,AND 3-10d(0.131'4')FOR 2x6 LATERAL BRACES. B 2 X 3 93,STD,CONST(SPF,DF,HF,OR SYP) 5. LATERAL BRACE SHOULD BE CONTINUOUS AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. -- _ 6. FOR ADDITIONAL GUIDANCE REGARDING DESIGN AND INSTALLATION OF BRACING,CONSULT C 2 X 4#3,STD,CONST(SPF,DF,HF,OR SYP) DSB-89 TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES AND BCSI 1 GUIDE TO GOOD PRACTICE FOR HANDLING,INSTALLING&BRACING OF METAL PLATE CONNECTED WOOD TRUSSES.JOINTLY PRODUCED BY WOOD TRUSS COUNCIL OF AMERICA and TRUSS PLATE INSTITUTE. —sbcindustry.mm and—tpinstdrg D 2 X 6#3 OR BETTER(SPF,DF,HF,OR SYP) 7. REFER TO SPECIFIC TRUSS DESIGN DRAWING FOR WEB MEMBER FORCE. 8, TABULATED VALUES ARE BASED ON A DOL.1.15 FOR STABILIZERS: FOR A SPACING OF 24'O.C.ONLY,MITEK'STABILIZER"TRUSS BRACING SYSTEMS CAN BE SUBSTITUTED FOR TYPE A,B,C AND D BRACING MATERIAL.DIAGONAL BRACING FOR STABILIZERS ARE TO BE PROVIDED AT BAY SIZE INDICATED ABOVE.WHERE DIAPHRAGM BRACING IS REQUIRED AT PITCH BREAKS.STABILIZERS MAY BE REPLACED WITH WOOD BLOCKING.SEE"STABILIZER- TRUSS BRACING INSTALLATION GUIDE AND PRODUCT SPECIFICATION. DIAGONAL BRACE CONTINUOUS LATERAL RESTRAINT 2-10d NAILS (SEE NOTE 4) TRUSS WEB MEMBERS This information is provided as a recommendation to assist in the requirement for permanent bracing of the individual truss web members.Additional bracing may still be required for the stability of the overall root system.The method shown here is just one method that can be used to provide stability against web buckling. _ _ JANUARY 1, 2009 L-BRACE DETAIL ST - L-BRACE 00 ® MiTek Industries,Chesterfield,MO Page 1 of 1 a/ as 0 00 a MiTek Industries,Inc. Nailing Pattern Note:L-Bracing to be used when continuous L-Brace size Nail Size Nail Spacing lateral bracing is impractical.L-brace 1x4 or 6 10d 8"o.c. must cover 90%of web length. 2x4,6,or 8 16d 8"o.c. Note: Nail along entire length of L-Brace L-Brace Size (On Two-Ply's Nail to Both Plies) for One-Ply Truss - --- Specified Continuous Rows of Lateral Bracing Web Size 1 2 Nails 2x3 or 2x4 1 x4 — 2x6 1x6 2x8 2x8 DIRECT SUBSTITUTION NOT APLICABLE. _ SPACING k WEB } L-Brace Size for Two-Ply Truss t L-BRACE Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 2x6 2x6 2x8 2x8 DIRECT SUBSTITUTION NOT APLICABLE. Nails � Section Detail L-Brace a Web L-Brace must be same species grade(or better)as web member. JANUARY 1, 2009 BEARING BLOCK DETAIL ST-BLCK2 00 ® REFER TO INDIVIDUAL TRUSS DESIGN MiTek Industries,Chesterfield,MO Page 1 of 1 FOR PLATE SIZES AND LUMBER GRADES 0 0o IMPORTANT I—I This detail to be used only with one ply trusses �] with a D.O.L. lumber increase of 1.15 or higher. MiTek Industries,Inc. Trusses not fitting these criteria should be examined individually. 0-5-8 ACTUAL BEARING SIZE BOTTOM CHORD SIZE LUMBER ALLOWABLE BEARING BLOCK BEARING BLOCK&WOOD BEARING ALLOWABLE LOADS AND GRADE REACTION ALLOWABLE LOADS NAILING PATTERN (Ib) * ALLOWABLE LOAD(Ib) TOTAL EQUIVALENT BEARING LENGTH SYP 4661 975 5636 0-6-10 2x4 BOTTOM CHORD 2 ROWS @ 3"O.C. OF 5156 892 604$ 0-6-7 18 TOTAL NAILS) HF 3341 772 4113 0-6-12 SPF 3506 754 4260 0-6-11 SYP 4661 1462 6123 0-7-3 2x6 BOTTOM CHORD DF 5156 1338 6494 0-6-15 3 ROWS @ 3"O.C. HF 3341 1159 4500 0-7-6 It TOTAL NAILS) SPF 3506 1131 4637 0-7-4 SYP 4661 1950 6611 0-7-12 2x8 BOTTOM CHORD DF 5156 1784 6940 0-7-6 4 ROWS @ 3"O.C. HF 3341 1545 4886 0-8-0 (16 TOTAL NAILS) SPF 3506 1508 5014 0-7-14 �FC_A CASE 2 4" MINIMUM T HEEL HEIGHT 1 BRG BLOCK TO BE SAME 12"BLOCK SIZE,GRADE,&SPECIES AS EXISTING BOTTOM CHORD. 12"BLOCK APPLY TO ONE FACE OF TRUSS. NOTES: 1.USE LOWER OF TOP PLATE OR TRUSS WOOD SPECIES. 23HE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3.NAILS DESIGNATED ARE 10d(.131"DIAM.x 3") FOR BEARINGS NOT NEARER THAN 3"TO THE END * OF A MEMBER(CASE 2),THESE VALUES MAY BE MULTIPLIED BY A BEARING FACTOR OF 1.03 LOADS BASED ON FOLLOWING Fc PERPENDICULAR VALUES: SYP=565 psi DF =625 psi HF =405 psi SPF =425 psi NOTE:VALUES DO NOT INCLUDE MSR LUMBER WITH"E"VALUES GREATER THAN 1,900,000 PSI OR NON-DENSE GRADE LUMBER. 7 FEBRUARY 8, 2008 LATERAL BRACING RECOMMENDATIONS ST-STRGBCK nDO ® MTek Industries,Chesterfield,MO Page 1 of 1 O DO TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, a 2x6"STRONGBACK" IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. MiTek Industries,Inc. NOTE 1:2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD. SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2:STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR,AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. ATTACH TO VERTICAL INSERT WOOD SCREW THROUGH OUTSIDE USE METAL FRAMING ATTACH TO VERTICAL SCAB WITH(3)-10d NAILS FACE OF CHORD INTO EDGE OF STRONGBACK ANCHOR TO ATTACH WEB WITH(3)-10d NAILS (0.131"x 3") TO TOP CHORD (0.131"x 3")TO NOT USE DRYWALL TYPE SCREWS) ATTACH TO VERTICAL WEB WITH(3)-10d NAILS (0.131"x 3") BLOCKING BEHIND THE ATTACH 2x4 VERTICAL TO FACE ATTACH TO CHORD VERTICAL WEB IS OF TRUSS. FASTEN TO TOP AND RECOMMENDED WHILE BOTTOM CHORD WITH(2)-10d WITH TWO#12 x 3" WOOD SCREWS(. DIAM.) NAILING THE STRONGBACK NAILS(0.131"x 3")IN EACH CHORD USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL INSERT SCREW THROUGH OUTSIDE ANCHOR TO ATTACH WEB WITH(3)-10d NAILS SCAB WITH(3)-10d NAILS FACE OF CHORD INTO EDGE OF TO BOTTOM CHORD (0.131"x 3") (0.131"x 3") STRONGBACK(DO NOT USE DRYWALL TYPE SCREWS) TRUSS 2x6 4-0-0 WALL BLOCKING STRONGBACK (TYPICAL SPLICE) (BY OTHERS) (BY OTHERS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO ADEQUATE SUPPORT, DESIGNED BY OTHERS.IF SPLICING IS NECESSARY,USE A 4'-0"LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH(12)-10d NAILS (0.131"x 3")EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-0"AND FASTEN WITH(12)-10d NAILS(0.131"x 3")STAGGERED AND EQUALLY SPACED. (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL) JANUARY 1, 2009 FLOOR TRUSS BLOCKING DETAIL ST-LEDGR2A MiTek USA,Inc. Page 1 of 1 2 x UPLIFT LEDGER. SECURE GIRDER TRUSS WITH CONS RUCOTION QUALITY ADHESIVE AND 1 Od NAILS (0.131"diam.X 3"long)AS FOLLOWS: GIRDER TRUSS SINGLE TOP CHORD-1 ROW @ 3"O.C. MiTek USA,Inc. DOUBLE TOP CHORD-2 ROWS @ 3"O.C. (1 ROW IN EACH CHORD MEMBER) Y 2 x_LEDGER. SECURE TO GIRDER TRUSS WITH CONSTRUCTION QUALITY ADHESIVE AND 10d NAILS (0.131"diam.X 3"long)AS FOLLOWS: SINGLE BOTTOM CHORD-1 ROW @ 3"O.C. ATTACH TRUSS TO BOTTOM TIE-IN SPANS DOUBLE BOTTOM CHORD-2 ROWS @ 3"O.C. CHORD LEDGER WITH(3)-1 Od (1 ROW IN EACH CHORD MEMBER) NAILS THROUGH VERTICAL MAX.LOAD APPLIED TO LEDGER (PLF) SYP DOUG-FIR SPF/HF SINGLE CHORD 404 372 316 DOUBLE CHORD 808 744 632 NOTE:VALUES BASED ON FOLLOWING VALUES SYP=101#/nail DF=93#/nail SPF=79#/nail FEBRUARY 19, 2009 UPLIFT TOE-NAIL DETAIL ST-TOENAIL-UPLIFT O� O MiTek USA,Inc. Page 1 of 1 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISTING ��o� UPLIFT FORCES ONLY.BUILDING DESIGNER IS RESPONSIBLE E=R FOR LOADS IN OTHER DIRECTIONS. MiTek USA,Inc. END VIEW SIDE VIEW 0.00° TOP PLATE OF W LL 1"FOR 3"NAIL NEAR SIDE 1-1/16"FOR 3.25"NAIL NEAR SIDE L 1-3/16"FOR 3.5"NAIL VIEWS SHOWN ARE FOR FAR SIDE ILLUSTRATION PURPOSES ONLY WITHDRAWAL VALUES PER NDS 2005 Ib/nail TOE-NAIL WITHDR ( ) DIAM. SYP DF HF SPF SPF-S c7 .131 59 46 32 30 20 NOTES: Z 20 1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES O .135 60 48 33 30 WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE .°n 162 72 58 39 37 25 NAIL FROM THE MEMBER END AS SHOWN. 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF -i f9 NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING CO .128 54 42 28 27 19 OF THE WOOD. C7 Z 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH w .131 55 43 29 28 19 LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN J N .148 62 48 34 31 21 THE CONNECTION. Z M (} .120 51 39 27 26 17 O .128 49 38 26 25 17 J c .131 51 39 27 26 17 f° .148 57 44 31 28 20 VALUES SHOWN ARE CAPACITY PER TOE-NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3)-16d NAILS(A 62"diam.x 3.5")WITH SPF SPECIES TOP PLATE For Wind DOL of 1.33: 3(nails)X 37(Ib/nail)X 1.33(DOL for wind)=148 Ib Maximum Allowable Uplift Reaction Due To Wind For Wind DOL of 1.60: 3(nails)X 37(Ib/nail)X 1.60(DOL for wind)=177 Ib Maximum Allowable Uplift Reaction Due To Wind If the uplift reaction specified on the Truss Design Drawing exceeds 147 lbs(177 lbs)Building Designer is responsible to specifiy a different connection. USE(3)TOE-NAILS ON 2x4 BEARING WALL "`USE(4)TOE-NAILS ON 2x6 BEARING WALL 1� FEBRUARY 14, 2012 Standard Gable End Detail ST-GE110-001 MiTek USA,Inc. Page 1 Of 2 � Typical_x4 L Brace Nailed To 2x Verticals W/10d Nails,6"o.c. Vertical S*ud Vertical Stud (4)-16d CoDIAGONAL 0 0� / Wire NailsRACE d Common MiTek USA,Inc. re Nails SECTION B-Baced 6"o.c. DIAGONAL BRACE 4'-0"O.C.MAX (2)-10d Co2x6 Stud or Wire Nails i2xa No.2 of better TRUSS GEOMETRY AND CONDITIONSHOWN ARE FOR ILLUSTRATION ONLY. Horizontal Brace To 2x_Verticals 12 SECTION A-A2x4 Stud w/(4)-tOd Common Nails Varies to Common Truss it * PROVIDE 2x4 BLOCKING BETWEEN THE FIRST SEE INDIVIDUAL MITEK ENGINEERING TWO TRUSSES AS NOTED. TOENAIL BLOCKING DRAWINGS FOR DESIGN CRITERIA TO TRUSSES WITH(2)-10d NAILS AT EACH END. A ** ATTACH DIAGONAL BRACE TO BLOCKING WITH (5)-10d COMMON WIRE NAILS. 3x4= B B (4)-8d NAILS MINIMUM,PLYWOOD SHEATHING TO 2x4 STD SPF BLOCK Diagonal Bracing ** -L-Bracing Refer Refer to Section A-A to Section B-B 2a"Max Roof Sheathin NOTE: 1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND 1'-3' WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. M8X. (2)-10 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. / (2)-10d NAILS ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT / BRACING OF ROOF SYSTEM. / 4."L"BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES:1x4 SRB OR 2x4 STUD OR BETTER WITH ONE ROW OF 1 Od NAILS SPACED 6"O.C. 5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF /Tru$ S @ 24" O.C. DIAPHRAM AT 4'-0"O.C. / 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. ATTACH TO VERTICAL STUDS WITH(4)10d NAILS THROUGH 2x4. / x6 DIAGONAL BRACE SPACED 48"O.C. (REFER TO SECTION A-A) Diag. Brace /ATTACHED TO VERTICAL WITH(4)-16d 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS L/240. at 1/3 point COMMON WIRE NAILS AND ATTACHED 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. if needed TO BLOCKING WITH(5)-10d COMMONS. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE TRUSSES. End Wall HORIZONTAL BRACE (SEE SECTION A-A) 2 DIAGONAL Minimum Stud Without 1x4 2x4 DIAGONAL BRACES AT Stud Size Spacing Brace L-Brace L-Brace BRACE 1/3 POINTS Species and Grade Maximum Stud Length 2x4 SPF Std/Stud 12"O.C. 4-6-3 5-0-7 7-1-7 9-0-5 13-6-8 2x4 SPF Std/Stud 16"O.C. 4-1-3 4-4-5 6-2-0 8-2-7 12-3-10 2x4 SPF Sid/Stud 24"O.C. 3-5-8 3-6-11 5-0-7 6-10-15 10-4-7 Diagonal braces over 6'-3"require a 2x4 T-Brace attached to one edge. Diagonal braces over 12'-6"require 2x4 I-braces attached to both edges. Fasten T and I braces to narrow edge of web with 10d common wire nails 8in D.C.,with 3in minimum end distance. Brace must cover 90%of diagonal length. MAX MEAN ROOF HEIGHT=30 FEET CATEGORY II BUILDING EXPOSURE B or C ASCE 7-98,ASCE 7-02,ASCE 7-05 110 MPH ASCE 7-10 140 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLAD ING. DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MWFRS. IL - - JANUARY 1, 2009 SUPPORTED GABLE DETAIL ST-SUPGABLE MiTek Industries,Chesterfield,MO Pagelof x,00 `GSI o O =0 MiTek Industries,Inc. SEE ORIGINAL TRUSS ENGINEERING FOR LUMBER,PLATES AND DESIGN CRITERIA OF THE INDIVIDUAL TRUSSES TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLISTRATION ONLY. EXAMPLE OF SUPPORTING TRUSS * CONNECT EACH INTERSECTION OF GABLE STUD WITH(3)10d NAILS OUTLINE OF SUPPORTING TRUSS 1 THIS DETAIL IS TO BE USED WHERE A GABLE END DOES NOT PHYSICALLY HAVE A BEARING WALL DIRECTLY BENEATH A PORTION OF ITS BOTTOM CHORD.THE GABLE CAN BE CONSIDERED TO HAVE CONTINUOUS BEARING IF IT IS ATTACHED TO A CLEAR SPAN DESIGNED TRUSS THE GABLE TRUSS IS TO BE ATTACHED TO THE SUPPORTING TRUSS WITH TWO ROWS OF 10d(A 31"X3")NAILS SPACED 6"O.C.IN ALL ALIGNING MEMBERS UNLESS OTHERWISE INDICATED. SEE STANDARD GABLE END DETAIL FOR BRACING OF THE GABLE TRUSS IMPORTANT: THIS DETAIL IS TO BE USED ONLY WITH TRUSSES SPANING LESS THAN 45), SPACED 24"O.C.MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 TOTAL TOP CHORD ARE NOT TO EXEED 50 PSF TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED IDIVIDUALLY DETAIL 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 ANSI/TPI 1-2002. — INSTALLATION 1 FOR PLATED TRUSS CONNECTORS ADJUSTABLE STRAP HANGERS x THA SERIES Minimum and maximum nailing options.See design information for correct installation option. For minimum nailing,straps must be bent over the top of the carrying member a minimum of 21/2° for the THA29 and 1'/z"for the THA213. Fasteners(Quantity&Size) Model Minimum Nailing Installation(Top Flange) Maximum Nailing Installation O Carrying Member Carried Member Carrying Member Carried Member THA29 Top:(4)-.148x3 (4)-.1480(slant) Face:(16)-.148x3 (4)-.148x3(slant) Face:(4)-.148x3 THA213 Top:(4)-.1480 (4)-.148x1'/2(straight) Face:(14)-.148x3 (4) .148x3(slant) 0 Face:(2)-.148x3 r o o ,o r• Typical THA29 Typical THA29 Minimum Nailing Maximum Installation Nailing °• ,. Installation THA29 For minimum nailing only,�1/ tabs must be straightened so that nails can be driven straight. THA213 ADJUSTABLE FLOOR TRUSS HANGERS (THA AND THAR/L) THAR/L has a standard skew of 45°.THAR/L straps must be bent over the carrying member a minimum of 21/2".THA straps must be bent a minimum of 2"for the minimum nailing installation. Fasteners(Quantity&Size) Model Minimum Nailing Installation(Top Flange) Maximum Nailing Installation No. Carrying Member Carried Member Carrying Member Carried Member Top:(4)-.162x3'/2 (6)-.162x3'/2(straight) Face:(16)-.162x31/2 (6)-.162x3'/2(slant) THA418 Face:(2)-.162x31/2 THA422/ Top:(4) .162x3'/2 (6)-.162x31/2(straight) Face:(22).162x31/2 (6) .162x31/2(slant) THAC422 Face:(2)-.162x31/2 THA422-2i Top:(4)-.16201/2 (6)-.162x3/2(straight) Face:(30)-.1620/2 (6)-.1620/2(slant) THAC422-2 Face:(4)-.16201/2 Top:(4)-.1480 (1)-.148x3(straight) Top:(4)-.148x3 (1)-.1480(straight) THAFJ1-422 Face:(2)-.1480 (2)-.148x11/2(slant) Face:(12)-.148x3 (2)-.148x1'h(slant) Carrying Typical THA Typical THAL422 Member Installation a Installation with a 4x2 on 42 wood e floor truss truss. THAL422 iH O Carried --- Member Member R INSTALLATION GUIDE ° PLATED 1 TRUSS CONNECTORS SKEWED AND FIELD SKEWABLE MAO)$ HANGERS q. SUR/L & HSUR/L Standard 45-degree skew. ! Carried Model Fasteners(Quantity&Size) Member No. Carrying Member Carried Member • ° SUR/1_24 (4)-.16201/2 (4)-.148x11/2 ° 1-PLY SUR/1_26 (6)-.162x31/2 (6)-.148x11/, °° • '4s__ SUR/1-210 (10)-.162x31/2 (10)-.14801/2 • HSUR/L26-2 (12)-.162x3Yz (4)-.162x21/, ° Typical SUL Installation 2 PLY with Square Cut Joist FHSUR/L210-2 (20)-.162x31/, (6)-.162x21/2 HSUR SUL (HSUL similar) THASR/L 45-degree skewed,field skewable from 46'to 84'. ° For 45°floor truss hanger,see THAR/L Adjustable Strap Hanger. �j H Carried Model Fasteners(Quantity&Size) �6`j�� a Member No. Carrying Member Carried Member �f��f� 26 Min Top:(4)-.148x3 (THASR/L218) 1-PLY THASR/1-218 (6)-.148X11/2 W '. 1 C Face:(6)-.148x3 -, 2x8 Min Carried__v, (THASR/L218-2) 2-PLY THASR/1_218-2 Top:(4)-.1480 (6)_148x11/2 Member Face:(8)-.148x3 THASL218 Typical 18 Installation (L in moddelel name=Left, R in model name=Right) I 1 1 ALIGN BACK EDGE �uFGAPRIFO ROTATE At: tiIOE '.,I Adjust obtuse _ MEMBER TO THE TOOES RED ANKLE Step 4: I SLOPED HOLES ti� side of hanger flush IN SFA c '' with the carrying THASL HANGER Step 2: Install 10d Step 1: Install carried member nails into header ;>Ia. Adjust acute member.Install 10d ROTATE TO tnails into header On into the seat of the hanger. on the acute angle side of hanger to the UESIRED ANG11 Secure with 6 10dx1'/z"nails. side first. desired angle. obtuse side. TJC37 Carrying Field skewable from 0'to 67.5'. Bend one time only.Minimum Member and maximum nailing options(check design information). Typical TJC37 FASTENERS: Carried Installation Member Carried Member: —� Min: (4)-.131x11/2 MW... • ° 0'-67.5° Max:(6)-.131 x11/2 • Carrying Member: � ' Top view Installation --------------- Min: ---- --- Min: (4)-.131x11/2 Max: (6)-.13101/2 TJC37 a - «NEc � o wmo Ec °mm> LLYi Y ora o c 12.00.00 21 � $ Noa o y_ U.Ln W =x mI ; IT �� a Lu L, S < `JO $ a �' y'o O 1.04®® CL I ii 04-00 F02 1--04-00 S E W 2 a>2 !4 c z4 fj �� _ ° ¢-1- �-00 - - -A w 1-0400 � �' °�gtj'�~ � 71 - 1 0400 1-04=00 1 04-00 a !F pr 1-04-00 _ 1-0 - g GS a o a > 1.0! Am 1-04-00 z 1-04 Oo 1-04 I a I S 9z:6 t 104-0(1 'c o $ a u' cfioco E 3 �. If._ �m r 1010® F400 _ �.x_gE v cc=c 1-000g - "82 I�og �st 27 o o 1 FT02 p --�— i O a j g c 0 M c j j t0�-00 mu ' ma-00 21 L 3-11-00 j 1-04-00 _ - 7— —- FT F08 1 the design concent of the a -12-00 00-_._T-�_.__ �o PSS q sib fora t I W 'APPROVED CI I O APPROVED AS NOTES i H QI O 0 NOT APP EO r J = O C - ------------� p W V i ZI o w O f FT03 (� _ BY HULSBERG ENGINEER i j Em — CI� a �I to I Ls o gI j � 0I 12 LO @ . o o) co � Ic" O cn Nu � tf»' CV � TOT ------------------ ----- I E fi q �W M 00 °O° IVQ000000.-. vA ��o C x CID OD N w rn t9O� C70 . , v 14-09-12lg4 C3=1 LL! �a -v �m00 IYNEcm,v_r w m� i �Sgi aw �q j owo Is 2N CL` c 3 120000 E a�py;;��o �n Irom m i 1B03 _ O' �3 N ChU a CL III QPR. Qq pCr > � A i 0aww N I i C� E q V1 gS ; sc �vE3. o a3j I I Inge= 09 � ! Hatch L ltd I m U m Z 1 i �,�tzvaun ISS// Well Height=12.4-131,1 Well Haight-14-" x j I 4112 vault n w � I ', wall Hwght=8-0� 2 1 j Wall Haighig,: Z LU ?ENTION'Review of! j he design Concept of thi I I X 1 12-00-00 -_ _.__ q if-Tesponsibiti for an j �'W N drawings.Contractor sh& N- W n- APPROVED != W i ❑ APPROVED AS NOTH I W LU E �— U o E 8jW !Z ❑ NOT APPRO i I �I iaocae__ BY � C-4 O —� �' 00N LU HULSBERG ENCINEERI j C 481 ST AUGUSTINE I o COQI .- ;. ONVILLE, FL 32 d_ o � $ s ' �— e laoe + a10 oe(+ 12.00-08 --- a 10 oe__—w t I J o r— CD N o � O I D02 �zc M00 co I !VQco �.co 0 00401 000 (j jv�dq� LU 'wo JO 3 qq �0 LL t6 1 6 1008 a<'c �m p 1�OQ00 _. TO: Rick Carper Director, City of Atlantic Beach, Public Works FROM: Chris Lambertson Elite Homes, Inc DATE: February 23, 2014 SUBJECT: 2050 Beach Ave., Atlantic Beach, FL These three documents were submitted and approved during for the site development permit; since these documents have not changed they have not been resubmitted. • Construction Site Management Plan was submitted and approved • Erosion and Sediment Control Plan was submitted and approved • Drainage Retention was submitted and approved City of Atlantic Beach r s� Building Department 7BY: APPLICATION NUMBERassigned by the Building Department.)800 Seminole Road EB 2Atlantic Beach, Florida 32233-5445 Z9 4 8 Phone(904)247-5826 • Fax(904)247-5845 ,/DiDT%� E-mail: building-dept@coab.us Dat routed: a r City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 0?0�4 ,��4 Cr tment review required Yes No Applicant: /:4,7_1 hAb/n5 tanning & 7nninA ree Administrator Project: h 2 ublic Works ublic Utilities S 46 u is Safety Fire Services Review fee $ - -Dept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date O Florida Dept. of Environmental Protection h 00 Florida Dept. of Transportation J St. Johns River Water Management District A Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING -� 1 Reviewed by: Date: TREE ADMIN. Second Review: QApproved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Date: ✓ised 05/14/09 0�=L`�rCity of Atlantic Beach APPLICATION NUMBER Department Building Dtment (To be assigned by the Building Department.) J � 800 Seminole Road Atlantic Beach, Florida 32233-5445 �z Phone(904)247 -5826 Fax(904) 247-5845 ,/ -�!W �? E-mail: building-dept@coab.us Date routed: .4 a Tll City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ao-.�'d &'A d# �r� tment review required Ye No B d' Applicant: ,�Ll7-L �1;145 lanning &Zo i Fee Administrator Project: LY f/1 /� ublic Work ublic Utilities S _PUDEis 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: BUILDING PLANNING &ZONING Reviewed b : + Y Date.) TREE ADMIN. Second Review: [-]Approved as revised. Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach APPLICATION NUMBER ` Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 a 8 zy ` Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: oZ City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: o�o�o ,��G' eree ent review required Yes No Applicant: , '41-1 hD/n f j Zo istrator Project: "h) ��je �� ks Utilities 0 ` � It S ty s ;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: G<Pproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by- Date: TREE ADMIN. i Second Review: QApproved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ❑Denied. Comments: Reviewed by: Date: rised 05/14/09 CITY OF ATLANTIC BEACH S PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH, FL 32233 Ji31�� (904) 270-2535 or (904) 247-5874 NEW WATER/SEWER TAP REQUEST Date: 2/27/14 Project Address: 2050 Beach Ave. No. of Units: 1 Commercial Residential X Multi-Family New Water Tap(s) & Meter(s) Existing_ Meter Size(s) 3/4" New Irrigation Meter Upgrade Existing Meter from to (size) New Connection to City Sewer_Existing Name: Elite Homes Applicant Address: City: Atlantic Beach State: FL Zip: 32233 Phone Number: _349-2803 Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# 14-268 Property had existing home with Water System Development Charge $ N/A existing water & sewer service. Sewer System Development Charge $N/A Water Meter Only $ No fees required. Water Meter Tap $ N/A Sewer Tap $ N/A Cross Connection $N/A Other $ TOTAL $ 0 (notes) APPROVED: Donna Kaluzniak 2/27/14 (Utility Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED DO NOT WRITE BELOW - OFFICE USE ONLY ) i r P n �� Applicable o es: 2010 FLORIDA BUILDING CODE 1 1 L L V U 1 Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: )9,� iy Development Size Habitable Space S y0 G w-Non-Habitable 0 9s. �- Impervious area y �/ Miscellaneous Information Occupancy Group R-3 Type of Construction-V' /3 Number of Stories Z Zoning District 0 G' - Max. Occupancy Load - Fire Sprinklers Required — Flood Zone IVJ Conditions/Comments: City of Atlantic BeachtECEIVED APPLICATION NUMBE i f Building Department To ( be assigned by the Building�P� tment.) 800 Seminole Road FEB 2 4 2014 a Atlantic Beach, Florida 32233-5445 _,.. Phone(904)247-5826 • Fax(904)245 �j� E-mail: building-dept@coab.us Date routed: a t City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: o�o�a &,t Gl/•� �r� tment review required Yes No B 'd' Applicant: '62"7-1 hLb Ino j lanning & 7nni ree Administrator Project: "h) KPublic Works (:15ublic Utilities /7LD k P u E is afety Fire Services Review fee $ DD 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: VApproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: ' TREE ADMIN. Second Review: A roved as revised. 1 ❑ pp ❑Denied. L WURKS Comments: B ICU LITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: rised 05/14/09 TO: Mike Griffin LJF ILL E COPY Building Official,Atlantic Beach, FL FROM: Chris Lambertson President, Elite Home Inc. DATE: February 24, 2014 SUBJECT: Calculated Grade Average Survey I have attached a copy of the 2050 Beach Avenue, calculated grade average survey by Boatwright Land Surveyors,a Florida Lic.,Surveyor& Mapper No. LS 3295.The calculated grade average is used on pagers where height is displayed,first appearing on page A-3. If you have any question, please do not hesitate to call me. Walker, Jennifer From: Kaluzniak, Donna Sent: Friday, March 07, 2014 4:47 PM To: Walker, Jennifer Subject: RE: 14-268 for 2050 Beach Ave. Jenny—correct,formerly had a house on this location with water& sewer, so no impact fees—thanks, Donna From: Walker, Jennifer Sent: Friday, March 07, 2014 4:14 PM To: Kaluzniak, Donna Subject: 14-268 for 2050 Beach Ave. Donna, Just making sure there will be no water/sewer fees for this new SFR and pool house. I am putting in the fees and only see the plan review fees. Thanks so much, jev,,v,� VVPL,eer Administrative Assistant Building Department City of Atlantic Beach 904-247-5826 i ` ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. R oda MiTek a RE: 140087 - ELITE/2 BEACH AVE MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FL 33610-4115 Customer Info: Elite Homes Project Name: Model: Lot/Block: Subdivision: r� ; Address: 2500 Beach Ave City: Atlantic Beach State: FL ' Name Address and License#of Structural Engineer of Record, If there is one, for the building. ry Name: License#: Address: City: State: N General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FRC2010/TP12007 Design Program: MiTek 20/20 7.3 Wind Code: N/A Wind Speed: N/A mph Roof Load: N/A psf Floor Load: 55.0 psf This package includes 2 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. Na Seal# j Truss�Name1 T6189533 FT05 2 _ I T6189534 I FT07 13/5/014 drawings is only for conformance ATTENTION:Review f the P oiect and does not relieve the contractor the design concept any Pl,iatlon from the requirements of the shop of responsibility all field measurements. dra ings.Contractorshalldetermineandveri ❑ RETURNED FOR CORRECTION PPROVED ❑ APPROVED AS NOTED C3 RETURNED WITHOUT ACTION D ER ❑ SEE TRANSMITT L L ❑ NOT V COMMENTS / MAR 2 6 2014 DATE ij BY FL CER ZF3 F' By HULSBERG EN GINEERING•INC. 11431 ST.AUGUSTINE RD' JACKSONVILt_E Ft 3 The truss drawing(s)referenced above have been prepared by MiTek ``�.�aUIN"V�.,,� Industries, Inc.under my direct supervision based on the parameters ��Q• <� provided by TrussMart Bldg Compts, LLC. E N 5�., Truss Design Engineer's Name: Velez, Joaquin (old) 68182 My license renewal date for the state of Florida is February 28,2015. it IMPORTANT NOTE:Truss Engineer's responsibility is solely for 33'• STATE OF i441design of individual trusses based upon design parameters shown • p'•, A- on referenced truss drawings. Parameters have not been verified '•.C 0 R O P C.) %,` as appropriate for any use. Any location identification specified is % % for file reference only and has not been used in preparing design. ,,�11NA1111110 �. 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. March 5,2014 Velez.Joaquin(old) I of I FToS GABLE t' Truss Truss Type 1 1 JobPly ELITEl2500 BEACH AVE T6189533 140087 Job Reference(optiona0 TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 27 2012 MTek Industries,Inc.Wed Mar 0514:18:09 2014 Page 1 ID:ZZ9bl bgLSFi3WvhComWHtpzptHP-GL1 er9tSa31WmoOBEXzwl3_21DBnhigAXu?BeVzdygC Scale=1:23.2 t 2 3 4 5 6 7 8 9 10 11 12 F_ I� I H H 24 23 22 21 20 19 18 17 16 15 14 13 1-4-0 2-6-0 4-0-0 54-0 6-8-0 640 9-4-0 10-8-0 12-0-0 13-4-0 14-4-4 1-4-0 1-4-0 14-0 1-4-0 74-0 14-0 14-0 1-4-0 1-4-0 1-4-0 1-0-4 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.02 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.02 Horz(TL) 0.00 13 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:55 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-M 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.3MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS All bearings 14-4-4. (lb)- Max Grav All reactions 250 Ib or less at joint(s)24,13,23,22,21,20,19,18,17,16,15,14 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)All plates are 1.5x4 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-M 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. IIIIIIIIII/I LOAD CASEpS) Standard ``%�.oP .I N �/. 00 N 68182 �'. T F FL Cert. 6634 March 5,2014 AWAgWAG-Verily design parame�a acid REM AO EFS riN MIS AND rNaNDED MrTFR REFEREI'RE PAGE MTT-7477 rec 1/29/20!1 BEFORE USE Design vaid for use only with MTek 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 respons-ability of bolding d 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 M iTeK erectam .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/rPll QaaMy Crffeda,DSB-89 and 6CSI 6aMing CornPanent 6904 Parke East BIW. H Sosrthern Parte(Svf,�iN�nber Is spe fiedt�th d..N.j i.1..e Those'.Urn�ie Ov6A/3112013 by ALSO Tamps,FL 33610-4115 JJob Truss Truss Type Qty Ply ELITE/2500 BEACH AVE T8189534 140087 FT07 FLOOR TRUSS 7 1 Job Reference(Optional TRUSSMART BUILDING COMPONENTS, Midway,GA,313207.350 s Sep 27 2012 Mi Industries,Inc.Wed Mar 05 14:18:09 2014 Page 1 ID:ZZ9bl bgLSFi3WvhComWHtpzptHP-GLI er9tSa31WmoOBEXzwl3_?CD3xhczAXu?BeVzdygC 2F-0 f r 2-0-8 Scale=1:24.3 1.5x4 11 30= 1.5x4 3x4= 1.5x4 3x4= 1 3,6= 2 3 4 5 6 7 Tun 12 11 10 9 8 1.5x4 4x8= 1.5x4 11 3x4= 3x8= 1.5x4 14-4-4 14-4-4 LOADING(psf) SPACING 14-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.22 Vert(LL) -0.12 9-10 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.57 Vert(TL) -0.19 9-10 >893 240 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.03 8 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:67 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-10 oc puffins, 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. MiTek recommds that Stabilizers and required cross bracing be installed duenring truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 13=516/0-3-8 (min.0-1-8),8=516/Mechanical FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-13=-485/0,7-8=498/0,1-2=-1232/0,2-3=-1232/0,3-4=-1820/0,4-5=-1820/0, 5-6=-998/0,6-7=-998/0 BOT CHORD 11-12=0/1819,10-11=0/1819,9-10=0/1655 WEBS 7-9=0/1046,1-12=0/1213,5-9=702/0,3-12=62110 NOTES 1)Refer to girder(s)for truss to truss connections. 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. 1111111t1/tI LOAD CASE(S) Standard001 N VF OPX �` , .•��CENSF•.� . N 68182 -10 O�.• T F � ,� . 111111111000 FL Cert. 6634 March 5,2014 �WADNTIG-Verity ee Vg pareareren acid DFM NOTES ON TMS AND DYCL DED NrTFX RFFFREACF MGF Nr7-7473 mt 1/19/2014 9FFORF USE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and B 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 responsbillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fa�briyca�ntilori,quality control,storage,delivery,erection and bracing,consult ANSIIe/TM1 QvoMy CAgMfa.DSB-89 mrd{CSI Bu8dln9 Component 6904 Parke Fed Bhd_ 1 H Southern M. 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O Q mw mm3 0 m 710 mm (D o m°n ma m v ago Z N° a o $ mmo0 d0 Q C m < OS m fN a �'- °- �-a > Q.O o �m ° C .m Z 3 ° (Da a m H -. mm H m m cQ o mm fOo o- i am m �c 56a (° (o -Z O- Q y £ 33 3 C 0 0 o o D G)g <� 0 y- a o 0 0_ Qm <mq 'm 2 71 7 N a j m m,,, ,0 vzi Q M Q O m ° 0 m ° `G C ^ 3 (,,-a Q a ° ° 3 j 7 ° x m a m m n 3 �Z -7 •G ° ° 0 0-:3 •.n Q if v_ o g 3 ° 3 0o 00 °o am v� mm o 0 mf -071 mm c 3. c° m o v0 0 as �° oa a� ? g a a7 0 £ ff 20 on ,m (D n „x na - m a a m (D �rt m ° O° m O O °' ° j 7— On C m mS ° > m > CDm (D(9 �o °o 5 0 0o a a o as O°Q v ° p ° � < 3- n O 0 ma $m° a mn ° N N0 F m o m mo y o m o m 0. 00 �0 3 1 (D Z 7 0 3 •rt m N CITY OF ATLANTIC BEACH St1 l 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 ��J131 Application Number . . . . . 14-00000268 Date 4/22/14 Property Address . . . . . . 2050 BEACH AVE Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES GEN MF DISTRICT Application valuation . . . . 540000 ------------------------------------- Application desc new sfr and pool house ------------------------------------- Owner Contractor ------------------------ CDL AB LLC ELITE HOMES INC. 335 11TH ST 357 12TH ST ATLANTIC BEACH FL 322335934 ATLANTIC BEACH803 FL 32233 43-4928 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL -----Flood-ZoneZONE --------------- ------------------- ----------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Sub Contractor . . NELSON PLUMBING CO. INC. 00 Permit Fee . . . . 384 . 00 Plan Check Fee Issue Date Valuation . . . Expiration Date . . 10/19/14 ----------------------- ---------- ----------------------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) 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.AW4j6"VpwV-ppFL aAo& Ak UPt7, 4A(A TA &sCECQF HE FLORIDA PERMIT ISct &® 1 BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 ` INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 14-00000268 Date 4/22/14 ------------------------------------------------ Special Notes and Comments Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS --------------------- ----------------------------- Other Fees . . . . . . . . . STATE PLBG DCA SURCHARGE 5 . 76 STATE PLBG DBPR SURCHARGE 5 . 76 Fee summary Charged Paid Credited Due --------- ---------- ---------- Permit Fee Total 384 . 00 384 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 11 . 52 11 . 52 . 00 . 00 Grand Total 395 . 52 395 . 52 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. FROM FAX NO. :9048238736 Apr. 22 2014 07:13AM P1 PLUMBING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph (904) 247-5825 Fax (904)247-5845 JOB ADDRES*S: 20 aD �;e Cjo e- PERMU# NEW OR REPLACEMENT INSTALLATION: Project Volae silo__._ T yp,,ir of Fbci URE QTY TYPE of FrxTuRF QTY Bathtub 1 Septic Tank&Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain Slop Sink -- Floor Drain _ Three Compartment Sink Floor Sink y Toilet Hose Bibs T Urinal Kitchen Sink _ Vacuum Breakers Laundry Tray _._ Water Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System RE-PIPE: TYPE of Fmru m QTY TYPE of F xTu E QTY Bathtub Septic Tank&Pit Clothes Washer Shower Dishwasher Shbwer Pan Drinking p Slo Sink ooDrain Three Compartment Sink Floor Sink Toilet Vose Bibs Urinal Kitchen Sit* _ Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures — Water Treating System MISCELLANEOUS: ❑ Sewer Replacement ❑ Back Flow !,y:eventer U Grease Interceptor(Trap) gallons(Requires 3 sets of plans, ❑ Lawn Sprinkler System.-Number of i-leads ❑ Well ** SJ'RWD F ��>�o Krell Completion Form. Cornpleterm to be submitted to the 13v ilding Department for final inspection.' ❑ Other Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certrfy that I have res this application and know the same to bb taut and correct. All provisions of laws aad ordinances governing this work will ba complied with whether specified or not. Tho permit docs not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name El I a0ML5 Phone Number GDS• 3Y9 -diol Plumbing Company 1 _Office Phone�t t'r�-4f�y Fax�Otd�8a3�8�� n�eAte, F StateZip ao 5 Co. Address: )J(J2 w 1 �GV►S l,.!c rT4. 0.) older(Print)- Scor �� _ A Certification/Reg�isuaiion 0 20ry Public-State of FloridaMy comm.Expires Nov 162015 Swc.A and su c ted before l:wwy.wle..�+.. r r� ....._. � CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD '} = ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 14-00000268 Date 7/09/14 Property Address . . . . . . 2050 BEACH AVE Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES GEN MF DISTRICT Application valuation . . . . 540000 ---------------------------------------------------------------------------- Application desc new sfr and pool house ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CDL AB LLC ELITE HOMES INC. 335 11TH ST 357 12TH ST ATLANTIC BEACH FL 322335934 ATLANTIC BEACH FL 32233 43-4928 (904) 349-2803 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc NEW SERVICE Sub Contractor KNIGHT ELECTRIC LLC Permit Fee . . . . 135 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/05/15 ---------------------------------------------------------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) 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. PERMIT IS24W0NFtb RPP4N' .4V;hP�N -M q'PPA L (;iW gF Wf TA�iWhiAgi�g&WRAWE4"- rHE FLORIDA BUILDING CODES. 1 f CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ±� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 14-00000268 Date 7/09/14 ---------------------------------------------------------------------------- Special Notes and Comments Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE ELEC DCA SURCHARGE 2 . 03 STATE ELEC DBPR SURCHARGE 2 . 03 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 135 . 00 135 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 06 4 . 06 . 00 . 00 Grand Total 139 . 06 139 . 06 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ELECTRICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd, Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax (904)247-5845 JOB ADDRESS: r� -e- PERMIT# JEA INFORMATION REQUIRED ON ALL PERMITS �'{'� AMPS "( 6 VOLTS / PHASE VALUE OF WORK 5 NEW SERVICE ❑ Overhead ❑ Underground [ rUnderground up Pole ❑Residential(Main) Service ❑0-100 amps ❑101-150amps ❑151-200amps ❑ 7Wamps #of Meters ❑Commercial(Main) Service ❑0-100 amps ❑101-150amps ❑151-200amps ❑ amps ❑CT Service amps Conductor Type Size ❑Multi-Family(Main) Service ❑0-100 amps 11101-1 50amps ❑151-200amps ❑ amps #of Unit Meters []Temporary Pole ❑ amps SERVICE UPGRADE ❑ amps ❑ CT Service amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) ❑100 amps ❑150amps ❑200amps ❑ amps ❑CT Service amps ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switches: 0-3 Damps 31-l 00amps 101-200amps Appliances: 0-30amps 31-100amps 101-200amps A/C Circuits: 0-60amps 61-100amps Heat Circuits: # circuits @ kw Number of Lighting Outlets, Including Fixtures: OTHER ELECTRICAL PROJECTS ❑Swimming Pool ❑ Sign ❑Smoke Detectors_Qty ❑Transformers KVA ❑Motors hp FIRE ALARM SYSTEM (Requires 3 sets of plans) Qty volts/amps VALUE OF WORK$ REPAIRS/MISCELLANEOUS ❑Replace Burnt/Damaged Meter Can ❑Safety Inspection Ll Panel Change 11 OH to UG []Other: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name �� `" Phone Number/� Electrical Company ,/� T Utroc LLL Office Phone ZD V D�j Fax Co.Address: jq C`K hit 5 City. JTK kk Statef 1. Zip 327- License Holder(Print): YC- State Certification/Registration# 04 3U12 U Notarized Signature of License Holder JENNIFERW&M Before me this day of U 20 ' EXPIRES:April 24,2017 Signature of Notary MY COMMISSION M FF 011480 Public of 1�oe� Bonded Thru Notary Pudic Uf&rwrkera �1►,rL`If1�� CITY OF ATLANTIC BEACH l 800 SEMINOLE ROAD J r� ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 �wJ., 9" Application Number . . . . . 14-00000268 Date 7/03/14 Property Address . . . . . . 2050 BEACH AVE Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES GEN MF DISTRICT Application valuation . . . . 540000 -------------------------------------------------------------------- Application desc new sfr and pool house ------------------------------------------------------------------ Owner Contractor - ------------------------ ----------------------- CDL AB LLC ELITE HOMES INC. 335 11TH ST 357 12TH ST ATLANTIC BEACH FL 322335934 ATLANTIC BEACH FL 32233 43-4928 (904) 349-2803 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ------------------------------------------------------------- Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc 3-4TONS, 1-10KBTU, 2 5K BTUS Sub Contractor HWK MECHANICAL INC (BEEHIVE) Permit Fee 171 . 00 Plan Check Fee 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/30/14 ------------------------------------------------------ Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle' s and Waste Management . ) 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. PERMIT is20kiMOx1T1CKjE1DaTjbIji 1IJ G VV LDD�,L Q't OF N 1W�Aa'�EC3T HF FLORIDA A' BUILDING CODES. CITY OF ATLANTIC BEACH s f 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 J INSPECTION PHONE LINE 247-5814 Page 2 Application Number 14-00000268 Date 7/03/14 ------------------------------------ Special Notes and Comments Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS _ _ ------- Other Fees STATE MECH DCA SURCHARGE 2 . 57 STATE MECH DBPR SURCHARGE 2 . 57 Fee summaryCharged Paid Credited Due ---------- . 00 --------- ---------- - . 00 Permit Fee Total 171 . 00 171 . 0000 00 . 00 Plan Check Total . 00 . 00 Other Fee Total 5 . 14 5 . 14 . 00 Grand Total 176 . 14 176 . 14 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax (904) 247-5845 I _ JOB ADDRESS: © J tJ 1J — PERMIT# L PROJECT VALUE $ ,fir�d d ARI# REQUIRED Air Handling Equipment Only Air Handling Unit & Condenser Condenser Only NEW AIR CONDITIONING & HE)ATING SYSTEM INSJALLATION Air Conditioning: Unit Quantity Z Tons Per Unit Heat: Unit Quantity BTU's Per Unit /m&W Seer Rating Duct Systems: Total CFMA— : .Sk�a REQUIRED 3 20 u REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating Duct Systems: Total CFM REQUIRED FIRE PREVENTION (Requires 3 sets of plans) Fire Sprinkler System Quantity (Re q Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators/Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets Pumps #Vented Wall Furnaces Refrigerator Condenser BTU's #Water Heaters Solar Collection Systems Tanks (gallons) Wells OTHER: d or work is suspended or abandoned for six months.I hereby certify that I have read Permit becomes void if work does not commence within a six month perio this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. � �� L /19� C3/ls/ Phone Number Property Owners Name)J,�++''''ff �c �� Mechanical CompanyNlN L � --.— g&`C�� Office hone Fax Address: — ity� �/�� Stat Zip / Co. � License Holder(Print): S� �. G�Ja tate e ' Ic tion/Registration# -tel'-��y117� Notarized Signature of License Holder KRISTINA T.WILSON Before me this 7Jr day of l 20 Notary Public,State of PWda Signature of Notary Public My Comm.Expires Apn121,2016 Commission No.EE IBM CITY OF ATLANTIC BEACH sig J 800 SEMINOLE ROAD r� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 �r lilt Application Number . . . . . 14-00000268 Date 7/14/14 Property Address . . . . . . 2050 BEACH AVE Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES GEN MF DISTRICT Application valuation . . . . 540000 -------------------------------------------- Application desc new sfr and pool house -------------------------------------------- Owner Contractor - ------------------------ ----------------------- CDL AB LLC ELITE HOMES INC. 335 11TH ST 357 12TH ST ATLANTIC BEACH FL 322335934 ATLANTIC BEACH FL 32233 43-4928 (904) 349-2803 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL -----Flood ---- - FloodZoneZONE ------------------- -------------------------------------- Permit MECHANICAL GAS PIPE PERMIT Additional desc . . Sub Contractor . . FLORIDA PROPANE PARTNERS . 00 Permit Fee . . . . 91 . 00 Plan Check Fee Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/10/15 ----------------------------------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) 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. FLORIDA PERMIT IS20$1Q)vFLQRLTV1 BUILDING CODES. CITY OF ATLANTIC BEACH f 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number 14-00000268 Date 7/14/14 --------- - -- --- - -- -- --- -- - Special Notes and Comments Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . A sewer cleanout must be installed at the property line . Cleanout must be covered with an RTl concrete box with metal lid. Cleanout to be set to grade and visible . *SUBMIT CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C .O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED ` *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS----- --- -- ----- ---- - ---- - --- -- - ---- --- -- - -- - -- - Other Fees STATE MECH DCA SURCHARGE 3 . 93 STATE MECH DBPR SURCHARGE- - 3 _93- ------------- - -- - - -- -- -- - --- --- - ----- - - - --- - --- - Credited Fee summary g - Due Paid Charged -- - --- - . 00 91 . 00 91 . 00 . 00 Permit Fee Total 00 00 00 . 00 Plan Check Total 7 86 . 00 . 00 Other Fee Total 7 . 86 . 00 . 00 Grand Total 98 . 86 98 . 86 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 'RPh(904) 247-5826 Fax(904) 247-5845 JOB ADDRESS: d �d �. J L i PERMIT# PROJECT VALUE $ ARI# REQUIRED Air Handling Equipment Only Air Handling Unit & Condenser Condenser Only NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating REQUIRED Duct Systems: Total CFM REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer RatingREQUIRED Duct Systems: Total CFM FIRE PREVENTION 3 sets of plans) Fire Sprinkler System Quantity (Requires p ) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets _ Boilers BTU's Elevators/Escalators ALL OTHER GAS PIPIHeat Exchanger G Quantity of Outlets .!7 Pumps #Vented Wall Furnaces Refrigerator Condenser BTU's #Water Heaters _ Solar Collection Systems UU Tanks (gallons) LIp J� Wells OTHER: s Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name Phone Number Mechanical Company Office Phone ��Fax Co. Address: City State Zip -le License Holder(Print): State Certification/Registration# ' Not er ,0� Notary Publie State of Florid. 20 me this da 20 Shirley L Graham My Commission FF 086990 %Td; Expires 02/14/2018 ignature of Notary Public