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Permit SFAT 98 W 3rd St 2011 f CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 Application Number 11- 00002603 Date 9/20/11 Property Address 98 W 3RD ST Application type description SINGLE FAMILY ATTACHED DWELLING Property Zoning TO BE UPDATED Application valuation . . . 80000 Application desc SINGLE FAM ATT Owner Contractor BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVE. 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241 -1222 (904) 241 -1222 Structure Information 000 000 Construction Type TYPE 5 -B Occupancy Type RESIDENTIAL Flood Zone ZONE X Permit SINGLE FAMILY ATTACHED Additional desc . Permit Fee . . . 400.00 Plan Check Fee . . 200.00 Issue Date . . . Valuation . . . . 80000 Expiration Date . 3/18/12 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONA1 ELECTRIC CODE WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Since on -site storage is required, a post construction topographic survey documenting proper construction will be required, prior to issuance of C.O. 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. Call Public Works (247 -5834) for Erosion and Sediment Control Inspection prior to the start of construction. Other Fees STATE DCA SURCHARGE 6.00 DEV REVIEW- SINGLE & 2 -FAM 50.00 ENG REV RESIDENTIAL BLD 100.00 STATE DBPR SURCHARGE 6.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITISX lIgAYATCW1114aWES THE Fi 19A 0 0 BUILDING CODES. s JG.4 ` . . s CITY OF ATLANTIC BEACH �A ) 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 _ INSPECTION PHONE LINE 247 -5814 Page 2 Application Number 11- 00002603 Date 9/20/11 Other Fees UTIL REV RESIDENTIAL BLDG 50.00 WATER CONNECT /METER ONLY 185.00 WATER CROSS CONNECTION 50.00 WATER SDC- SYSTEM DEV CHG 1140.00 Fee summary Charged Paid Credited Due Permit Fee Total 400.00 400.00 .00 .00 Plan Check Total 200.00 200.00 .00 .00 Other Fee Total 5637.00 5637.00 .00 .00 Grand Total 6237.00 6237.00 .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 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247 -5826 Fax (904) 247 -5845 fob Address: * 5A-,, C. --),, j Permit Number: 1/ a6 D 5 .iegal Description .4 f 76,k . s -,:..,..- 0- Parcel # Floor Area of Sq.r't. Sq.rt Taluation of Work $ 80, Qom, ad Proposed Work heated /cooled 'Say non - heated /cooled ' 2.9p :lass of Work (circle one): New Addition Alteration Repair Move Demolition pool/spa window /door Tse of existing /proposed structure(s) (circle one): Commercial ' esidentia ' f an existing structure, is a fire sprinkler system installed? (Circle one): • es o N /A 'lorida Product Approval # 'or multiple products use product approval form )escribe in detail the type of work to be performed: (.0=0413 (.0=0413 h' c� n a f r ‘ . .j' ; �Jl - - ' u - c t tA e -- `7T, 3 =12 $ { f f- 'roperty Owner Information: fame: ,...1 - ' - t--' ; ?J 0..„...e i Address: l0 ( FT - ex- , 1G �. 4 uG ity 4fi Or State ' 1'='L3 7 Phone -Mail Fax # (Optional) i Z yi . _. 9 9 � ) Zzz o FF ontractor Information: n �^ ompany Name: J !17Lt'. ,,4 C6 f -, ) Qualifyin Agent ddress: £lo7 ) J C ( City -i - 1 St -L 3 lg'�`� � tY Zip zZ� ffice Phone 7,,/-e-5/1-/ ZZ Z Job Site/ Contact Number 4b/-3y, a zr Fax # Late Certification/Registration # z fig rchitect Name & Phone # 1 `",'�.- c-e. nay..:,,,,. 4 L c d ,1 % 3r/ a1►i r90 ngineer's Name & Phone # Simple Title Holder Name and Address /: onding Company Name and Address I'1 11111 'M 11 `I [ortgage Lender Name and Address t _ I, R Tlication is hereby made to obtain a permit to do the work and installations as indicated. I certify thltrill " ffrIti 'ltttrild t ts' 1 nced prior to the ;uance of permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null sd void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a per od of six (6) months at any time after )rk is commenced I understand that separate permits must be secured for Electricar Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, rnks 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. , ereby certify that I have read and examined this placation and know the same to be true and correct. All provisions of laws and ordinances governing this v of work will be complied with whether speci ed herein or not. The granting of a permit does not presume to give authority to violate or cancel the 9visions of any other federal, state, or local law regulating construction or the performance of construction. gnature of Owner / XJ - ; Signatu e of Con� Actor "" � , � � IC" ant Name I " i4 ! / r , ` Print Name 1-_-_,.,_„,1„.., vo and subscribed before me Sworn t and subscr subscribed before me is t Day of Q , 20 1 t t hi s 9I D o f _ 6 _ _ `X 201 ) Q 2 mamb 4 r �k� " _ Z% JOYCE M. FREEMAN ° 0 01. i... 1 " JOYCE M. FREEMAN Public . � Notary Public - State of Florida ....0..-%, �' • a ry Pu he I �\ _ Notary Public -State of Florida �— :Aim 4 . My Comm. Expires Jun 10, 2013 I i 1 , „ ( • My Comm. Ex Tres Jun 10, 2013 ••.,g Commission # DD 897794 • , ' . lb d•'�Re�i @dn E011Q97794 � • - - "'°00.1•:1 • • 1)0 NOT WRITh BILLOW LOW - OFFICE USE ONLY )plicabie Codes: 2007 Florida Building Code wi 2009 Revisions eview Result (circle one): pproved Disapproved Approved w/ Conditions .eview Tnitials/Date: leveIopment Size [abitable Space Non-Habitable • Impervious area ; a do CA/DBPR$ ,liscellaneous Trformation )ccupancy Group R-es rA. ype of Construction ✓ —13 TTumber of Stories . _oning District p 6-- :. lax. Occupancy Load Fire Sprinklers Required /110 Flood Zone Conditions /Comments: ri City of Atlantic Beach , APPLICATION NUMBER 4s Building Department 6 �" ' (To be assigned by the Building Department.) 800 Seminole Road 6 vi i .. , -e Atlantic Beach, Florida 32233 -5445 1/ c2 ' e,3 Phone (904) 247 -5826 • Fax (904) 247 -5845 0/11 ` 9 E -mail: building- dept @coab.us Date routed: City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: , Gam' r -�d D - • ent review required Yes No ' P lannin• & Z•.• Applicant: . - �' a(1/24-..5 a(1/24-..5 !� ✓ � T g Administrator Project: J i/ / 7 ?// ,4 J�7 (, J A Publ j &ofks L blic Utilitie' Public Safety Fire Services Rpm 66 * -- 1,-:;.,, ", t Airli i k Nt-d ie t: ad :,:L-,..,''.:1,:—.,. v . 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: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: Date: � - i / "t TREE ADMIN. Second Review: A roved as revised. ❑ pp EDenied. PUBLICWo - Comments: • PUBLIC UTILITI PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ['Denied. Comments: Reviewed by: Date: Revised 05/14/09 . v .- / ,' *e CITY OF ATLANTIC BEACH 4 PUBLIC UTILITIES 1200 Sandpiper Lane t� ATLANTIC BEACH, FL 32233 (904) 270 -2535 or (904) 247-5874 NEW WATER/SEWER TAP REQUEST Date: g-/ Project Address: 9' &/ 3/Z+d No. of Units: / C.omrnercial Residential / Multi- Family New water Tap(s) & Meter(s) Meter Size(s) 3 /¢ " New Irrigation Meter Upgrade Existing Meter from ; — to _ (size) New Connection to City Sewer 17 Name: Applicant Address: City: State: Zip: Phone Number: Cell Number: Email Address Fax: _._ Signature: (MPl) CITY STAFF USE ONLY Application# 3 . Water Sygern Development Chi $ 4 l'/D 0t Sewer System Development Charge $4-, 050, 0 Water Meta Only $� Water Meter Tap $ / g'S, 60 Sewer Tap $� Cross Connection $ ,1?), 00 Other TOTAL £ s"f 00 (notes) APPROVED: __■ — V/40 (Utility Director • 4ztkartr" . ! e) ALL TAP REOUEST MUST RE APPROVED RY IITLIMS DEPARTMENT BEFORE' FEES cAN REASSESSED rf.:v1j JMy. City of Atlantic Beach APPLICATION NUMBER Building Department 6 (To be assigned by the Building Department.) r 800 Seminole Road Atlantic Beach, Florida 32233 -5445 Phone (904) 247 -5826 • Fax (904) 247 -5845 E s» Q E -mail: building- dept @coab.us Date routed: 9 7 /1 City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 91 al , : � ST D : • ent review re • uired Yes No Applicant: 15g. a-6 Tkr j Plannin• & ..' g re- : • •• •nistrator Project: vied I m7'I ,�i7,fi 0, Ai, , Pu.I. Public Safety Fire Services _- �. `t S' � �` .; '�` rT7�D ,� 'a dl"i�t i � ��I �f .�:- E i�y�`u � 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: ❑Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: 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 *1•Aj‘j.l. City of Atlantic Beach J APPLICATION NUMBER � j Building Department 6 n (To be assigned by the Building Department.) -" 800 Seminole Road L ;� Atlantic Beach, Florida 32233 -5445 1/ Phone (904) 247 -5826 • Fax (904) 247 -5845 tY E -mail: building- dept @coab.us Date routed: 9/9// / Ci web -site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 969 10 ; O' ,- "� D - • ent review required Yes No P ' Bu • • -------, / P lannin & ►/ Applicant: ,: _ �' ai``;fS //a 6-) ✓ X 7` �.9 ,/�� ,t re 'nistrator Project: jfk �2i/ .//J /S Public 4 x4 / / bli c U Public Safety Fire Services p a a ; ;r F z ckm dX . ia 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: i►A pproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING & ZONI ■ t. Reviewed by: as24-4,41-.6 Date: ? / 2 1 2 - 0 /, TREE ADMIN. Second Review: Approved as revised. EDenied. 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 J •sv, r City of Building Atlantic Beach APPLICATION NUMBER S ` ' y , (To be assigned lding Department.) -- 800 Seminole Road `/ by the Building Atlantic Beach, Florida 32233 -5445 Phone (904) 247 -5826 . Fax (904) 247 -5845 ` q q -.r ri, v'' E -mail: building- dept @co ab.u s Date routed: 9/ / // City web -site: http: / /www.coab.us / APPLICATION REVIEW AND TRACKING FORM Property Address: I' Gam , if el s D , - • ent review required Yes No Bu' •' -. Applicant: 4t" aUALS / //a 6- :T7i- i PIS a s s -, / re nistrator Project: J ?/kW I rn"'/v / /fl r' h f 4 _Pu Ib is VVoFk4 / / L cblic Utilities Public Safety Fire Services ReYI!®'II* f£@ ry 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: ['Approved. Denied. (Circle one.) Comments: BUILDING / PLANNING & ZONING Reviewed by: - Date: 'Aril) TREE ADMIN. Second Review: USIApproved as revised. ❑Denied. PUBLIC WORKS Comments: • PUBLIC UTILITIES Reviewed : Date: g PUBLIC SAFETY by / / J FIRE SERVICES Third Review: Ap proved as revised. ❑ Denied. Comments: Reviewed by: Date: Revised 05/14/09 bd y �o �1y 1 - • 0 0 - -— ooJO' -wN— i O' U.- wN••-' t'l A p, p • N O . 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''c3 CD p., 0.• o n to .C.D. , N n � 0- � C w rm v v�' Cr w O O ..1 .O y O d O C ' n 5' a g CD n A.. 0 • 0 • CD . ,100A-08 t LOR.IDA ENE I CY EFFICIENCY CODE FOR BUILDING. COWS RUCZ IQN Florida Department of Community Affairs Residential Performance Method A Project Name: Hab Bchs 1 Story 5 Bedroom Attached Builder Name: Habitat For Humanity Beaches Street: Q P S _te 5'6% 7 i-V Permit Office: Duval City, State, Zip: Atlantic Beach , FL , 32233- Permit Number: Owner: Habitat For Humanity Beaches Jurisdiction: 261300 Design Location: FL, Jacksonville 1. New construction or existing New (From Plans) 9. Wall Types(1376.0 sqft.) Insulation Area 2. Single family or multiple family Multi- family a. Frame - Wood, Exterior R =11.0 904.00 ft' b. Frame - Wood, Common R =11.0 472.00 ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 5 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1509.0 sqft.) Insulation Area 6. Conditioned floor area (ft') 1509 a. Under Attic (Vented) R =30.0 1509.00 ft' b. N/A R= ft' 7. Windows(140.7 sqft.) Description Area c. N/A R= ft' a. U- Factor: Dbl, U =0.35 140.70 ft' SHGC: SHGC =0.33 11. Ducts b U- Factor: N/A f' a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 297.8 ft' SHGC: 12. Cooling systems c. U- Factor: N/A fe a. Central Unit Cap: 30.0 kBtu/hr SHGC: SEER: 14 d. U- Factor: NIA ft' 13. Heating systems SHGC: a. Electric Heat Pump Cap: 30.0 kBtu/hr e. U- Factor: N/A ft' HSPF: 8 SHGC: 14. Hot water systems 8. Floor Types (1509.0 sqft.) Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R =0.0 1509.00 ft' EF: 0.92 b. N/A R= fP b. Conservation features c. N/A R= ft2 None 15. Credits None Glass /Floor Area: 0.093 Total As -Built Modified Loads: 28.51 PASS Total Baseline Loads: 35.20 I hereby certify that the plans and specifications covered by Review of the plans and = * .i THE ST 'i .T .` -, this calculation are in compliance with the Florida Energy specifications covered by this /'ti •y 6 :; p Code. calculation indicates compliance `�� '� _ = a , I ov t F' i with the Florida Energy Code. ��'�� 1 S • PREPARED BY: __ ____ Before construction is completed .:. °' DATE: _ _ ____ _ this building will be inspected for = d compliance with Section 553.908 ;: , ",. ,*. I hereby certify that this building, as signed is in compliance Florida Statutes. 4• ; with the Florida Energy Code. � , ( '' .C p H � D � OWNER/AGENT:- A2,5ziy...__T__ OFFICIAL: _ ` DATE: -- (7 q - - -- - _ DATE: 1 ? - /0 1- // r 1 .,;,„_,_ ��.� COPY �, �, Y. •^stir h.t. . ;. ✓P c'^wq ..'''''' ''' A v`; ''''' • 9/9/2011 1:16 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 DOORS # Ornt Door Type Storms U -Value Area 1 E Wood Metal 0.36 20.09999 2 N Wood None 0.460000 19.75 ft' WINDOWS Orientation shown is the entered, asBuilt orientation. / Overhang V # Ornt Frame Panes NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 S Wood Low -E Double Yes 0.35 0.33 N 30 ft' 1 ft 0 in 1 ft 0 in HERS 2006 None 2 N Wood Low -E Double Yes 0.35 0.33 N 15 ft' 1 ft 0 in 1 ft 0 in HERS 2006 None 3 N Wood Low -E Double Yes 0.35 0.33 N 15 ft' 1 ft 0 in 1 ft 0 in HERS 2006 None 4 E Wood Low -E Double Yes 0.35 0.33 N 15 ft' 1 ft 0 in 1 ft 0 in HERS 2006 None 5 E Wood Low -E Double Yes 0.35 0.33 N 15 ft' 1 ft 0 in 1 ft 0 in HERS 2006 None 6 E Wood Low -E Double Yes 0.35 0.33 N 15 ft' 1 ft 0 in 1 ft 0 in HERS 2006 None 7 E Wood Low -E Double Yes 0.35 0.33 N 15.29999 1 ft 0 in 1 ft 0 in HERS 2006 None 8 S Wood Low -E Double Yes 0.35 0.33 N 20.39999 4 ft 0 in 1 ft 0 in HERS 2006 None INFILTRATION & VENTING - - -- Forced Ventilation - - -- Run Time Fan V Method SLA CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Watts Default 0.00036 1425 7.08 78.2 147.1 0 cfm 0 cfm 0 0 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 14 30 kBtu /hr 900 cfm 0.75 sys #1 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 8 30 kBtu /hr sys #1 HOT WATER SYSTEM V # System Type EF Cap Use SetPnt Conservation 1 Electric 0.92 40 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' 9/9/2011 1:19 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 , , 1100A -08 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: el e $- Q Srj._ (�,. s ri- PERMIT #: A tlantic Beach, FL, 32233- Mat INFILTRATION REDUCTION COMPLIANCE CHECKLIST t COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum: .3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. Exterior & Adjacent Walls N1106.AB.1.2 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top /bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors N1106.AB.1.2 Penetrations /openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106.AB.1.2 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi -story Houses N1106.AB.1.2 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS I SECTION REQUIREMENTS ' CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N1112.ABC.3 Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non- commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R -6 min. insulation. • HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both N1102.B.1.1 sides. Common ceiling & floors R -11. 9/9/2011 1:19 PM EnergyGauge® USA - FlaRes2008 Page 5 of 5 EN ERGY P Ef FO RMAN GE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 81 The lower the EnergyPerformance Index, the more efficient the home. , Atlantic Beach, FL, 32233- 1 New construction or existing New (From Plans) 9. Wall Types Insulation Area 2 Single family or multiple family Multi- family a. Frame - Wood, Exterior R =11.0 904.00 ft' b. Frame - Wood, Common R =11.0 472.00 ft' 3 Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 5 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (W) 1509 a. Under Attic (Vented) R =30.0 1509.00 ft' b. N/A R= ft2 7. Windows" Description Area c. N/A R= ft a. U- Factor: Dbl, U =0.35 140.70 ft' SHGC: SHGC =0.33 11. Ducts b U- Factor: N/A f a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 297.8 ft SHGC: 12. Cooling systems c U- Factor: N/A ft2 a. Central Unit Cap: 30.0 kBtu /hr SHGC: SEER: 14 d. U- Factor. N/A ft' 13. Heating systems SHGC: a. Electric Heat Pump Cap: 30.0 kBtu /hr e U- Factor: N/A ft' HSPF 8 SHGC: 14. Hot water systems 8 Floor Types Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R =0.0 1509.00 ft' b. N/A R= ft' EF: 0.92 b. Conservation features c N/A R= ft' None 15. Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building , .• :ENE ST. Construction through the above energy saving features which will be installed (or exceeded) 01..- .T F •'• in this home before final inspection. Otherwise, a new EPL Display Card will be completed `40 i --� ", t'�-.• f � :n.e. based on installed Code compliant features. ,,,,,, rr : , i'v„,.a , ,. o I. Builder Signature: / Date: q_ 7::. // �' l Address of New Home: C 3JQ - /' , - v"`!l City /FL Zip: iOrr1 g J FL : '-r '.c 'Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487 -1824. — Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 1 Story, 5 Bedroom Attached Single Family HVAC Load Calculations for Habitat For Humanity Beaches 1671 Francis Avenue Atlantic Beach, FL 32233 ,, ..r. 1 -t j 1 ' A I F ) . j j , 1 ("" RESIDENTIAL " 1_ 4 1 \...---.' HVAC LOADS Prepared By: Jim Williams Home Energy Services 2080 Davis Rd. Jacksonville, FI. 32218 904 757 -3569 Friday, September 09, 2011 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. • Residential & Light Commercial HVAC Loads Elite Software Development, Inc. ,,ome Energy Services 1 Story, 5 Bedroom Attached Single Family Jacksonville, FL 32218 G Page 3 Miscellaneous Report System 1 Main Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 32 29.92 80% n/a 72 n/a Summer: 94 77 47% 50% 75 48.06 Duct Sizing Inputs Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.01000 0.01000 Pressure Drop: 0.1000 in.wg. /100 ft. 0.1000 in.wg. /100 ft. Minimum Velocity: 550 ft. /min 450 ft. /min Maximum Velocity: 600 ft. /min 750 ft. /min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.350 AC /hr 0.350 AC /hr 70 CFM 70 CFM Infiltration Actual: 0.350 AC /hr 0.350 AC /hr Above Grade Volume: X 12,062 Cu.ft. X 12,062 Cu.ft. 4,222 Cu.ft. /hr 4,222 Cu.ft. /hr X 0.0167 X 0.0167 Total Building Infiltration: 70 CFM 70 CFM Total Building Ventilation: 0 CFM 0 CFM - -- System 1 - -- Infiltration & Ventilation Sensible Gain Multiplier: 20.88 = (1.10 X 0.999 X 19.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 32.65 = (0.68 X 0.999 X 48.06 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 43.96 = (1.10 X 0.999 X 40.00 Winter Temp. Difference) Winter Infiltration Specified: 0.350 AC /hr (70 CFM) Summer Infiltration Specified: 0.350 AC /hr (70 CFM) Duct Load Factor Scenarios for ystem 1 Attic Duct Duct Surface From No._ Type Description Location -_ Ceiling Leakage Insulation Area _ MDD 1 Supply Main Attic 16B 0.12 6 402 No 1 Return Main Attic 16B 0.24 6 149 No C:\ ... \HabBchs_lstory5BR_Lots96_98.rhv Friday, September 09, 2011, 1:12 PM ..c - Residential & Light Commercial HVAC Loads Elite Software Developm Inc. Home Energy Services 1 Story, 5 Bedroom Attached Single Family Jacksonville, FL 32218 G - - - Page 5 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 4A -6 -o: Glazing - Double pane low -e (e = 0.20 or less), 140.7 1,857 0 3,351 3,351 high performance, operable window, e =0.05 on surface 2, any frame, u -value 0.33, SHGC 0.33 111: Door -Wood - Panel With Metal Storm 40.2 578 0 434 434 128 -0sw: Wall- Frame, R -11 insulation in 2 x 4 stud 723.1 2,805 0 1,970 1,970 cavity, no board insulation, siding finish, wood studs 166 -30: Roof /Ceiling -Under Attic with Insulation on Attic 1196.8 1,532 0 2,068 2,068 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R -30 insulation 22A -ph: Floor -Slab on grade, No edge insulation, no 114 6,193 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil Subtotals for structure: 12,965 0 7,823 7,823 People: 5 1,000 1,150 2,150 Equipment: 0 4,700 4,700 Lighting: 0 0 0 Ductwork: 6,014 1,291 6,335 7,626 Infiltration: Winter CFM: 70, Summer CFM: 70 3,091 2,297 1,470 3,767 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Total Building Load Totals: 22,070 4,588 21,478 26,066 Check Figures Total Building Supply CFM: 977 CFM Per Square ft.: 0.648 Square ft. of Room Area: 1,509 Square ft. Per Ton: 695 Volume (ft of Cond. Space: 12,062 Building Loads Total Heating Required Including Ventilation Air: 22,070 Btuh 22.070 MBH Total Sensible Gain: 21,478 Btuh 82 % Total Latent Gain: 4,588 Btuh 18 % Total Cooling Required Including Ventilation Air: 26,066 Btuh 2.17 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent Toads according to the manufacturer's performance data at your design conditions. C:\ ... \HabBchs_lstory5BR_Lots96_98.rhv Friday, September 09, 2011, 1:12 PM • Residential & Light Commercial HVAC Loads Elite Software Development, Inc. rtome Energy Services 1 Story, 5 Bedroom Attached Single Family Jacksonville FL 32218 page 7 System 1 Room Load Summary Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM -- -Zone 1--- 1 Living 248 4,054 82 2 -7 470 5,519 1,186 251 251 2 Kitchen 99 0 0 1 -6 601 2,596 200 118 118 3 Bath 1 69 0 0 0 -0 0 0 0 0 0 4 Laundry 77 0 0 0 -0 0 0 0 0 0 5 Bath 2 66 0 0 0 -0 0 0 0 0 0 6 Owner's Bedroom 165 2,187 44 1 -5 485 1,452 224 66 66 7 Storage 21 946 19 1 -4 249 478 81 22 22 8 Hall 160 900 18 0 -0 0 589 81 27 27 9 Bedroom 2 138 4,154 84 1 -6 454 1,957 488 89 89 10 Bedroom 3 115 1,788 36 1 -5 563 1,688 183 77 77 11 Bedroom 4 109 1,894 38 1 -5 567 1,699 193 77 77 12 Bedroom 5 138 2,294 46 1 -5 631 1,892 244 86 86 13 Dining 104 3,853 78 1 -8 470 3,608 417 164 164 Duct Latent 1,291 System 1 total 1,509 22,070 446 21,478 4,588 977 977 System 1 Main Trunk Size: 18 in. Velocity: 553 ft. /min Loss per 100 ft.: 0.044 in.wg Cooling System Summary Cooling Sensible /Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.17 82% / 18% 21,478 4,588 26,066 Actual: 2.37 75% / 25% 21,300 7,100 28,400 Equipment Data Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: GSZ130301A* GSZ130301A* Indoor Model: ASPF183016E* Brand: GOODMAN, JANITROL, AMANA GOODMAN, JANITROL, AMANA DISTINCTIONS, EVERREST, 0 DISTINCTIONS, EVERREST, 0 Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 8.2 HSPF 14 SEER Sound: Capacity: 47 °F: 26,400 / 17 °F: 16,000 Btuh 28,400 Btuh Sensible Capacity: n/a 21,300 Btuh Latent Capacity: n/a 7,100 Btuh AHRI Reference No.: n/a 4248571 C:\ ... \HabBchs_lstorySBR_Lots96_98.rhv Friday, September 09, 2011, 1:12 PM residential & Light Commercial HVAC Loads Elite Software Development, Inc. ume Energy Services 1 Story, 5 Bedroom Attached Single Family Jacksonville, FL 32218 Page 9 Building Rotation Report (cont'd) Building Rotation Tonnage 2.31 - 2.30 - 2.29 2.28 2.27 - 2.26 - • 2.25 - c 0 a • 2.24 - 0 0 U 2.23 - 2.22 - 2.21 - 2.20 - 2.19 - 2.18' 2.17 West Northwest North Northeast East Southeast South Southwest Direction Front door Faces -- Building Net Tonnage C:\ ... \HabBchs_lstory5BR_Lots96_98.rhv Friday, September 09, 2011, 1:12 PM Julius Lee RE: 384899 - 1109 Coastal Bay Blvd. Boynton Beach, f 1.W3435 0 Site Information: q a w N c: C C ,_ Project Customer: BEACHES HABITAT Project Name: 384899 Model: 1 STORY 5 BED m - Lot/Block: Subdivision: . v n w 2 a Address: 96 - 98 W 3RD STREET a a City: DUVAL State: Florida t ` 1Y, c — a c c E Name Address and License # of Structural Engineer of Record, If there is one, for the uifyi� a 3 Name: Paine, Lawrence A., PE License #: 21475 > o , 2 Q € ❑ I Address: 319 Oglethorpe Blvd. s d co - City: St. Augustine State: Florida >s a x T ': N 6 p w u � i _ ,,,� t � G E u l In General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawir SSacSp� 1"" v Loading Conditions): I Q 2. — O --I Design Code: FBC2007/TPI2002 Design Program: MiTek 20/20 7.3 Zf E c c 4 < z Wind Code: ASCE 7 -05 Wind Speed: 120 mph Floor Load: N/A psf a 4 a, L • Roof Load: 32.0 psf ' E' -g r : u1 L d U This package includes 12 individual, dated Truss Design Drawings and 0 Additional DrawiQQ .. c t t Q ii With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer an isitigex sheet o. It conforms to 61G15- 31.003, section 5 of the Florida Board of Professional Engineers Rule _� 0 ; , Q v This document processed per section 16G15- 23.003 of the Florida Board of Professionals 5 IeL' i ❑ g. In the event of changes from Builder or E.O.R. additional coversheets and drawin miac�oS�r any o ` this coversheet. The latest approval dates supersede and replace the previous dill ingsE, ', E < No. Seal# Truss Name Date T. R. ,,, u ° > 1 _14896242 CJO1 1 8/23/011 ' n u r __ CO c Gc t -L' c c v 2 114896243 1 CJ02 8/23/011: t ro a_ 3 114896244 CJO3 8/23/011 v E o 00 < 4 1 14896 I CJO4 _ L8/23/011 L c E L �/ —= F- u L. 5 114896246 1 EJ01 1.8/23/01 6 j14896247 I EJ02 18/23/011... 7 114896248 IEJO3 8/23/011 8 114896249 i EJ04 1 8/23/011; '"`"'" 19 114896250 1 HJ01 8/23%011 10 114896251 HJ02 18/23/011 11 114896252 T01 G 18/23/011 L E C O P Y 112 114896253 ( T02 18/23/011 i 1 , ,, , ,idaw Jett ••..rr awa t.,N!i I MY#6b' 'PW 1/4^ The truss drawing(s) referenced above have been prepared by MiTek \\' 1 1 . � " 1 Industries, Inc. under my direct supervision based on the parameters \\`� s./1/4„. / , pro by Builders FirstSource (Jax). .. •�J,. ' ENS ' • . � %, Truss Design Engineer's Name: Julius Lee ' * ' No 869 ' * ' My license renewal date for the state of Florida is February 28, 2013. _ ' _ NOTE:The seal on these drawings indicate acceptance of — i. „ professional engineering responsibility solely for the truss STATE OF .�. • components shown. The suitability and use of this component .! ORIDPs.. '' 0 � � � for any particular building is the responsibility of the building '/; � � ��\ designer, per ANSI /TPI -1 Chapter 2. 1 / 111 i i i ►'A 23,2011 1 of 1 Julius Lee Truss Truss Type Qt Pl ..d9 CJO2 JACK 8 1 14898243 Builders FirstSource, Jacksonville, Fl 32244 Job Reference (optional) 7.250 s Nov 19 2010 MiTek Industries, Inc. Tue Aug 23 10:28:05 2011 Page 1 ID: hkKOfelE 2lgpng5M4ifE6FVsBiDmn54gW VgjR 1 kk412QiAyl ? ?n 1-4-0 I 3-n-0 3-0 -0 Scale = 1:9.5 3 4.00 t2 X N re 2 T1 \ )( B1 111 t 1 o z 2x4 = 4 Pi LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.20 Vert(LL) 0.01 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.13 Vert(TL) -0.01 2-4 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Weight: 11 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb /size) 3 =53 /Mechanical, 2= 194/0 -3 -8, 4= 14/Mechanical Max Uplift3= , 57(LC 4), 2=- 291(LC 4), 4= -44(LC 4) \ \\ \ \ `1 .. ((I � , / // Max Gray 3 =53(LC 1), 2= 194(LC 1), 4 =42(LC 2) \ \\\ • ..... 4 i ce/ FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. \ �ICENSF �� NOTES (8 -11) 0 34869 / . '‘ — 1) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =188; Cat. 11; Exp C; enclosed; MWFRS (low -rise) gable e fi — zone and C -C Exterior(2) zone; porch left and right exposed;C -C for members and forces & MWFRS for reactions shown; Lumber n — P • 4 DOL =1.60 plate grip DOL =1.60 — 4 • / • 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. — ! , 3) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0-0 wide will \ '•• STATE OF t . -- • fit between the bottom chord and any other members. 4) All bearings are assumed to be SYP No.2 . , •.. °RIOP. • ... 0 - ,s. 5) R to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 57 Ib uplift at joint 3, 291 Ib uplift at joint 2 / / / / ,kJ N(Al -• ` \\ \\ and 44 Ib uplift at joint 4. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 10) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 LOAD CASE(S) Standard August 23,2011 I ® W ARNING - Verify design parameters and READ NOTES ON TH76 AND INCLUDED NITER REFERENCE PAGE 1511 - 7473 BEFORE USE Design valid for use only with MiTek connectors. This design N based only upon parameters shown. and h for an individual building component. Applicability of design paromenters and proper incorporation of component 5 responsibility of building designer- not truss designer. Bracing shown Julius Lee s for lateral support of individual web members only. Additional temporary bracing to insure stability during construction 5 the responsibillity of the 1 109 Coastal Bay Blvd. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Boynton, FL 33435 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI /TPI1 Quality Criteria, DSB -89 and BCSI1 Building Component Safely Information available from Truss Elate Institute. 583 D'Onofrio Drive, Madison, WI 53719. Truss Truss Type Qt pl ..d9 CJO4 JACK 8 1 14896245 Job Reference (optional) Guilders FirstSource, Jacksonville, Fl 32244 7.250 s Nov 19 2010 MiTek Industries, Inc. Tue Aug 23 10:28:05 2011 Page 1 1 D: hkKOfelE 21gpng5M4ifE6FVsBiDmn54eGVp9R 1 kk412QiAyl ? ?m -1-4 -0 I 1 -4 -0 5-0-0 _ 3 ' Scale = 1:12.8 . 4.00 12 in T1 2 1 B1 '= 2x4 = 4 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.16 Vert(TL) -0.05 2-4 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Weight: 18 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5 -0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb /size) 3= 116 /Mechanical, 2= 249/0 -3-8, 4 =24 /Mechanical \ \` III) ( / / / / Max Horz 2= 157(LC 4) 1 / / Max Uplift 3=- 142(LC 4), 2=- 269(LC 4) \\ Max Gray 3= 116(LC 1), 2= 249(LC 1), 4 =72(LC 2) \\ S , Sic ��i� F �� ' oCEN4- ••�,(� !„ (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. . \` ■ NOTES (8-11) _ o 34869 / . - 1) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =18ft; Cat. 11; Exp C; enclosed; MWFRS (low -rise) gable eng — zone and C -C Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 — : It — 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - 4 1 1 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will — • � 1 fit between the bottom chord and any other members. .� STATE OF ` 4) All bearings are assumed to be SYP No.2 . • �\ •\ 5) Refer to girder(s) for truss to truss connections. ••• ' FL ORIOP • • 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =1b) 3 =14 a \ \• 2 =269. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. / /// / 1/ N AL `` , 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular budding is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 10) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 LOAD CASE(S) Standard August 23,2011 e I A ck WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design poromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Julius Lee is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 1 109 Coastal Bay Blvd. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Boynton. FL 33435 fabrication, quality control, storage, delivery, erection and brocing, consult ANSI /TPII Quality Criteria, 051 -89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison. WI 53719. Truss Truss Type Qty Ply ..•d9 EJ02 MONO TRUSS 2 1 4896247 Builders FirstSource, Jacksonville, Fl 32244 Job Reference (optional) 7.250 s Nov 19 2010 MiTek Industries, Inc. Tue Aug 23 10:26:06 2011 Page 1 ID: hkKOfelE4u WVEB? A6? Rn5k042kQk ?KidsVWASATQtJho_Ecyl ?' 1 1 -1-4 -0 1 4 -1 -19 7-0-0 1 -4 -0 4-1 -12 1 2 -10-4 1 4 Scale = 1:18.1 'i 4.00 1 2x4 11 3 ul IIII N 2 d 2x4 = 2x4 11 6 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.19 Vert(LL) -0.01 2-6 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.01 2 -6 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.10 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Weight: 25 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS All bearings Mechanical except (jt= length) 2= 4 -3-8, 6= 4 -3-8. Installation guide. (Ib) - Max Horz 2= 145(LC 4) \\\\ \ ` \ 1 1 1 (j f / y / Max Uplift All uplift 100 Ib or less at joint(s) 4 except 2=- 143(LC 4), 6=- 145(LC 4) \ / Max Gray All reactions 250 Ib or less at joint(s) 4, 2, 5 except 6= 264(LC 1) \ ? • S • \ , Z // // FOR (lb) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. \ \ \CEN$� •. � ,(� � WEBS 3- 6=- 220/401 ■ ` NOTES (8 -11) o 34869 / — 1) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =18ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) and C -C 1 Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 • % 1 -.- 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall b 2 -0 -0 wide will • fit between the bottom chord and any other members. T •. STAT OF 4) All bearings are assumed to be SYP No.2 . �1 • •. FC ORIO P• • • 0 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4 except (jt =lb) 2 =143 / 0 \ \ 6 =145. i, / / / /j • A' ( A` ; � ` \ �� 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. f V f 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 10) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 LOAD CASE(S) Standard August 23,2011 1 WARNING - Verify design Jy gn pnramctnrs and READ NOTES ON THIS AND INCLUDED .'eZITER REFERENCE PAGE M11-7413 BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paromenlers and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Julius Lee is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 1 109 Coastal Bay Blvd. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Boynton, FL 33435 fabrication, quality control, storage, delivery. erection and bracing, consult ANSI /TPII Quality Criteria, DSB -89 and BCSI1 Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719. Truss Truss Type Qty Ply ra EJ04 GABLE 4 1 14898249 Builders FirstSource, Jacksonville, Fl 32244 Job Reference (optional) 7.250 s Nov 19 2010 MiTek Industries, Inc. Tue Aug 23 10:28:07 2011 Page 1 ID:hk 4ug6U30Sy4LGZtzBPBv-_ hoaCW6dcJvyLYfF17FEsW91YJWmvw51XLXXm2y1 ??< I -1 -4 -0 I 7 -0-0 7 -an 1-4-0 7 -0-0 I Scale: 3/4 " =1' 2x4 II 2x4 II 6 7 5 2x4 I I a q • 3x4 % I 3 NI 4.00 12 ' ST3 MI ST2 ST1 2 _ 1 B1 — _ 11 1 0 9 8 2x4 = 5x8 I 2x4 II 2x4 II 2x4 II 1 7 -0 -0 7 -0 -0 I Plate Offsets (X,Y): 12:0- 3- 8,Edge1, )2:0- 5- 12,Edgej LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.09 Vert(TL) 0.00 1 n/r 90 BCLL 0.0 ' Rep Stress Ina YES WB 0.07 Horz(TL) -0.00 7 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Weight: 32 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. OTHERS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS All bearings 7 -0 -0. Installation guide. (Ib) - Max Horz 2= 131(LC 4) Max Uplift All uplift 100 Ib or less at joint(s) 8, 7, 11, 10, 9 except 2=- 154(LC 4) Max Gray All reactions 250 Ib or less at joint(s) 2, 7, 11, 10, 9 FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 4 -11 =- 179/295 NOTES (11 -14) 1) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =18ft; Cat. 11; Exp C; enclosed; MWFRS (low -rise) and C -C Exterior(2) zone;C -C for members and forces 8 MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/ - PI 1 -2002. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1 -4 -0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SYP No.2 . \\ \)))) I 11 / / 77 8) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building desi should v ca pacity \ \ \ •-• . k / /� of bearing surface. \ i 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 8, 7, 11, 10, 9 except ,.\CEN,SF ' � ,( � �� (jt =1b) 2 =154. 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) This manufactured product is designed as an individual building component. The suitability and use of this component for any O 34869 — particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 12) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) — ' 13) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beath, FL 33435 • / — LOAD CASE(S) Standard T STATE OF ` 0 ' •.FCORI ...•'' C\ \s, /,, / / N- 1 M, . August 23,2011 I ' design I WARRING - Verify rgn parameter an d READ NOTES ON THIS AND INCLUDED :NITER REFERENCE PAGE Sf11.7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design poramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Julius Lee is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 1 109 Coastal Bay Blvd. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Boynton, FL 33435 fabrication. quality control, storage, delivery, erection and bracing. consult ANSI /TPII Quality Criteria, DSB -89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. ITruss ITrussType Qty Ply • 99 I-IJ01 MONO TRUSS 14898250 2 1 Builders FirstSource, Jacksonville, Fl 32244 Job Reference (optional) 7250 s Nov 19 2010 MiTek Industries, Inc. Tue Aug 23 10:26:07 2011 Page 2 ID: hkKOfelE4ug6U30Sy4LGZt28PBv -_hoaC W XLXXm2yIrk LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8= 44(F =22, B =22) 9= 2(F =1, B =1) 10=- 125(F = -62, B = -62) 11= 10(F =5, B =5) 12=- 8(F =-4, B =-4) 13= 13(F = -14, B =27) 111111111/ \\ \` 1 / / �. S S./t - �ICENs • •C� o 34869 / 4 • T •. STATE OF • s F�ORIDP.•' �\,� %, / / S�� N I A` 1 � August 23,2011 • ® WARNING . Verify design pnranwtars and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIT 7473 BEFORE USE. f Design valid for use only with MiTek connectors. This design k based only upon parameters shown, and is for an individual building component. Applicability of design poramenfers and proper incorporation or component is responsibility of building designer - not truss designer. Bracing shown Julius Lee is for lateral support of individual web members only Additional temporary bracing to insure stability during construction i5 the responsibillity of the 1109 Coastal Bay Blvd. erector. Additional permanent bracing of the overall structure 5 the responsibility of the building designer. For general guidance regarding Boynton, FL 33435 fabrication. quality control, storage, delivery, erection and bracing, consult ANSI/M11 Quality Criteria, DSB -89 and BC5I1 Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719. Truss Truss Type Qty Ply ra HJ02 MONO TRUSS 2 1 14898251 Builders FirstSource, Jacksonville, Fl 32244 Job Reference (optional) 7.250 s Nov 19 2010 MiTek Industries, Inc. Tue Aug 23 10:28:08 2011 Page 2 I D: hkKOfelE StMyPs7FNd 1 pziERsgmTPji9TipTeLYAm ?H41Uyl ?%j LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8= 44(F =22, B =22) 9= 2(F =1, B =1) 10=- 125(F = -62, 8 = -62) 11= 10(F =5, B =5) 12=- 8(F =-4, B = -4) 13=- 28(F = -14, B = -14) \ \ \ \\ \11111 ///// // \.\\\ • S ./ / s... 4- �� ■ • .*' ' 0 34869 ':i T STATE OF .� s 7- 7 ; * ••.. GrA 1 / -I t • FLORID:.•' 0` ,� / S �O N'A I ` �� August 23,2011 I t WARNING - Verify derWgrt p ummel rs and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MTek connectors. This design s based only upon parameters shown. and k for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Julius Lee s for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 1 109 Coastal Bay Blvd. erector. Additional permanent bracing of the overall structure 5 the responsibility of the building designer. For general guidance regarding Boynton, FL 33435 fabrication. quality control, storage, delivery, erection and bracing, consult ANSI /TPIl Quality Criteda, DSB -89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719. Truss Truss Type Qty Ply .499 TO1G GABLE 4 1 14896252 Builders FirstSource, Jacksonville, Fl 32244 Job Reference (optional) 7.250 s Nov 192010 MiTek Industries, Inc. Tue Aug 23 10:26:09 2011 Page 2 NOTES (15 -18) ID: hkKOfelE4u w ?f0erxyl? %i 12) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2 -10d nails. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 Ib down and 131 Ib up at 7 -0 -0, 24 Ib up at 9 -0-12, 22 Ib up at 11 -0-12, 70 Ib down and 63 Ib up at 13 -0 -12, 70 Ib down and 63 Ib up at 15 -0 -12, 70 Ib down and 63 Ib up at 17 -0 -12, 70 Ib down and 63 Ib up at 19 -0-12, 70 Ib down and 63 Ib up at 21 -0 -12, 70 Ib down and 63 Ib up at 23 -0-12, and 70 Ib down and 63 Ib up at 25 -0 -12, and 1 Ib up at 25 -10 -8 on top chord, and 4 Ib down and 10 Ib up at 7 -0-0, 5 Ib up at 9 -0 -12, 6 Ib up at 11 -0-12, 75 Ib down and 42 Ib up at 13 -0-12, 75 Ib down and 42 Ib up at 15 -0 -12, 75 Ib down and 42 Ib up at 17 -0-12, 75 Ib down and 42 Ib up at 19 -0 -12, 75 Ib down and 42 Ib up at 21 -0 -12, 75 Ib down and 42 Ib up at 23 -0-12, and 75 Ib down and 42 Ib up at 25 -0 -12, and 7 Ib up at 25 -10-8 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 15) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 16) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 17) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 1- 3 =-54, 3- 36 = -54, 7- 36=- 114(F = -60), 2 -8 = -10 Concentrated Loads (Ib) Vert: 3= -51(B) 5= -70(B) 7 =1 8 =7 12 =-4(B) 11= -75(B) 4= -70(B) 37 =2(B) 38 =5(B) 39= -70(B) 40= -70(B) 41= -70(B) 42= -70(B) 43= -70(B) 44 =2(B) 45 =2(B) 46=-75(B) 47=- 75 75 (B)49=- 75(B)50= 75(B)51= -75(B) \ \ ��111 11 ►// //, \ \��ss.k ' % ,.` ,J� ' ocm . • <. � / * No 34869 * - �O STATE OF ,_ i �,1 FLORIDP •' O� / S "O N1A\ . : t \\ i (, GtA . . . . 6 August 23,2011 t WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED 3fITER REFERENCE PAGE MII7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown. and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Julius Lee is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 1 109 Coastal Bay Blvd. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Boynton, FL 33435 m fabrication, quality control, storage. delivery, erection and bracing, consult ANSI /TPI1 Qusllty Criteria. DSB -89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison. WI 53719. n � D CO „, J ►,1,� III z n X m NI p 4 W N 1D ff Q x) m O Q = N -' 5. c o 1a 0 Cr D -0 5: ,L,. o a n - 0 -i 2.0Q D c m co n Z N! °cp �c<Q r �0�.3 may. oo � 0 a 0o o. 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H m m m s o -o o s a g °- 0 `22. o m v- m m 0 m m� `< Q - a c o m a g 7„ 3 o ' 3 0 o n o a o0° ' m m C mrn R j o �. �: Z 3 H �_ a O n 0 p _ " O • S 3 7 C6 o m N ( a `V < m 13 0 O 2 F of 0 ° 0 o o 0 a o • c o o a o5 c n a 3 = ° o - ] m 00 +!. 00 �0 o oa a a N m 5 -90 3 a m 0 o R 3 j mm mmo sir o w m ' O m m m ° a ' 'o mm CD o a N m o z ti O 6 • 0 a P-2 0 70 3 m, 3=a c R (D 3 11 0 3 - August 10, 2010 T -BRACE / I -BRACE DETAIL WITH 2X BRACE ONLY ST - T -BRACE 2 11 1 11 0D MiTek Industries, Chesterfield, MO Page 1 of 1 Note: T- Bracing / I- Bracing to be used when continuous lateral bracing , , is impractical. T -Brace / I -Brace must cover 90% of web length. W lJ In Note: This detail NOT to be used to convert T -Brace / I -Brace MiTek Industries, Inc. webs to continuous lateral braced webs. Nailing Pattern T-Brace size Nail Size Nail Spacing Brace Size for One -Ply Truss 2x4 or 2x6 or 2x8 10d 6" o.c, Specified Continuous Rows of Lateral Bracing Note: Nail along entire length of T -Brace / I -Brace (On Two -Ply's Nail to Both Plies) Web Size 1 2 2x3 or 2x4 2x4 T -Brace 2x4 I-Brace 2x6 2x6 T -Brace 2x6 I-Brace 2 x8 2x8 T -Brace 2x8 I -Brace Nails Brace Size \ \\ for Two -Ply Truss `� ` �' Specified Continuous Rows of Lateral Bracing \\ SPACING Web Size 1 2 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace WEB 2x6 2x6 T -Brace 2x6 I -Brace 2x8 2x8 T -Brace \\ ` 2x8 1-Brace T -Brace / I -Brace must be same species \ � T - BRACE and grade (or better) as web member. \ \ --- /:::) \ 0+111111 //, L +GENS F •. F., --, N * ' Nv 34869 ' Nails Section Detail T -Brace _ �, — • 0 . • 6/22/11 Web f STATE OF - F LORIDP. • �Cy \ • �� • Nails / / / / / s/0 /11110‘ \ ' Ai. \\``\\ Ne 1109 COASTAL BAY Web a� I -Brace BOYNTON BC, FL 33435 "'Fa Nails/ ' JANUARY 1, 2009 LATERAL TOE -NAIL DETAIL ST TOENAIL_SP 1 II WILD I � NOTES: MiTek Industries, Chesterfield, MO Page 1 of 1 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER 1 AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH OF THE WOOD. ALLOWABLE VALUE SHALL THE 3. BE LESSER VALUE OF THE TWO SPECIES MiTek Industries, Inc. FOR MEMBERS OF DIFFERENT SPECIES. TOE -NAIL SINGLE SHEAR VALUES PER NDS 2001 (lb/nail) THIS DETAIL APPLICABLE TO THE DIAM. SYP DF HF THREE END DETAILS SHOWN BELOW SPF SPF -S Z .131 88.0 80.6 69.9 68.4 59.7 O .135 93.5 85.6 74.2 72.6 63.4 VIEWS SHOWN ARE FOR in .162 108.8 99.6 86.4 84.5 73.8 ILLUSTRATION PURPOSES ONLY ri Z .128 74.2 67.9 58.9 57.6 50.3 O J .131 75.9 69.5 60.3 59.0 51.1 N .148 81.4 74.5 64.6 63.2 52.5 SIDE VIEW ri 3 NAILS VALUES SHOWN ARE CAPACITY PER TOE -NAIL. ,- NEAR SIDE WI APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. lail NEAR SIDE EXAMPLE: III NEAR SIDE (3) - 16d NAILS (.162" diam. x 3.5 ") WITH SPF SPECIES BOTTOM CHORD For Toad duration increase of 1.15: 3 (nails) X 84.5 (lb/nail) X 1.15 (DOL) = 291.5 lb Maximum Capacity 1\ ANGLE MAY \ ANGLE MAY \ ANGLE MAY VARY FROM 30 °TO 60° 1 VARY FROM ,30RO6OM -- 45.00 ° `30 ° TO 60° 1 7 ' 45.00° " 45.00° 7 1 A \ \ ��1111111,,, � . oCENS ' <� � - * , ; N 34869 - 0 I / p - 6/22/ � ( .4i W STAT OF �� .'•.F CORIDP.• ' �y� � 1109 COASTAL BAY BOYNTON BC, FL 33435 JANUARY 20, 2011 STANDARD PIGGYBACK TRUSS CONNECTION DETAIL ST - PIGGY LiILJ CRS MF Industries, Chesterfield, MC MAXIMUM WIND SPEED = REFER ER TO NOTES D D AND AND OR E MAX MEAN ROOF HEIGHT = 30 FEET MAX TRUSS SPACING = 24 " O.C. CATEGORY 9 BUILDING EXPOSURE B or C a ASCE 7-02, ASCE 7 -05 DURATION OF LOAD INCREASE : 1.60 MiTek Industries, Inc. DETAIL IS NOT APPLICABLE FOR TRUSSES TRANSFERING DRAG LOADS (SHEAR TRUSSES). ADDITIONAL CONSIDERATIONS BY BUILDING A - PIGGBACK TRUSS, REFER TO MITEK TRUSS DESIGN DRAWING. ENGINEER /DESIGNER ARE REQUIRED. SHALL BE CONNECTED TO EACH PURLIN B - BASE TRUSS, REFER TO TRUSS DESIGN WITH (2) 0.131" X 3.5" TOE NAILED. E —\ C - PURLINS AT EACH BASE T USS JOINT AND A MAX UM 24" O.C. UNLESS SPECIFIED CLOSER ON MITEK TRUSS DESIGN DRAWING. A — CONNECT TO BASE TRUSS WITH (2) 0.131' X 3.5" NAILS EACH. \ 0 - 2 X X 4' -0" SCAB, SIZE AND GRADE TO MATCH TOP CHORD OF PIGGYBACK TRUSS, ATTACHED TO ONE FACE, CENTERED ON SCAB MAY BE OMITTED PRO PROVIDED THE TOP CHORD SHEATHING k IS CONTINUOUS OVER INTERSECTION AT LEAST 1 FT. IN BOTH ■_ _ DIRECTIONS AND: ■ 1. WIND SPEED OF 90 MPH OR LESS FOR ANY PIGGYBACK SPAN, OR ' N®t►� 2. WIND SPEED OF 91 MPH TO 140 MPH WITH A MAXIMUM ,— ® � I � j � i '�� ®— �� ®�� /�� PIGGYBACK SPAN OF 12 ft. 44404 E - FOR WIND SPEEDS BETWEEN 101 AND 140 MPH, ATTACH ■ MITEK 3X8 20 GA Nail -On PLATES TO EACH FACE OF TRUSSES AT C 72" O.C. W/ (4) 0.131 "X 1.5" PER MEMBER. STAGGER NAILS FROM , ! } OPPOSING FACES. ENSURE 0.5" EDGE DISTANCE. I (MIN. 2 PAIRS OF PLATES REG. REGARDLESS OF SPAN) / B / D WHEN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EXISTS: REPLACE TOE NAILING OF PIGGYBACK TRUSS TO PURLINS WITH Nail -On �'�\ PLATES AS SHOWN, AND INSTALL PURLINS TO BOTTOM EDGE OF BASE 7 40„,,,,,.,, � �`� I �_ TRUSS TOP SPECIFIED SPACING SHOWN ON BASE �1 `\ TRUSS MITEK K DESIGN GN N DRAWING. \\ \ ` i \ CI \ SCAB CONNECTION PER — � , ► .� NOTE D ABOVE � � ill -4 Z� l �/ �II\II\\� ='4� i\ \ '' \ This sheet is provided as a Piggyback connection � v- ' , FOR ALL WIND SPEEDS, ATTACH MITEK 3X6 20 GA Nail -On PLATES TO detail only. Building Designer is responsible for all \ EACH FACE OF TRUSSES AT 48" O.C. W/ (4) 0.131" X 1.5" PER MEMBER. permanent bracing ner standard engineering \ STAGGER NAILS FROM OPPOSING FACES ENSURE 0.5" EDGE DISTANCE. refer to BCSI for general guidance on lateral estraint or `\ \ and diagonal bracing requirements. , t) I I f l 1 / VERTICAL WEB TO \�\ i, EXTEND THROUGH F LARGE CONCENTRATED LOADS APPLIED . ��\ \ v5 S. 1 / �i � BOTTOM CHORD TO CAP TRUSS REQ A VERTICAL WEB: ' J � \CENSF � \, ▪ ' •� OF PIGGYBACK 1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS MUST MATCH IN SIZE, GRADE, AND MUST LINE UP ∎ * : ' * .. AS SHOWN IN DETAIL. N �. 34869 2) ATTACH 2 x x 4' -0" SCAB TO EACH FACE OF SPACED 4" O.C. FROM EACH O FACE.. (SIZE AND GRADE NAILS TO MATCH I ii STATE - • VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) _ 6/22/11 LL! (MINIMUM 2X4) O zu \ 3) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM .. STATE OF ,� CONCENTRATED LOAD OF 4000 LBS ( @1.15). REVIEW � F L ORION. • j • i \ ■ vial BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS GREATER THAN 4000 LBS. / / j S N • .. • ! ,..„\--- ` \ ' R PIG 1/ RI 4) N R OFP YS OF PIGGYBACK GGYBACK TRUSS USS T O MATCH BASE TRUSS. 7�7/ N I A` ,,T,i \ \ \ 5) CONCENTRATED LOAD MUST BE APPLIED TO BOTH 110 9 COASTAL BAY THE PIGGYBACK AND THE BASE TRUSS DESIGN. BOYNTON BC, FL 33435 JANUARY 1, 2009 Standard Gable End Detail ST -G E 140 -001 BALD _ Typical x4 L -B MiTek Industries, Chesterfield, MO race Nailed To 2x Verticals W /10d Nails, 6" o.c. V- � Vertical Stud n ` \ ` DI AGONAL BRACE MiTek Industries, Inc. ` CTION B -B 16d Common DIAGONAL BRACE - ce , Wire Nails a O.C. MAX Spaced 6" o.cn : TRUSS GEOMETRY AND CONDITIONS s into 2x6 .', 2x6 Stud or SHOWN ARE FOR ILLUSTRATION ONLY. on 2:: of better git Typical ontal Brace i Nailed To 2x_ Verticals t,i 12 Varies to Common Truss SECTION A A 2x4 \ Sty w�(4) -tOd Common Nails " " " " " " " " " " " " " "" SEE INDIVIDUAL MITEK ENGINEERING PROVIDE 2x4 BLOCKING BETWEEN THE FIRST DRAWINGS FOR DESIGN CRITERIA TWO TRUSSES AS NOTED. TOENAIL BLOCKING * * 'u TO TRUSSES WITH (2) - 10d NAILS AT EACH END. I � .1 3x4 = ATTACH DIAGONAL BRACE TO BLOCKING WITH TH ( - 10d COMMON WIRE NAILS. rN / / /// ��AVAN� %" %"i --, (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 NOTE: 2 Max Roof Sheathin. 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. — MI MI 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND �'� % "�� / WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 1.-3" (2) 1 I � ��• ` 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT Max. BRACING OF ROOF SYSTEM. �. � , (2) - 10d NAILS 4. "L" BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES: 1x4 SRB ��' OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6" O.C. X 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF 0 __, 1 ONS U AT 4' -0" O.C. �� /TCUS " -s @ 24" O.C. DIAPHRAM 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6" O.C. HORIZONTAL L � b BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. ATTACH TO VERTICAL STUDS WITH (4) 10d NAILS THROUGH 2x4. (REFER TO SECTION A -A) Diag. Brace / a DIAGONAL BRACE SPACED 48" O.C. 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS L/240. 1 � ATTACHED TO VERTICAL WITH (4) -16d 9. DO NOT USE OES NOT APPLY TO BO TOM CHORD GABLES STRUCTURAL XT TO SCISSOR iftneedednt ' ` � TO BLOCKING WITH COMMON WIRE NAIL( N �d COMMONS. TYPE TRUSSES. End Wail ,` HORIZONTAL O IZONTAL BRACE 2 DIAGONAL (SEE SECTION A -A) Minimum Stud Without 1x4 2x4 DIAGONAL BRACES AT I I I 1 1 Stud Size Spacing Brace L -Brace L -Brace BRACE � \ / / ��i Species 1/3 POINTS �� vs i < `S k i� / �� ` J ' CEN and Grade Maximum Stud Length 2x4 SPF Std /Stud 12" O.C. 3-10-1 3-11-7 5 -7 -2 7-8-2 11-6-4 2x4 SPF Std /Stud 16" O.C. 3 -3 -14 3 -5 -1 4 -10 -2 6 -7 -13 9 -11 -11 * NI - 34869 * ` 2x4 SPF Std /Stud 24" O.C. 2 -8 -9 2 -9 -8 3 -11 -7 5 -5 -2 8 -1 -12 _- "1J ' I r $411 < Diagonal braces over 6' -3" • require a 2x4 T -Brace attached to ' w one edge. Diagonal braces over 12' -6" require 2x4 l- braces � STATE OF � attached to both edges. Fasten T and 1 braces to narrow edge • �i LOR►D \ of web with 10d common wire nails 8in o.c., with 3in minimum F P ' �` end distance. Brace must cover 90% of diagonal length. / / I If�AxlMitna wIN� Sal Fn +4n P� ta I / / /S �N - \ \ ` \ \ MAX MEAN ROOF HEIGHT = 30 FEET 1109 COASTAL BAY CATEGORY II BUILDING BOYNTON BC, FL 33435 EXPOSURE B or C ASCE 7 -98, ASCE 7 -02, ASCE 7 -05 STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. 6/22/11 DURATION OF LOAD INCREASE : 1.60 CONNECTION OF BRACING IS BASED ON MWFRS. NOTICE OF COMMENCEMENT • Permit No. iF 07 60,) $ i t'a 4 6 3 Tax Folio No. State of Florida County of Duval To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: Lot 6, Block 80, Section H as recorded on platbook 18, pq. 34 of the public records for Duval County, FI, together with that portion of the SE'h of Orchid St lying NW and adjacent thereto closed by ordinance #65 -88 -17 of the City of Atlantic Beach, FL. Address of property being improved: 96 & 98 3 Street., Atlantic Beach, FL 32233 General description of improvements: Construct residential attached single family houses 6 Owner: Habitat for Humanity of the Jacksonville Beaches w , Address: 1671 Francis Ave., Atlantic Beach, FL 32233 �. ; _ .. Owner's interest in site of the improvement: Fee Simple Titleholder (if other than owner): '�� I '1, Name: '. -- t h tk , m, Address: ,, �� „ * 4 Contractor: Habitat for Humanity of the Jacksonville Beaches Address: 1671 Francis Avenue, Atlantic Beach, FL 32233 Phone No.: 904 - 241 -1222 Fax No.: 904 - 241 -4310 Surety (if any): Address: Amount of bond $: Phone No.: Fax No.: Name and address of any person making a loan for the construction of the improvements: Name: Address: Phone No.: Fax No.: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Phone No.: Fax No.: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: Address: Phone No.: Fax No.: Expiration date of Notice of Commencement (the expiration date is one (1) year form the date of recording unless a different date is specified): 12/31/12 THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: d DATE: 5- Before me this' 4c 4-d, da of S ep +n''1 . , in the Comity of _Duval, St � to of Florida, has personally appeared I 'cL U.l $ • 1�,‘ A) let./ herein by Doc g 20 i . 1193265, urn BK 15703 Page 2185, himself/herself and affirms that all statements and declarations Number Pages: 1 Recorded 09/06/2011 at 11:21 AM, herein are true and accurate JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 1 1 1 .Lt ' 114 , • ary'• ublic at Large, State of F r'` " ' %y Count cNvAREEMAN (P y - co ' . ires: . �t Notary Public - State of Florida ersonalty Know Rklii _f',,: My Comm. Expirelg 10. 2013 Produced Identification: oir.:0% omm ss on DD 897794