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610 Orchid St 2012 new home I S%„1,y1' CITY OF ATLANTIC BEACH I 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Jf� )r� Application Number . . . . . 12-00001525 Date 10/25/12 Property Address . . . . . . 610 ORCHID ST Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES GEN 2F DISTRICT Application valuation . . . . 75000 ------------------------------------------------------------------------ Application desc NEW HOME ------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- BEACHES HABITAT BEACHES HABITAT PO BOX 50939 1671 FRANCIS AVENUE JACKSONVILLE BEACH ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 241-1222 (904) 241-1222 --- 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 . . 380 . 00 Plan Check Fee 190 . 00 Issue Date . . . . Valuation . . . . 75000 Expiration Date . . 4/23/13 ------------------------------------------------------------- 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. 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. Note on plans that drainage easement is private and will be PERMIT IgrWpk10L11&141MCN1 byA9Mn*V;WR WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. J 4 CITY OF ATLANTIC BEACH is1 s 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 �r Page 2 Application Number . . . . . 12-00001525 Date 10/25/12 ---------------------------------------------------------------------------- Special Notes and Comments Ensure sidewalk constructed with <0 . 2% slope towards street . (Detail shows slope away from street . ) 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE FOR AN APPROVED FINAL MECHANICAL A/C INSPECTION, A STICKER SHALL BE INSTALLED ON THE AHU TO VERIFY THAT DUCTS HAVE BEEN SEALED, A CERTIFICATION SHALL BE ON SIGHT FOR THE INSPECTOR STATING THAT THE A/C SYSTEM PASSED THE "AIR BLAST INSPECTION" FROM AND INDEPENDENT TESTING AGENCY. 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 5 . 70 DEV REVIEW-SINGLE & 2-FAM 50 . 00 ENG REV RESIDENTIAL BLD 100 . 00 STATE DBPR SURCHARGE 5 . 70 SEWER SDC-SYSTEM DEV CHG 4050 . 00 UTIL REV PRE APP >3 HRS 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 380 . 00 380 . 00 . 00 . 00 Plan Check Total 190 . 00 190 . 00 . 00 . 00 Other Fee Total 5636 .40 5636 . 40 . 00 . 00 Grand Total 6206 .40 6206 .40 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. •lIN^[`.v.I.R.`�^.eCTp•'V...:.h Y^�.•MY..�••.�:r'.Y1Y1.9: BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH FILE COPY 800 Seminole Road, Atlantic Beach, FL 32233 Office (904)247-5826 Fax (904) 247-5845- ob Address: (tel O 0-tA-A °� 5� , f}tl�+.�+� iRr,,_k 1 3t23 3 Permit Number: /C�- /5C ,egal Description ?Wy, !LS Parcel# 1-1090 - 002-c�, Floor Area o q. t. Sq.1,t 'aluation of Work Proposed Work heated/cooled 1� z3 non-heated/cooled 1-7 o 'lass of Work(circle one):, �NeAddition Alteration Repair Move Demolition pool/spa window/door se of existing/proposed structure(s)(circle one): Commercial en an existing structure,is a fire sprinkler system installed? (Circle one): es < ' N/A lorida Product Approval# or multiple products use product approval orm lescribe in detail the type of work to be performed: C-eg r\ r ti.` le V-65 roperty Owner Information: 7eL_ State' Zipu3 -Mail or Fax#(Optional) ontractor Information: ompany Name: i 1r Qualifying Agent: ddress: 11 LI I F ce s_ `f- City Atla.,f+z gre.se.r_L_ State Zip 3 2-2_3 3 ffice Phone x'10 4 - 24►- 12-2-2-- Job Site/Contact Number q o 4- 33L/- l i-v L Fax# 7 o q- 2.141- .ate Certification/Registration# rchitect Name&Phone# agineer's Name&Phone# L..a_.j FIFA.f+- 31 t 2.1 W? 9 DY - -7-11,-L 10 0 -e Simple Title Holder Name and Address onding Company Name and Address Eortgage Lender Name and Address plication is hereby made to obtain a permit to do the work and installations as indicated I certtfy that no work or installation has commenced prior to the uance of a permit and that all workwzll be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null d void if work is not commenced within six(6)month , or if construction or work is suspended or abandoned for a Penod of szx(ti)months at anytime after irk is commenced I understand that separate permits must be secured for Electrical World Plumbing,Signs, Wells,PooLr, Furnaces,Boilers,Heaters, inks and Air Conditioners,etc WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTWE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR EMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. :ere, certify that I have read and examined this plication and know the same to be true and correct. All provisions of laws and ordinances governing this �e ofywork will be complied with whether speci7ed herein or not. The granting of a permit does not presume to give authority to violate or cancel the oviszons of any other federal,state, or local law regulating construction or the performance of construction. gnature of Owner Signature of Contractor — int Name .i,�j�,„---........... Print Name . vorn to and subscribed before me Sworn to and subscribed before me is J Day of dCA Ltr 20 1 L this )I Day of Ocf.ber , 201t- Jl� f y t )tary Pub KYLZ MURRAY Notary Public 1AY C0&*A*8M f EE18M ri IAY �Y857Z3 EXpM8 Apd 02.2016 EXpREg AprN 02.2016 DO NOT WRITE BELOW - OFFICE USE ONLY Applicable Codes: 2010 FLORIDA BUILDING Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: /)';, ' Development Size Habitable Space Non-Habitable /9v Impervious area Miscellaneous Information Occupancy Group , Type of Construction_ Number of Stories Zoning District ,� G - Max. Occupancy Load Fire Sprinklers Required Flood Zone 1 Conditions/Comments: City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 1Z 2 Phone(904) 247-5826 Fax(904)247-5845 t r 1,l1>r E-mail: building-dept@coab.us Date routed: 12— E web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 0 DeC`hlh �� D ment review required Ye No B � Applicant: ?,f eM6 1�6 /�% (-Planning &Zon. ree Administrator Project: '�7 'e)q/1 , _mir ublic Wor u lic Utilitie ` Public Safety 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: roved. ❑Denied. (Circle Comments: (IBUILDI PLANNING &ZONING Reviewed by: Date: 0'c3 TREE ADMIN. Second Review: ❑Approved as revised. ❑Deni d. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 i� CITY OF ATLANTIC BEACH s PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 —will (904)270-2535 or(904) 247-5874 NEW WATER/SEWER TAP REQUEST Date:/o Project Address: 61D 51 No. of Units: Commercial Residential t/' Multi-Family 3 New Water Tap(s)& Meter(s) Meter Size(s) New Irrigation Meter Upgrade Existing Meter from to (size) New Connection to City Sewer 1/ Name: Applicant Address: City: Atlantic Beach State: Zip: Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) f CITY STAFF USE ONLY Application# / 2— /SZ 5— Water System Development Charge $ / 11C 00 Sewer System Development Charge $ USD. OCA Water Meter Only $ Water Meter Tap $ (notes) f Sewer Tap $ Cross Connection $ S01 OCA Other $ TOTAL APPROVED: 6�Z��e-L��� (UtilityDirector or Au orized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED �5 wif, City of Atlantic Beach APPLICATION NUMBER s� Building Department (To be assigned by the Building Department.) 800 Seminole Road OCT 7 2012 X Atlantic Beach, Florida 32233-5445 4- Z Phone(904)247-5826 Fax(904)247-5845 E-mail: building-dept@coab.usDate routed: � Z- Cityweb-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: C/2 Department review required Yes No B_lding-___, Applicant: `(6i (h�'5 / % Planning &Zoning ree Administrator Project: ublic works Public Utilities Public Safety 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: APPLICA STATUS Reviewing Department First Review: %PrApproved. ❑Denied. (Circle one.) Comments: BUILDING / PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. �S!5 Cy ents: UBLIC UTI �� PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 rsA N.�r,,, City of Atlantic Beach �r., , �T— ' "T APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 i 7 J IL /Z Z Phone(904) 247-5826 Fax(904)247-5845 'i ", E-mail: building-dept@coab.us Date routed: Z /Z City web-site: http://www.coab.us -__ APPLICATION REVIEW AND TRACKING FORM Property Address: �/�0-2-,;6 J- Department review required Yes No ., Builstin Applicant: (�/� j�?I% ' Planning &Zoning ree dministrator Project: �2 f i /� , / yy� ublic Works T-Rbblic Utilities Public Safety 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: Approved. ❑Denied. (Circle one.) Comments:„ r� O 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 07/27/10 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road /Z Atlantic Beach, Florida 32233-5445 Phone(904) 247-5826 Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: G 16,112 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �h�Q 7 Department review required Yes No r Building Applicant: A'?,f e1-2 A6�'S /­_/_y/ (' _:Planning &Zoni�ig ree dministrator Project: ublic works _ 6blic Utilities: !' Public Safety 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: 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 07/27/10 � Beaches �" ' ' Habitat forHumanRy° October 7, 2012 Mr. Mike Jones Building Inspector City of Atlantic Beach 800 Seminole Rd. Atlantic Beach, FL 32233 Mike, Attached are the following materials in support of Beaches Habitat application for a building permit for : 610 Orchid St., CAB 1) One (1) copy of the Building Permit Application 2) Two (2) copies of roof truss plans 3) Two (2) copies of HVAC Energy Sheets 4) Two (2) copies of the Florida Product Approval form 5) One (1) copy of recorded Notice of Commencement 6) One (1) copy of letter to Ms Kaluzniak regarding fire sprinkler& irrigation systems. 7) Five (5) copies of the Construction Management Plan 8) Two (2) copies of architectural plans 9) Two (2) copies of structural engineering plans 10)Five (5) copies of civil engineering plans Please let me know if any additional information is required. Thank you, Sincerely, Robert Peterson, Construction Manager 904.334.1202 attachments 1671 Francis Avenue,Atlantic Beach, FL 32233 • Office: (904) 241-1222 • Fax: (904) 241-4310 www.beacheshabitat.org NOTICE OF COMMENCEMENT ; •^�, :t �w�. > State of Tax Folio No. tr UP Y-1 County of _ \TWrZe`^ft'M1ar...::h l;a ry IfT� z 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: 4-v7 4 (b k a c le 12 8 ti �/J ' /�7�� Oyc:_ j21g7 orlrr pj26-e 5 Address of property being improved: dot`# La 01?CA."D s pct Su b i)i v;s,ah N,w. C<�?�,R op cRal l).5r General description of improvements: ea"4 D 3'j3z0l-a--,*\ .2 (.2TJ) 1d co & FT a SC Owner: �c1Ae),as 1/fi6,7N7 j ��: Hu.ri��.riy Address: /6 �/ Fl- I'S /N✓E 0�7fNr-��c Owner's interest in site of the improvement: \\ ee Sirnple Titleholder(if other than owner): \ Name: Contractor: f3P,4c-t S X, (3, Address: /6-7/ 7=rayu5 Ote A1rk4,171,c i3e,,-4 FZ. Telepbone No.: goy 23S S-171 Fax No: �76q 1 y l Surety(if any) Address: Amount of Bond$ Telephone 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: Telephone 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: Telephone No: Fax No: Expiration date of Notice of Commencement (the expiration date is one (1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: _ Date: Before Eellis Zo day of 1;e-4kg be(' in the County of Duval; State Doc#2012204934,OR BK 16077 Page 142, Of Florida,has personally appeared Number Pages: 1 Notary Public at Large,State Recorded 09;20/2012 at 12:33 PM, Aly commission expires: KYLE MURRAY JIM FULLER CLERK CIRCUIT COURT DUVAL Personally Known: 493 or COUNTY Produced Identification: RECORDING$10.00 oon� FILE COPS r cd0 u 0 On 0- o W it Q � U U N 5 c 3 o � b W � CL � O cd L Q 'C ° v O O .fl •� 'b u N Ln w w � "Z3 p 71 u �. A. to cd C M U C/1 U O Ozal bO�A O o —cn tju -S4 C cd O A f= O wtu SJ p ^d s0 v cl CIO "o Z �nxU �li3, QA. a. -u, �O r-- 00O� O O O cl Q A rn � � v as as Q w w w w W U z a Q 0 U � � y F■ � w w0 72 o � > > 0 0 O F- c Q � a � z u o ¢ a a H o to u u ° co U. U U O a? o y u ato Wb o m .m 64WU0� v, ° 0. -� cV ri rr W*)* �o [- oo C� -- a N r; v; 'o r- oo C, 7 " — — �• U - I AI I Q A a O M � N Q W F Q W F Q w O U W � x � F � a � � L=. O cl N cn •� x � F2W O � a � . W a �- a. � N a C,3 C. H o o oas U b i x ¢ a1v� Uu� wo X03 Hw c� Uv � Sao3N � xv o W W �. C7 '►Z U b � U •� �O 04 °� p W 12- �; fl E.. E Q o~G N a� cd b O � o •� c s � Z Q a� o x O cd V V C� L ici c� > Cdc ej ►� � -p � � � N a cid Q v N O NON C/� m Q U C " U rT+ � N M y cn �' M Q Q O U O U A. N O Q O� r � o. W o y bto to W N � 'o ...NNJ�?kMIB<Iwvv_+i.4a4w+M'�•IReJ{d.7./AMA.}} FORM 405-10 FILE C FLORIDA ENERGY EFFICIENCY CODE FOR BU - N. Florida Department of Business and Professional Regulation - Residen'ial erformance et ood� PrniPr:1 Name• 1 Ptnry.3 Berirnnm i9e. rhed Sinnle Family Builder Name' Hahttat Fnr Humanity Bearhec Street: /`�oV5� Permit Office: Desai City,State,Zip: ('rl MN rl l C ,, 3aa33 Permit Number: Owner: dMMeS H(' 1 Jurisdiction: A44&*c b"(1di Design Location: FL,Jacksonville 1. New construction or erosfing New(From Plans) 9. Well Types(1120.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a.Frame Wood,Exterior R-11.0 1120.00.0 b.NIA R= ft, 3. Number of units,if multiple family 1 c.NIA R= ft, 4. Number of Bedrooms 3 d.N/A R= ft' 5. Is this a worst case? No 10.Ceiling Types (1123.0 sgft.) Insulation Area e.Under Attic(Vented) R=30.0 1123.00 ft' 6. Conditioned floor area above grade(ft') 1123 b.N/A R= ft' Conditioned floor area below grade(ft) 0 c.N/A R- fl' 11.Ducts R ft' 7. Windows(170.6 sgft.) Description Area a.Sup:Attic,Ret:Main,AH:Main 6 224.6 a. U-Factor: Obl,U=0.35 170.58 fP SHGC: SHGC=0.35 b. U-Factor: N/A ft, 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 24.0 SEER:14.00 c. U-Factor: N/A ft' SHGC. 13.Heating systems kBtu1hr Efficiency d. U-Factor: NIA ft' a.Electric Heat Pump 24.0 HSPF:8.00 SHGC: Area Weighted Average Overhang Depth: 3.102 ft. Area Weighted Average SHGC: 0.350 14.Hot water systems a.Electric Cap:40 gallons S. Floor Types (1123.0 sgft.) Insulation Area EF:0.920 a.Slab-On-Grade Edge Insulation R=0.0 1123.00 ft' b. Conservation features b.N/A R= ft, None c.N/A R= ft' 15.Credits Pstat Total Proposed Modified Loads: 24.02 Glass/Floor Area: 0.152 PASS Total Standard Reference Loads: 30.68 I hereby certify that the plans and specifications covered by Review of the pians and AT9T this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance y� :.• 4' = = with the Florida Energy Code. PREPARED BY: Before construction is completed l�_ this building will be inspected for DATE: ---- -t ?�--- - --- -- --- ` compliance with Section 553.908 ` t t St Florida Statutes. I hereby certify that this building,as designed,is in compliance -�ti `••... •,,,,�� ��, with the Florida Energy Code. �, - �z{ vL 4� 01)W.1 OWNER/AGENT: ____ BUILDING OFFICIAL: _141-1 -_ DATE: --- °" l t- - !�- -- -- DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 10/3/201'[2:39 PM EnergyGauge4)USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 �T WALLS Adjacent Ca Space vity Width Height Sheathing Framing Solar BelowEt In El In Area R-Vaille Frarl'on AhSnr o 1. _ 1 E Exterior Frame-Wood Main 11 49 0 8 0 392 ft' 0 0.23 0.8 0 _ 2 S Exterior Frame-Wood Main 11 26 0 8 0 208 ft' 0 0.23 0.8 0 _ 3 W Exterior Frame-Wood Main 11 41 0 8 0 328 ft' 0 0.23 0.8 0 4 N Exterior Frame-Wood Main 11 24 0 8 0 192 ft' 0 0.23 0.8 0 DOORS # Ornt Door Type Space Storms U-Value Ft WidthIn FHeighln Area 1 W Wood Main Metal 0.36 3 0 6.7 0 20.09999 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 S 2 Vinyl Low-E Double Yes 0.35 0.35 25.79999 6 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 2 S 2 Vinyl Low-E Double Yes 0.35 0.35 20.09999 6 ft 0 in 1 ft 0 in None None 3 W 3 Vinyl Low-E Double Yes 0.35 0.35 15.47999 1 It 0 in 1 ft 0 in Drapes/blinds Exterior 5 4 W 3 Vinyl Low-E Double Yes 0.35 0.35 15.47999 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 5 N 4 Vinyl Low-E Double Yes 0.35 0.35 15.47999 1 It 0 in 1 ft 0 in Drapes/blinds Exterior 5 6 N 4 Vinyl Low-E Double Yes 0.35 0.35 15.47999 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 7 E 1 Vinyl Low-E Double Yes 0.35 0.35 6 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 8 E 1 Vinyl Low-E Double Yes 0.35 0.35 15.47999 1 It 0 in 1 ft 0 in Drapes/blinds Exterior 5 9 E 1 Vinyl Low-E Double Yes 0.35 0.35 15.47999 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 10 S 2 Vinyl Low-E Double Yes 0.35 0.35 25.79999 6 It 0 in 1 ft 0 in Drapes/blinds Exterior 5 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse BestGuess 0.000300 883.694 48.5136 91.2369 0.23100 5.90178 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8 24 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 14 24 kBtu/hr 720 cfm 0.75 1 sys#1 10/3/2012 2:39 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: C. k f5 ©_ck a_ 5k— PERMIT#: 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 controls and 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. 10/3/2012 2:39 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 1 Story,3 Bedroom Deja he ngle Family Builder Name: Habitat For Humanity Beaches Street: �Q�o, ,G rJ 3 33 Permit : Duval City,Slate.Zip: Numb 6� � rc.. Permit Number: Owner: Jurisdiction: gf4w)4iic fba; ' 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. Fire lace Fireplace walls include an air barrier. EnergyGaugeG USA-FlaRes2010 Section 405.4 1 Compliant Software I Story, 3 Bedroom Detached Single Family HVAC Load Calculations for Habitat For Humanity Beaches 1671 Francis Avenue Atlantic Beach, FL 32233 1 R$sIDEN'7YAL HVAC LOADS Prepared By: Jim Williams Home Energy Services 2080 Davis Rd. Jacksonville, FI. 32218 904 757-3569 Wednesday, October 03, 2012 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. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services 1 Story,3 Bedroom Detached Single Family Jacksonville,FL 32218 Page 3 Miscellaneous Re ort System 1 Iain Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Int ut Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum D 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: 0.250 AC/hr 0.250 AC/hr 37 CFM 37 CFM Infiltration Actual: 0.250 AC/hr 0.250 AC/hr Above Grade Volume: X 8,984 Cu.ft. X 8,984 Cu.ft. 2,246 Cu.ft./hr 2,246 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 37 CFM 37 CFM Total Building Ventilation: 0 CFM 0 CFM i ---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: 0.250 AC/hr(37 CFM) Summer Infiltration Specified: 0.250 AC/hr(37 CFM) Duct Load Factor Scenarios for S tem 1 Attic Duct Duct Surface From i fto. T e Description Loc€tion Ceiling Leakage Insulation Area MDQ 1 Supply Main Attic 16B 0.09 6 304 No 1 Return Main Attic 16B 0.15 6 112 No Wednesday, October 03, 2012, 2:37 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services 1 Story,3 Bedroom Detached Single Family Jacksonville,FL 32218 Pae 5 Duct Size Preview Room or Minimum Maximum Rough.i Design SP1 Duct l Duct, Htg Clg I Act. i Duct Duct Name Velocity Velocityl Factor; L/100; Loss, Velocity, Length Flow ;_Flow Flows_Size_ System 1 Supply Runouts Zone 1 _ 1-Living 45D 750 0 0.1 450.3 104 '.` X41. 241 2--7 2-13r 3 450 750 0 0.1 452 34 I 62 1--5 3-AHU 450 750 0 0.1 26.5 1 2 1-4 4-Hall 450 750 0 0.1 0 17 ,I 25 0-0 5-13r 2 450 750 0 0.1 514.4 67 70 1--5 6-Owners 450 750 0 0.1 612.6 76 84 1--5 7-Owners Bath 450 750 0 0.1 276.8 17 24 1-4 8-Bath 2 450 750 0 0.1 190.6t7, 17 17 1-4 9-Kitchen 450 750 0 0.1 554.8 31 148 1--7 10 Dining 450 750 0 0.1 580 64 j 79 1--5 Other Ducts Supply Main Trunk 550 600 0 0.1 538.4 426 ;; 752 16 Summary — — ---------- -- ---- System 1 Heating Flaw: 426 Cooling Flow. 752 Wednesday, October 03, 2012, 2:37 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services 1 Story,3 Bedroom Detached Single Family Jacksonville,FL 32218 Page 7 Building Pie Chart Infiltration 8% Floor 37% Ductwork 19% i Building Loss 21,081 �`�`�---"� Btuh Door 1 l Glass 11% Roof 7% Wall 17% Roof 10% Infiltration 10% Wall 13% Building _Ductwork 25% Gain 19,216 Btuh Glass 15% Door 1% People 9% Equipment 16% Wednesday, October 03, 2012, 2:37 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services 1 Story,3 Bedroom Detached Single Family Page 9 Jacksonville, FL 32218 Building Rotation Report All rotation degree values in this report are clockwise with respect to the project's original orientation. Building orientation as entered (zero degrees rotation): Front door faces South Individual Rooms 00 45° 900 135° 1800 225° 2700 3150 High Rm. Room Rot. Rot. Rot. Rot. Rot. Rot. Rot. Rot. Duct No. Name CFM CFM CFM CFM CFM CFM CFtJ CFM Size System 1: Zone 1: 1 Living 241 249 261 '278 241 267 243 240 2-7 2 Br 3 '62 59 48 57 62 54 45 56 1-5 3 AHU 2 2 '2 2 2 2 2 2 1-4 4 Hall 25 27 '27 26 25 25 25 26 - 5 Br 2 70 86 '94 83 70 80 87 83 1-6 6 Owners 84 100 '108 97 84 93 101 96 1-6 7 Owners Bath '24 22 19 22 24 21 18 22 1-4 8 Bath 2 17 18 '18 17 17 17 17 17 1-4 9 Kitchen 148 '151 142 146 148 141 132 145 1-7 10 Dining 79 77 74 '92 79 89 69 74 1-6 ' Indicates highest CFM of all rotations. Whole Buildin Rotation Front door Supply Sensible Latent Net Degrees Faces CFM Gain Gain Tons 0° South 752 16,522 2,695 1.60 45' Southwest 791 17,377 2,694 1.67 90` West 794 17,456 2,693 1.68 135' Northwest '820 '18,031 2,691 '1.73 180° North 752 16,531 2,694 1.60 225' Northeast 788 17,328 2,694 1.67 270' East 740 16,256 2,691 1.58 315' Southeast 763 16,765 '2,695 1.62 ' Indicates highest value of all rotations. Building Rotation Tonnage 1.70 _...... ___.._.. 0 f.. tM1.65 _......_....__,__.. — - 0 0 V 1.60 1.55 South Southwest West Northwest North Northeast East Southeast Direction Front door Faces -moi Buildinq Net Tonnaqe Wednesday, October 03, 2012, 2:37 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services 1 Story,3 Bedroom Detached Single Family Jacksonville,FL 32218 Pae 11 FB-uilding Rotation_Duct Sizes Direction Front door Faces Room or S SWW NW N NE E SE Max _ _... _ __. .. Duct Duct Name Htg Clg Htg Clg Htg Cig Htg Clg Htg Clg Htg Clg Htg Clg ' Htg Clg Size Flow Flow Flow Flow Flow Flow Flow Flow ' Flow Flow Flow• Flow Flow Flow Flow Flow , System.l _ -- - - - - - ---- - - - - Supply Runouts Zone 1 1-Living 104 241, 104 219 104 _ —_ �__ 281 104 278 104 � 241, 104 E- 267 104 . 243 104 _210. 3-6 2-Br 3 34 62 34 59 34[--48 34 57 34F-J2 34 F--74 34 5 34�_ 56 1-5 3-AHU 1 �2 1 E� L 1 2 1 2 1 C._ 2 1 2. 1� 2: 1 E�—` 1-4 4-Hall 17 r _ji 17�_27 17 27 17[ 26 17 25 17�_25 17 r�Yl 17 F CO 0-0 5-Br 2 67 70 67[___�86 67 94 67r 67 70 671 80 67 - 87 67[:=83 1-6 6-Owners 7684' 76 L '�, 76 108 76 97 76(_ 84 76` 93 76 lr '�_ 7698 1 $ 7-Owners Bath 17 24 17 , 22 17[=I 17 22 17 j 24 17 21 17 L -18 17 22 1-4 8-Bari 2 17. 17 17 18 17 18 17 !7 17I 17 16 17 17 1717 1-4 9-Kitchen - 31 148_ 31 151 31 142 31 141 31 L148 31 141 31 E32 31 C 116 1-7 10 Dining 64 79; 64 77 64 _74 64 92 64 r�79 64 C J 89 64 89 64 `74 1-6 Other Ducts _ � ' _ _ _ __ _ Supply Main Trunk 426 752 426[ ,* 426 794 426 820 426 752 426 788 426 _740 426 763, 16 Bldg High Dir.: Northwest Sensible Gain: 18,031 Latent Gain:2,691 Summary System 1 - Heating Flow: 426 Cooling Flow. 752 Wednesday, October 03, 2012, 2:37 PM � s r Job [CJ02:7 Truss Type Qty Ply Beaches Habitat 15929978 440229 Jadc-0pen Truss 8 1 Job Reference t Bona Builders FirstSource, Jacksonville,Fl 32244 7.350 s Jul 312012 MiTek Industries,Inc.Tue Sep 18 12:13:59 2012 Page 1 I D:i6gcZr18SBtHbCl lhGM 0gxziD Rg-40BGBMC8KIZV63t8wTmvwlo4i VZc064fkm?MAyeP 2410 3-0-0 soe•r:roa a am F 1 T, ei as= 310-Q a1- Plate Offsets [2:0-6-6.0-0-411 LOADING(psf) SPACING 2-0.0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.31 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.11 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 2 Na Na BCDL 5.0 Code FBC2010ITP12007 (Matrix-M) Weight:12 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0.0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTekrecommection in accordance with Stabilizer Installationuide.ends that Stabilizers and required cross bracing be installed REACTIONS (Ib/size) 3=40/Mechanical,2=19710.3-8(min.D-1-8),4=12/Mechanical Burin truss er Max Horz 2=92(LC 8) Max Uplift 3=41[LC 8),2=226(LC 8),4=-21(LC 9) Max Gray 3=48(LC 2),2=238(LC 2),4=32(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. \\\\���.••••••••.; <////�j TOP CHORD 2-3=-446/97 J LENS i BOT CHORD 2-4=-96/494 } F•• ' NOTES (7.9) - * 1)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Dpsf;h=18ff;Cat.It;Exp C;End.,GCpi=0.18;MWFRS(envelope) 348696Zgable end zone and C-C Exterior(2)zone;porch left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 _ plate grip DOL=1.60 _ 2)This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live bads. W 3)•This truss has been designed for a live load of 20.Dpsf on the bottom chord in all areas where a rectangle 3-60 tall by 240-0 wide will fit between the _ bottom chord and any other members. STATE OF •• _�� 4)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. \ 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 41 Ib uplift at joint 3,226 Ib uplift at joint 2 and 21 Ib uplift at ••'.•F(ORID P •• �\ joint 4. 6) Semi-rigid pilchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. �// s/ ••••• !\ �� 7 This manufactured product is designed as an individual building component. The suitability and use of this component P 9 9 W ry ponent for any particular building is the // N A` \\ . responsibility of the building designer per ANSI TPI 1 as referenced by the building code. (I((,}\\ 8)Note:VIsualy graded lumber designation SP,represents new lumber design values as per SPIE. 9)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 September 18,2012 WARNING-Verify design paramet rs and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. 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 paramenters 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 Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 109 COa$tQ1 Bay fabrication,quality control,storage,delivery.erection and bracing,consult ANSI/1711 Quality Criteria,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute.583 D'Onofrio Drive,Madison.WI 53719. Job Truss Truss Type OtY Ply Beaches Habitat 440229 EJ01 Jack-Partial Truss 7 1 Job Reterena:0 Bona 15929978 Builders FirstSource, Jacksonville,FI 32244 7.350 s Jul 31 2012 MiTek Industries.Inc.Tue Sep 18 12:14:012012 Page 1 ID:i6gcZd8SBtHbCllhGMOgxziDRg-0mlOccvSfxYGkODGFLWE LO6PV804Kr-N72F5R2ycP_ -2-0-0 7-0-0 2-0-0 7-0-0 8wM�1:1)S 3 A00 F T1 T Bt 5.4= Plate Offsets X Y: :0-0-10 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) 0.07 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.11 4-7 >752 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) 0.01 2 Na Na BCDL 5.0 Code FBC2010rFP12007 (Matrix-M) Weight 25 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 533 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation guide. REACTIONS (Iblsize) 3=112/Mechanicel,2=320/0-3-8 (min.0-1-8),4=33/Mechanical Max Harz 2=112(LC 8) Max Uplifl3=-72(LC 12),2=160([_C 8) ,``))(()j// FORCES Max Gray 3=137(LC 2),2=383(LC 2),4=79(LC 3) \\ \`\\ cos (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1171/506 �J�•' GENSF BOT CHORD 2-4=705/1364 NOTES (7-9) * %'/,y"'1 •• 1)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=18fl;Cat.II;Exp C;End.,GCpi=0.18;MWFRS(envelope) 34869 (r�✓vl and C-C E tenor(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 = 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live bad 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 w bottom chord and any other members. 4)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 4 STATE OF •� � 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 72 Ib uplift at joint 3 and 160 Ib uplift at joint 2. 6)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. •� ,FL ORID P \ \ 7)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. �\ 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. / 0 ` \ 9)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 '' //�1 j 1 A)1`0 LOAD CASE(S)Standard r TI t-1 September 18,2012 WARNING-4e b design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI-7473 BEFORE USE. 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 paramenters and proper incorporation of component is responsibility of building designer-not tens 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 Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding If 09 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Crfledo,DSB-89 and 8CSI1 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onxifflo Drive.Madison,WI 53719. f Job Thus Truss Type 2 Ply Beaches Habitat 15929980 440229 HJO1 Jack-Partial Truss 2 1 Job Reference o Bona Builders FirstSource, Jacksonville,FI 32244 7.350 s Jul 312012 MiTek Industries,Inc.Tue Sep 18 12:14:03 2012 Page 1 ID:i6gcZd8SBtHbCIIhGMQgxziDRg-z9Qm1 KviBZDJNeNmYi3mTPgJnnY9YfaMkCVxycP_ 0-0-0 i -2-9-15 5-4-12 310-13 2-315 5+12 4tr1 -9-10.13 3br.1/h1. 12 les+F a4 3 11 11 vn 2 Li a1 13 7_11 14 8 lye= S 5-4-12 9-911 5-4-12 4-415 Plate Offsets X :0-0-5 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdeft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) 0.07 6-7 >999 240 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.DB 6-7 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.36 Hom(TL) 0.01 5 Na Na BCDL 5.0 Code FBC2010/TP12007 (Matrix-M) Weight:42 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-9 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 4=102/Mechanical,2=436/0-415(min.0.1-8),5--210/Mechanical Max Horz 2=157(LC 4) Max Upiift4=-106(LC 4),2=-414(LC 4),5=-206(LC 8) ,j\)) Max Grav 4=125(LC 2),2=521(LC 2),5=243(LC 2) \\\ \\\ �vs FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. \ TOP CHORD 2-11=-777/598,3-11=-732/602J�' LENS BOT CHORD 2-13=-6601734,7-13=-6601734,7-14=-6601734,6-14=-6601734 \ F i WEBS 3-6=7681690 \ 1 •• i NOTES (9-11) 7f 34869 1)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=1Bit;Cat.II;Exp C;Encl.,GCpi=0.18;MWF RS(envelope) gable end zone;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. w_ 3).This truss has been designed for a live bad 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 ��vVVV...JJJ \ bottom chord and any other members. STATE OF 4)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 106 Ib uplift at joint 4,414 Ib uplift at joint 2 and 206 lb uplift •F�ORIOP •�`�� at joint 5. • \ \ 6)"Sem •i-rigid pitchbreaks inciuding heels"Member end fixity model was used in the anaysis and design of this Wss. is '••. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5 l down and 41 Ib up at 4-3-1 1,5 Ib down and 41 / /O N A1- \\\ Ib up at 43-11,and 41 Ib down and 81 Ib up at 7-1-10,and 41 Ib down and 81 Ib up at 7-1-10 on top chord,and 2 Its down and 31 Ib up at 4-3-11,2 Ib /j j((((,,\ \ down and 31 Ib up at 43-11,and 26 Ib down and 46 Ib up at 7-1-10,and 26 Ib down and 46 Ib up at 7-1-10 on bottom chord. The designiselection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 9)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. 10)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 11)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(pit) Vert:1-4=-44,5-8=-10 Concentrated Loads(lb) Vert 11=8(F=4,B=4)12=-67(F=-33,B---33)13=-4(F=-2,B=-2)14=-28(F=-14,B=-14) September 18,2012 A WARNING-tierlfy design p--t—and READ NOTES ON THIS AND INCLUDED SDTER REFERENCE PAGE MD-7473 BEFORE USE. Design valid for use only with M7ek connectors.This design is based only upon parameters shown,ands for on individual building component. Applicability of design paramenters 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 Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPII Quality Criteria,DSS-89 and SCSI)Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss F-Typ-e Ory Pty Beaches Habitat 15929982 440229 Tots 1 1 Job Reference(optic Rudders FlrstSource, Jacksonville,FI 32244 7.350 s Jul 312012 M7ek Industries,Inc.Tue Sep 18 12:14:07 2012 Page 1 1 D:i6gcZr18SBtHbCI IhGM QgxziD Rg-rwgHtgzDFnIQSLgQcbceDoe2Mw5U UxGFV_iQeiycP -z-00 7-00 12-6-0 18-0-0 2 I 274)-0 5-60 7-0-0 2-0.0 aox._s SM= .411 Sas= 3 18 19 4 19 21 5 4.112 2 1 22 23 19 9 24 9 7-0.0 12-60 1600 25-00 7-0-0 SFr0 580 7-0-0 Plate Offsets X [3,0-54.0-2-81,[5:0-5-4.D-2-81 LOADING(psf) SPACING 2-0.0 CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.80 Vert(LL) 0.32 10 -937 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.68 Vert(TL) -0.57 8-10 >529 180 BCLL 0.0' Rep Stress Incr NO WB 0.44 Horz(TL) 0.13 6 Na Na BCDL 5.0 Code FBC2010rrP12007 (Matrix-M) Weight:ID9 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SYP No.1 TOP CHORD Structural wood sheathing directly applied or 2-5-3 oc purlins. BOT CHORD 2x4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 5-1-9 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed OTHERS 2x4 SP No.3 Burin truss erection in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1341/0.3-8 (min.0.1-14),6=1341/0.3-8(min.0.1-14) Max Harz 2=42(LC 4) Max Uplift2=-742(LC 4),6=-742(LC 5) Max Gray 2=1592(LC 2),6=1592(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. eo ENTOPCHORD 2-3=-3781/1746,3-19=-4459/1991,1619=-4459/1991,4-19=-4459/1991,4-20=-4459/1991,20.21=-4459/1991,5-21=-4459/1991,5-6=-378711747BOTCHORD 2-11=-1606/3527,11-22=-1615/3546,22-23=-1615/3546,10.23=1615/3546,9-10=-1590/3546,9-24=1590/3546,624=1590/3546,68=-1582!3527 34869 WEBS 3-11=-141/447,3-10=-358/1076,4-10=-644/330,5-10=-359/1075,5-8=-141/448NOTES (ed roo r1)Unbalanced root live Toads have been considered for this design. .//////,,,fff W2)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=18tt;Cat.ll;Exp C;End.,GCpi=0.18;MWFRS(envelope);Lumber DOL=1.60 plate 9riP DOL=1� TATE OF3)Provide adequate drainage to prevent water ponding.4)This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. ZORIDP ••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 2-00 wide will fit between the / •.••'•bottom chord and any other members. / / A' \ 6)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. /// O'• 1� \\\ 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 742 Ib uplift at joint 2 and 742 Ib uplift at joint 6. 8)*Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)194 Ib down and 191 Ib up at 7-0.0,83 Ib down and 79 Ib up at 9-012,83 Ib down and 79 lb up at 11-0.12,83 Ib down and 79 Ib up at 12-6-0,83 Ib down and 79 Ib up at 13-11-4,and 83 Ib down and 79 Ib up at 15-114,and 194 Ib down and 191 Ib up at 18-0.0 on top chord.and 258 Ib down and 209 lb up at 7-0.0,49 Ib down at 9-0.12,49 Ib down at 11-0.12,49 lb down at 12-6-0,49 Ib down at 13-114,and 49 lb down at 15-11-4,and 258 Ib down and 209 Ib up at 17-11-4 on bottom chord.The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 11)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. 12)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIE. 13)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 September 18,2012 AL WARMING-Verify design parameters and READ NOTES ON T17IS AND INCLUDED AIITEK REFERENCE PAGE BfD-7473 BEFORE USE. Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for on individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members onty.Additional temporary bracing to insure stability during construction is the responsibility of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,qudity control.storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria.DSB-89 and BCSII Building Component Boynton Beach,FL 33435 SafetyInformation available from Truss Plate Institute.583 D'Onofrio Drive.Madison.WI 53719. Job Truss Truss Type Ory Pty Beaches Habitat 15929983 440229 Tru Hip Truss 1 1 02 Job Reference o bona Builders FirstSource, Jacksonville,FI 32244 7.350 s Jul 312012 MiTek Industries,Inc.Tue Sep 18 12:14:09 2012 Page 1 I D:i6gcZd8SBtHbCI IhG MOgxziD Rg-nJn11 L?TnPY8iegojOf6JljOkkn"Yyl B W)bycP_ -- 9-0-0 i�0-0 1981 �snn 2-0-0 5-5-15 r 3&1 7-0-0 38-1 5-5-15 2-0-0 sa.•1.4ss s •m 2 a4 a as o s s it It] E3 dr 10 0 M 3v0= L4= .4= 3v5= 9-0-0 16-0-0 25-0-0 9-0-0 7-0-0 9-0-0 Plate Offsets X r5:0-5-4.0-2-81 LOADING(psl) SPACING 2-0-0 CSI DEFL in (loc) VdeB Ltd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.81 Vert(LL) 0.17 9-11 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.60 Vert(TL) -0.26 9-14 >999 180 BCLL 0.0' Rep Stress In,cr YES WB 0.17 Horz(TL) 0.07 7 Na We BCDL 5.0 Code FBC2010ITP12007 (Matrix-M) Weight:113 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-10 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 7=765/0-3-8(min.D-1-8),2=765/0-3-8(min.0-1-8) Max Harz 2=48(LC 8) Max Upliff7=-315(LC 9),2=-315(LC 8) Max Gray 7=911(LC 2),2=910(LC 2) J`.W. S•k.l FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. \ TOP CHORD 2-3=-190711106,3-4=-16361940,4-5=-1551/927,58=-1635/940,6-7=-1905/1106 \ \CENSE i BOT CHORD 2-11=-939/1782,10-11=-734/1552,9-10=-734/1552,7-9=-950/1802 •. i WEBS 3-11=-287/242,4-11=-55/253,5-9=-57/253,6-9=-286/242 •• / NOTES (9-11) 34869 / 1)Unbalanced roof live loads have been considered for this design. n/— 2)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101mph;TCDL=4.2psf,BCDL=3.Opsf;h=18fl;Cat.11;Exp C;End.,GCpi=0.18;MWFRS(envelope) 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 3)Provide adequate drainage to prevent water ponding. LU Z7 L` 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 380 tall by 2-0-0 wide will fit between the STATE OF bottom chord and any other members. ••••.FC ORION. •• �\ 6)All bearings are assumed to be SP No.2 cashing capacity of 565 psi. .• ` \ 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 315 Ib uplift at joint 7 and 315 Ib uplift at joint 2. /j S/ •••••• 8)'Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. //// O N M- \\\ 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the / j(((I(\\\\ responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 10)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 11)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 September 18,2012 WARNING-Verify desfrgn parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE NII-7473 BEFORE 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 poramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is far lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 109 Coastal Bay fobricotion,quality control,storage,delivery,erection and bracing.consult ANSI/TPII Quality Cdfeda,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety Information avolable from Truss Rate Institute,583 D'Orofrio Drive.Madison,WI 53719. Job Truss Truss Type Ory Pry Beaches Habitat 15929985 440229 T04 Common Truss 16 1 Job Reference o bona Builders FirstSource, Jacksonville,FI 32244 7.350 s Jul 312012 MiTek Industries,Inc.Tue Sep 18 12:14:13 2012 Page 1 I D:i6gcZd8SBtHbCIIhGMQgxziDRg-g41 Y7j2_rd3aAG7Zysj2Ttt9zL91 ujt8lw9ksMyCP_ -2.0-0 7- 1280 17814 0 27-" 2-0-0 7-5-2 5-0-14 5-0-14 7-5-2 2-0-0 sve,,ter .ter 5 TI ' , a a i b4= I i i 9-4-6 15-7-10 25-0-0 94-6 6-3-3 94.6 ' Plate Offsets X 2:0-1-10 Ede 6:0-1-10 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdeff Ltd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) 0.16 B-10 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.61 Vert(TL) -0.28 8-13 >999 180 BCLL 0.0' Rep Stress Ina YES WB 0.17 Horz(TL) 0.06 6 Na Na BCDL 5.0 Code FBC2010/TP12007 (Matrix-M) Weight:107 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-2-8 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation ouide. REACTIONS (lb/size) 6=765/0-3-8(min.0-1-8),2=765/0-3-8(min.0-1-8) Max Horz 2=60(LC 12) Max Uplift6=-301(LC 9),2=-301(LC 8) N%%111111/1 Max Grav 6=910(LC 2),2=910(LC 2) \\ // S S K FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. eo TOP CHORD 2-3=-1825/1066,34=-1598/964,4-5=-1598/964,5-6=-1825/1066 CENSBOTCHORD 2-10=-891/1835,9-10=-541/1198,8-9=-541/1198,6-8=-897/1870FWEBS 4-8=-254/458,5-8=-377/319,4-10=-254/458,3-10=-378/319NOTES (8-10) 8691)Unbalanced roof live loads have been considered for this design.2)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;Cat.I%Eip C;End.,GCpi=0.18;MWFRS(envelope)and C-C E terior(2)zone;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.603)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 of20.Opsfon the bottom chord in all areas where a rectangle 380 tall by 2-0-0 wide will fit between theTATE OFbottom chord and any other members.5)All bearings are assumed to be SP No.2 crushing capacity of 565 psi.6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 301 Ib uplift at joint 6 and 301 Ib uplift at joint 2.7)"Semi-rigid ptichbreaks 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 ////Q N A\, \\\\ responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIE. 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 September 18,2012 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAOLI MLI-7473 BEFORE USE. Design valid for use only with Milek connectors.This design is based only upon parameters shown.and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not tnns designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responuibillity,of the Julius Lee PE. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive.Madison,WI 53719. Job Truss Truss Type Ory Pty Beaches Habitat 15929987 440229 TOB Common Truss 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Jul 312012 MiTek Industries,Inc.Tue Sep 18 12:14:19 2012 Page 1 I D:i6gcZrl8SBtHbCI IhGMQgxziD Rg-V EOpOm7lQTpju BbjJ7gSi875vmFH I EYOFsc230ycP -2b0 6-7-14 1280 18-4 25-x0 27-0-0 2-0-0 6-7-14 5-142 5-10-2 6-7-14 2-0-0 sm..leau 5 tl ICO F_2 55 3.I 51 h4 6 52 a5 T as s.a a t 55 55 15 57 bit= 9 34_ hit= 17 18 53 15 14 1] St 12 11 m5= 6-7-1412-6-0 18-42 25-0-0 6-7-14 5-10-2 5-10-2 57-14 Plate Offsets X :0-3-4 0-x10 :0.8-4 0-0.12 8:0-34 0-0-10 8:0-8-4 0-0-12 21:0-1-11 0-1-0 31:0-1-11 0-1-0 LOADING(psi) SPACING 2-0-0 CSI DEFL in floc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.83 Vert(LL) 0.13 10-44 >999 240 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.43 Vert(TQ -0.13 10-44 >999 180 BCLL 0.0' Rep Stress Ina NO WB 0.99 Horz(TL) 0.01 12 Na n/a BCDL 5.0 Code FBC2010/1P12007 (Matrix-M) Weight:147 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 SP No.3 938 oc bracing:10-12 OTHERS 2x4 SP No.3 9-2-5 oc,bracing:10-44. MiTek recommends that Stabilizers and required cross bracing be installed durin truss erection in accordance with Stabilizer Installation side. REACTIONS All bearings 15-0-0 except(jt=length)8=0-3-8. (lb)- Max Horz 2=96(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)13,14,16,17 except 2=-143(LC 4),8=-460(LC 5).12=-1423(LC 5),15=288(LC 8) Max Grav, All reactions 250 Ib or less at joint(s)2,13,14,16,17,2 except 8=475(LC 22), 12=1614(LC 2),15=397(LC 21) FORCES (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-279/281,3-46=-240/274,4-46=-284/368,4-47=-618/706,47-48=-638/746,5-48=-654/822, 5-49=-670/836,49-50=-660/809,50-51=-651/712,6-51=-636/685,6-52=-390/437,7-52=-487/477, 7-8=-502/455 BOT CHORD 2-17=-260/299,16-17=-260/299,16-53=-260/299,15-53=-260/299,1415=-260/299, 1314=-260/299,13-54=-260/299,12-54=-260/199,11-12=-385/462,11-55=-3851462, 5556=-3851462,10-56=-385/462,10-57=-385/462,8-57-385/462 WEBS 512=-845/661,6-12=-1255/1245,6-10=-241/339,4-12=-5381545,415=337245 NOTES (13-15) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;Cat.ll;Exp C;End.,GCpi=0.18;MWFRS(envelope) gable end zone;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/rPl 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 1-40 oc. 6)This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrenl with any other live loads. \ y '•. 7)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 380 tall by 2-0-0 wide will fit between the \GENSF •.�� bottom chord and any other members. 8)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. * i 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)13,14,16,17 except(jt=1b)2=143, X869 8=460,12=1423,15--288.2=143.pith breaks i 2=143. _ _ 10)"Semi-rigid pitehbreaks inGuding heels"Member end fixity model was used in the analysis and design of this truss. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)203 Ib down and 193 Ib up at 57-0,93 Ib down and I\r/f,�/[/J,1 92 Ib up at 7-0-12,93 Ib down and 92 Ib up at 9-0-12,93 lb down and 92 Ib up at 13-0-12,93 lb down and 92 Ib up at 1511-4,and 93 Ib down and 92 Ib up at 17-11-4,and 203 Ib down and 193 Ib up at 19-50 on top chord,and 104 Ib down and 104 Ib up at 57-0,97 Ib down and 102 Ib up at 11-0-12. 97 Ib down and 102 Ib up at 13-11-4,33 Ib down and 51 Ib up at 1511-4,and 33 Ib down and 51 Ib up at 17-11-4,and 104 Ib down and 104 lb up at STATE OF 19-50 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. ••Continued on oage 9 \ ////ON)A\- September 18,2012 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 poramenters and proper incorporation of component is responsibility of building designer-not tens designer.Bracing shown is for lateral support of individual web members only.Additional temporary brocing to insure stability during construction is the rez erector.Additional Pgarding of the 1109 Lee tat permanent bracing of the overall structure is the responsibility of the buildng designer.For general guidance regarding 1109 Coastal Bay fabrication.quality control.storage,delivery,erection and bracing.consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety Inf—flon available from Truss Plate Institute,583 D'Onof io Drive.Madison.WI 53719. n� Za m D vv N 6D N C D -4 r 0 y r N 9 � 2! m -M C �� Z y x CA m � m o C ( I o-za � QQQ�6=a. n -0 = A'�' - O (D 7 0 7 7 n7 H Z Q 0 Q(a O(a NO D 7 -� ° (T- 0 _ - Z N ag*c)pQgp c:C, �c< a r� 30'� s C N (0) 51 � a 'I a_ QD0on z �O p 3 Qn R 0 .0 Q QO �D QN p 7Q y A QO O n Q"0 Q 6(D (D O O (D Q 7 a n 0 � O px c� 7 (D v 0 'U7 QQN _ NN7Q (Q N(DQ rtQ Q0' cl(aB (D ��p 7'(D 00 QO �O 3009 _. OQO j O OQO7 ' a 7G O n (D (D o () (D 0 0 3 Q c a D m N •<na°pQ (Dp C Q �6•G Z QOc7 N 11(D 'n �'7 6� OQ(D Z � � �oQ� �7 � 0' OQ3 QQQo ' mom 3 °. nO00 °j D Q � 7cQ (D — mQ.Q (DQ-o7 !^ 7Q 0 O Oj'QO O O 3(Q 0(D"0 y 7C O O 7 O y �R Z .3 _ n�.0U p : �0Q� Q ,(„D N Q. c ((D O'� O (TO Q c Q c 3 O ID O 0 wc: Q ° 7 Q(D �7 x 0 �(D 0 -- y 3 7 N O cJnmvN n c= x> TOP CHORD m G wo mO? 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R. o om' o� x� -n -Q-• m a '0 0 oN ° m 000 _z o oN oo m °° av° O Z CD 6* s, < 0� �m m'- � o �o a'N °° a0 =� oa' o X00 os -0 ° = O n� mo m_Q_o 0 0_'_ o0 0� c - �. �� an .OR 0- �2 0�o Q Q° N °m m5-°- o< 0c c ° Sa o rn� F �0 '( oo CQ aon oQ ga 0„ 6 - o ,cow p0 °° a0 coo N (� N Qc o o.,� �0 ate. ID O ° � A o ��c c 7 3 ° °m �g o s °p m n'o �o 3 °9' 1 o' ° 3, °? � 'a ID 0- o Q' = n "S c (D<D cD 03 ° o m o 60 g a0- < 0 0 m < aQ CD 3 ao �� 0 0 °n 0a � ° �o D�0 < o ° oo Amo° fo Q cc Q �� om Q s a _0 9° foo zm c 0 zo ° ° m 0 ° - Q f' 03 0 0 co 0 00 °a o: o- °_5 �c \aN ° °m' �°° goa N � Q � 7N �� ' rnm m� ° n ro �f � ° 0o7 [�y7 00 ° ° O °�° 7 ° N O 0Q 00 0 y6 JN (D <S �° ~U°7 H `G Q Q °- EQ (D (D L �� sa 3n °p 0 °.� �� o ° 00 0f o0 mm c �h o co NQ 0. g o ° ° 30 -o' 60 o _g o n s °7 ° n7 a3 N 0 �0 n3 s 3 < � °. �m „3 0° °� 7O_ oS o mc, N° �Q, � ° (D _ 0 0 0 o 0 o m o 0 �a on c 3 ° a 3.3° oo °n c o °� 0- ° �� �0 3 a o o� �� 000 �p �° w� ° s m0 0 ° ° Nm m� m o ° (D opo O so 3 N O (D �F m N PGS ONLY o page 1 of 1 N` oiekrodus�'es,G ralbracm9 `(-BRACE contrnuoj tweblen01- sed woe"t 10,2010 cmg to be a e mus se cOVer go to _grace z �1S PU9 ® te:T-gracin9ticaBT-grace I 1 B con�eh�-Brace I S1Ze 1 0� N° -IS10P bS• Brace Truss deka\\NO7 to S latera braced We for Or1e PIY u � 0 0o Note'TW ebs to contIVIcoon"""s gpectfof lateral Bract es, ROWS tgfek Indus Narlin9 Pattern N�►1 Spacing 2 1 ' Nal Size Web Size 2x41•Brace .T-Brace size 6„o.c. 2X4 face god 2x3 or 2x4 2x6 T-Brace 2x61-Brace g or 2x8 -T-Brace I I-Brace 2x4 or 2x 2X6 2.8'.Brace ng entire w9 t°°gOth Plies) $ race Note:Na`pn Two PIY s 2X8 - Brace Size for Two-ply Truss Nails Specified Continuous k Rows of Lateral Bracing kVeb Size 1 2 SPACING k 23 or 2x4 WT-Brace 2x41-Brace 2x6 MT-Brace 2x6 I-Brace x 2x8 2x8 T•Brace WEB 2x8 I-Brace T-Brace/I-Brace must be same species -A and grade(or better)as web member. T-BRACE s..S., \ , LIGENS�'.�� Nails / Section Detail _ { N 34868 _ T-Brace ,O6/F 2/11 .��\� STATE OF Web �i <ORIDP ••' G\ is ONAli- Nails 110-9 I l l l l l l t BOYNTON COASTALBBAY Web I- Brace L 33435 Nails - _- JANUARY 1, 2009 LATERAL TOE-NAIL DETAIL ST-TOENAIL-SP =0 ® MiTek Industries,Chesterfield,MO Page 1 of 1 00 NOTES:1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER 0 0o AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND 0 0o EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. MiTek Industries,Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE NAIL SINGLE SHEAR VALUES PER NDS 2001 (Ib/nail) THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW DIAM. I SYP DF HF SPF SPF-S (9 .131 88.0 80.6 69.9 68.4 59.7 p .135 93.5 85.6 74.2 72.6 63.4 VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY ;i .162 108.8 99.6 86.4 84.5 73.8 ri O z .128 74.2 67.9 58.9 57.6 50.3 .131 75.9 69.5 60.3 59.0 51.1 SIDE VIEW N .148 81.4 74.5 64.6 63.2 52.5 3 NAILS ri NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE-NAIL. NEAR SIDE APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: NEAR SIDE (3)-16d NAILS(.162"diam.x 3.5")WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3(nails)X84.5(Ib/nail)X 1.15(DOL)=291.5 Ib Maximum Capacity ANGLE MAY ANGLE MAY VARY FROM ANGLE MAY VARY FROM 30°TO 60° VARY FROM 30°TO 60° 301 TO 60' 45.00° 45.00° 45.00* \\��11111111///// �� S S. \,\CENSF' * ' N 34869 W= ;p 6/22/11 441; STATE OF \ F�ORIDP •'' �\ �,////0I NA`\�\\ 1109 COASTAL BAY BOYNTON BC, FL 33435 STANDARD PIGGYBACK FEBRUARY 14, 2012 TRUSS CONNECTION DETAIL ST-PIGGY-7-10 MTek Industries,Chesterfield,M MAXIMUM WIND SPEED=REFER TO NOTES D AND OR E MAX MEAN ROOF HEIGHT=30 FEET MAX TRUSS SPACING=24"O.C. 0 0o CATEGORY II BUILDING 0 0o EXPOSURE B or C ASCE 7-10 DURATION OF LOAD INCREASE:1.60 DETAIL IS NOT APPLICABLE FOR TRUSSES MiTek Industries,Inc. TRANSFERING DRAG LOADS(SHEAR TRUSSES). ADDITIONAL CONSIDERATIONS BY BUILDING ENGINEERIDESIGNER ARE REQUIRED. A-PIGGBACK TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. SHALL BE CONNECTED TO EACH PURLIN E WITH(2)0.131"X 3.5'TOE NAILED. B-BASE TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. C-PURLINS AT EACH BASE TRUSS JOINT AND A MAXIMUM 24"O.C. A UNLESS SPECIFIED CLOSER ON MITEK TRUSS DESIGN DRAWING. CONNECT TO BASE TRUSS WITH(2) 0.131-X3.5-NAILS EACH. D-2 X X 4'-0"SCAB,SIZE AND GRADE TO MATCH TOP CHORD OF PIGGYBACK TRUSS,ATTACHED TO ONE FACE,CENTERED ON INTERSECTION,WITH(2)ROWS OF 0.131"X 3"NAILS @ 4'O.C. SCAB MAY BE OMITTED PROVIDED THE TOP CHORD SHEATHING IS CONTINUOUS OVER INTERSECTION AT LEAST 1 FT.IN BOTH DIRECTIONS AND: 1.WIND SPEED OF 115 MPH OR LESS FOR ANY PIGGYBACK SPAN,OR 2.WIND SPEED OF 116 MPH TO 160 MPH WITH A MAXIMUM PIGGYBACK SPAN OF 12 ft. E-FOR WIND SPEEDS BETWEEN 126 AND 160 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. 7N (MIN.2 PAIRS OF PLATES REO.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 TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE TRUSS MITEK DESIGN DRAWING. SCAB CONNECTION PER NOTE D ABOVE This sheet is provided as a Piggyback connection 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 per standard engineering practices or STAGGER NAILS FROM OPPOSING FACES ENSURE 0.5"EDGE DISTANCE. refer to BCSI for general guidance on lateral restraint and diagonal bracing requirements. VERTICAL WEB FOR LARGE CONCENTRATED LOADS APPLIED \\\\\` I/// !���i EXTEND THROUGG H TO CAP TRUSS REQUIRING A VERTICAL WEB: ��\ \uS S. BOTTOM CHORD \ OF PIGGYBACK V RTI AL W EB F PIGGYBACK AND BASE TRUSS J�' GEN <� 1) E C SO \ �� SF �\ i MUST MATCH IN SIZE,GRADE,AND MUST LINE UP AS SHOWN IN DETAIL. 2) ATTACH 2 x_x 4'-0"SCAB TO EACH FACE OF * N 34869 TRUSS ASSEMBLY WITH 2 ROWS OF 10d(0.131"X 3")NAILS SPACED 4"O.C.FROM EACH FACE. (SIZE AND GRADE TO MATCH VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) (MINIMUM 2X4) W 3) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM %0 3 STATE OF CONCENTRATED LOAD OF 4000 LBS(@1.15). REVIEW BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS i FCORIOP �,\ GREATER THAN 4000 LBS. �i 4) FOR PIGGYBACK TRUSSES CARRYING GIRDER LOADS,NUMBER OF PLYS OF TRUSS TO 5) CONCENTRATED LOADIGGYBACK MUST BE APPLIED TO BOTHH BASE TRUSS. /� NIAt-\\\\\ THE PIGGYBACK AND THE BASE TRUSS DESIGN. 1109 COASTAL BAY BOYNTON BC, FL 33435 FEBRUARY 14, 2012 Standard Gable End Detail SHEET 2 MiTek Industries,Chesterfield,MO Page 2 of 2 ti \U/ Itiullur ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD 0o Trusses 24" ox. 000 HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48'O.C. (SEE SECTION A-A) ATTACHED TO VERTICAL WITH(4)-16d COMMON WIRE NAILS AND ATTACHED MiTek Industries, Inc. Roof Sheathing TO BLOCKING WITH(5)-10d COMMONS. 1'-3" Max. IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR E TO THE PROJECT ENGINE ER/ARC HTECT TO DESIGN THE PURLIN WITH TWO NAIL DIAGONAL BRACE NAILS CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS 2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO 16d NAILS EACH.FASTEN PURLIN \ TO BLOCKING W/TWO 16d NAILS(MIN) Dlag. Brace \ PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES at 1/3 points SUPPORTING THE BRACE AND THE TWO TRUSSES if needed \ ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH(2)-10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5)-10d COMMON WIRE NAILS. End Wall --CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL METHOD 1 :ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. METHOD 2:ATTACH 2X_SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRADE AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: FOR WIND SPEEDS 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)OR LESS,NAIL ALL MEMBERS WITH ONE ROW OF 10d(.131"X 3-)NAILS SPACED 6"O.C. FOR WIND SPEEDS GREATER 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)NAIL ALL MEMBERS WITH TWO ROWS OF 10d(.131"X3-)NAILS SPACED 6"O.C.(2X 4 STUDS MINIMUM) MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE t ARE / VALID AND ARE TO BE FASTENED TO THE SCABS OR INLAYED STUD VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. STRUCTURAL / AN ADEQUATE DIAPHRAGM OR OTHER METHOD pQ011F��BRACING MUST E BOTTOM GABLE TRUSS / CHORD TO RESIST ABE PRESENT TO LL IOUT OF PLADE FULL TNE LO``A�RSERAL PrH�ETSRF G�1649 SHOWN IN THIS DETAIL IS FOR THE VERTICAL/S,W9$�QISY.S•k \\vv i� \\�J . \CENSE '•�� NOTE:THIS DETAIL IS TO BE USED ONLY FOR / _ * ' N 34869 STRUCTURAL GABLES WITH INLAYED _ STUDS.TRUSSES WITHOUT INLAYED _ STUDS ARE NOT ADDRESSED HERE. O 3/2 9/1/12 STATE OF STANDARD / !� �CORIDP •' �\ GABLE TRUSS '''i,s/p N A\- / �//I111111\ 1109 COASTAL BAY BOYNTON BC,FL 33435 ■ ' TECHNICAL BULLETIN - _ April 2010 y W(e erhaeuser Bulletin TB-300 Table 2A: Maximum Concentrated Load Applied to Beam -Wood Screw Connection (lbs)t'1 Fastener T e Hanger Wood USP WS Simpson SDS Beam Configuration Screw Type Length #Screws #Screws 2 4 6 8 2 4 6 8 FACE tat 31/2' 1,435 2,870 4,305 5,740 2,040 4,080 6,120 8,160 3-ply 1%" (51/."Beam) TOP"1 3'/�' 720 1,435 2,155 2,870 1,020 2,040 3,060 4,080 j: f FACE 31/2' --- --- --- - - 3'A"+13/6" - - - (51/6"Beam) I I TOP(41 3'/z' 720 1,435 2,155 2,870 1,020 2,040 3,060 4,080 3'/z"+13/6" FACE/ (51/6"Beam) i TOP tat 3'/z' 1,435 2,870 4,305 5,740 2,040 4,080 6,120 8,160 4-ply 1s/." FACE IZt 6"t5) 1,055 2,110 3,165 4,220 1,360 2,720 4,080 5,440 (7"Beam) TOP(2) 6"t5) 705 1,405 2,110 2,810 905 1,815 2,720 3,625 FACE tat 3/2" 1,915 3,825 5,740 7,655 2,720 5,440 8,160 10,880 2-ply 1%"+3y," >t 6" 2,110 4,220 6,325 8,435 2,720 5,440 8,160 10,880 (7"Beam) TOP(21 3'/" 640 1,275 1,915 2,550 905 1,815 2,720 3,625 - - 6,5j 705 1,405 2,110 2,810 905 1,815 2,720 3,625 2-ply 3'h" j FACE/ st (7"Beam) TOP t�1 6" 1,055 2,110 3,165 4,220 930 1,860 2,785 3,715 2-ply 1%"+31Z FACE l 6"t5t 1,055 2,110 3,165 4,220 1,360 2,720 4,080 5,440 (7"Beam) TOP(31 I` 2-ply 1'/6"+3Yz" FACE 14) 6"(5) 1,055 2,110 3,165 4,220 930 1,860 2,785 3,715 (7"Beam) TO p(4) 6"i5) 705 1,405 2,110 2.810 905 1,815 2,720 3,625 FACE (7"Beamam) TOP 13) 3Yi' ( 1,915 3,825 5,740 7,655 2,720 5,440 8,160 10,880 1. See page 4 for table General Notes,connection details and beam depth limitations. 2. Install screws from both sides of beam. 3. Install screws from side opposite hanger only. 4. Install screws from hanger side only. 5. 6"SDS or WS screws can be used with Parallam®PSL and Microllam®LVL,but are not recommended for TimberStrand®LSL. Page 2 of 8 CONTACT US - 1.888.iLevel8 (1.888.453.8358) -www.iLevel.com AWeyerhaeuser,Level,Microllam,Parallam.TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved ■ TECHNICAL BULLETIN LM April 2010 by Woyerna.:.user Bulletin TB-300 Table 1, 2A, 2B General Notes • Connections are based on NDSa 2005 or manufacturer's code report. • All plies must be the same material and grade. • Values are for 100%duration of load. Increase 15%for snow load or 25%for non-snow roof load conditions, where code allows. • Rotational effects should be considered for 7"wide beams loaded from one side only. • Capacities shown for face mount hanger conditions are based on 16d common (0.162"x 3'/z')nails installed in the hanger. Other nails used for face mount hanger installations invalidate the capacities in these tables. • Verify adequacy of beam with all loads applied by using iLevel software or other methods. ■ See the iLevel Trus Joist®Beams, Headers, and Columns Specifier's Guide(#TJ-9000)for required connections for uniform side loads. Bolt or Wood Screw Connection Details • 1/2"bolts-9/16'o maximum holes • 3/4"bolts-13/16"0 maximum holes T T • Lead holes not required for wood screws y Conc.Load Conc.Load m m Conc. Load Conc.Load Bm `o `o N ... 'O Q W , N W 10 N d v EQ. EQ. - --x --- - 2' Max (typ) 2 Fastener 4 Fastener 6 Fastener 8 Fastener Pattern Pattern Pattern Pattern Min. Beam Depth: Min.Beam Depth: Min. Beam Depth: d=7'/+'for 1/2"a bolts d=9%;'for'/2"e bolts d=11%"for'/2"o bolts d=9'/+"for'/4"o bolts d=14"for'/+"o bolts d= 16"for 1/4"o bolts Conc. Load Nailed Connection Detail � a T • *STAGGER NAILS TO • PREVENT SPLITTING 16d Sinker " 1 /2 9" (0.148"x 3'%/4") Typ LL1 Nail Pattern 16 2 Nail Pattern 18 Nail Pattern Page 4 of 8 24 Nail Pattern CONTACT US • 1.888.iLevel8 (1.888.453.8358) -www.iLevel.com AWeyerhaeuser,iLevel,Microllam,Parallam,Timberstrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR ©2010 Weyerhaeuser NR Company.All rights reserved. ■ p. • TECHNICAL BULLETIN March 2010 by Weyerhaeuser Bulletin E'. 300 Connection Design Example Given the floor framing shown below, specify the necessary connections for the a 3-ply Microllam®LVL beam supporting a 2-ply Microllam°LVL beam on one side and floor joists from the other side. The floor joists apply a 500 plf load to the side of the beam while the 2-ply beam reaction is 5,000 lbs. See the following page for the solution. Brg. (Typ.) , r � Additional 3-1'/:' x 14" Microllam`'LVL Beam, Flush Connection ` -- - - --------- - - --------------- - Required for r - -- ---- - Concentrated Face Mount Hanger with 5,000 lbs Reaction Load r - 2- 13/4" x 14" Microllam°LVLT 14" Floor Joists @ 24"o.c., Typ. Beam, Flush L -- -- ------ ----___ - ------------- 4'-0" 11, I Partial Framing Plan Page 6 of 8 CONTACT US • 1.888.iLevel8 (1.888.453.8358) -www.iLevel.com AWeyerhaeuser,iLevel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR 02010 Weyerhaeuser NR Company.All rights reserved a ' TC: f% UK11f% A1 0111 1 CTIA' et Forte MEMBER REPORT Level,Floor Flush Beam } whWare 3 PIECE(S) 1 314"x 14" 1.9E Microllam(�)LVL PASSED O,ro�t ler rrh fn""' r l (J All Dimensions are Horizontal:Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF System:Floor Member Reaction(lbs) 7595 g 2" 7809 Passed(97%) -- Member Type:Flush Beam Shear(lbs) 6837 @ 1'5 112" 13965 Passed(49%) 1 0 Building Use:Residential Moment(Ft-lbs) 25215 @ 4'11 718" 36387 Passed(69%) 1 0 Building Code:IBC Live Load Deft.(in) 0.356 @ 7'1 13116" 0.489 Passed(U494j Design Methodology:ASD Total Load Dell.(in) 0.456 @ 7'1 718" 0.733 Passed(U386) Deflection criteria:LL(U360)and TL(L1240). Design results assume a fully braced condition where all compression edges(top and bottom)are property braced to provide lateral stability- Bracing(Lu):All compression edges(top and bottom)must be braced at 13'15116"olc unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports Total Available Required Support Reactions(lbs) Accessories Bearing Beating Bearing Dead I Floor t Raaf f Snow 1-Stud wall-Spruce Pine Fir 3-50" 3-50" 3 40" 1641/5955/010 Blocking 2-Stud wall-Spruce Pine Fir 3.50' 3.50" 2.33" 1164 4045 10 10 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed Loads Location Tributary Dead Floor Live Roof Live Snow Comments Width (0.90) (1.00) (non-snow:1.25) 1-Unr,'orm(PSF) 0 to 15' 1' 100 0 4020 0.0 13 IT F ocr 2-Point(lb) 4' NiA 1000 B00D 0 0 Location Analysis sheat(lbs) Moment(Ft–lbs) Comments Actual I Allowed I LDF Actual I Allowed/LDF 1-3' 6035/13965?1.0 191861 36387/1.0 BOLTS LEFT OF HANGER 2-5' 39112569 109 25215 t 36387 1 1.0 BOLTS RIGHT OF HANGER I Forte'"Software Operator Job Notes 3125/2010 90221 AM iLeveM Forte—0.1,Design Engine:V4.8.0.1 Page 1 of 1 Page 8 of 8 CONTACT US • 1.888.iLevel8 (1.888.453.83581 •www.iLevel.com AWeyerhaeuser,iLevel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR©2010 Weyerhaeuser NR Company.All rights reserved. ti JULIUS LEE PE. wa;a Edk C, RE: 440229- Beaches Habitat r. 1109 COASTAL`*Ay BLV BOYNTON BEACH,EL 33 Site Information: * _ Project Customer: Habitat for Humanity- Beaches Project Name: 440229 Model: 3- ' °' ° Lot/Block: ' t a Subdivisiorr. tL r Address: Lot 6 Orchid Street X Cw 6 O UJ Ln City: Atlantic Beach State: Florida �f w � m v aa' c '� � r` Name Address and License#of Structural Engineer of Record, If there is one,for t;-6*f11g-. Name: Paine, Lawrence A., PE License#: 21475a y Q z6 Address: 319 Oglethorpe Blvd. 1 t: , G City: St.Augustine State: Florida ` c v w General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawi J g � Show$peN�al � " Loading Conditions): od L � o c; a FBC 2010/TPI 2007 Design Program: MiTek 20/20 7.34 a ", ° `` c ASCE 7-10 Wind Speed: 130 mph Floor Load: N/A psf C. 0 2 a Roof Load: 32.0 psf * L Y This package includes 13 individual, dated Truss Design Drawings and 0 Additional Drawings. M.? Q. j g With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this ih_dex sheet ® conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. . a� 3 This document processed per section 16G15-23.003 of the Florida Board of Professionals Rules' . c In the event of changes from Builder or E.O.R. additional coversheets and drawings may pc0iq�- Q an< this coversheet. The latest approval dates supersede and replace the previous drawings. No. Seal# Truss Name Date 1 15929975 CJ01 .9/18/012 2 15929976 ,CJ02 9/18/012__1 3 15929977 CJ03 9/18/012] 4 15929978 EJ01 9/18/012-f 5 15929979 EJ02 9/18/0121 6 ;15929980 HJ01 9/18/012__1 ___.......... 7 15929981 ::HJ02 9/18/012 ;15929982 T01 9/18/012 j 9 15929983 T02 9/18/0121 10 15929984 T03 9/18/012 11 15929985 T04 9/18/012 12 15929986 T05 9/18/012 13_ 15929987 ,706 19/18/012 1 The truss drawing(s)referenced above have been prepared by MiTek /i� Industries,Inc.under my direct supervision based on the parameters \vs S'K NSproJZo vided by Builders FirstSource(Jax). 'Truss Design Engineer's Name: Julius Lee ' 869 My license renewal date for the state of Florida is February 28,2013. r, A NOTE:The seal on these drawings indicate acceptance of ; p '• WJ professional engineering responsibility solely for the truss T '. STATE OF components shown. The suitability and use of this component % Fro..... for any particular building is the responsibility of the building /////0NM- designer, per ANSI/TPI-1 Chapter 2. �� i i i t\S� tember 18,2012 141 1 of I Julius Lee M 1 � Job Truss TmSe Type Ctty Ply Beaches Habitat 15929975 440229 CJO1 Jack-Open Truss 8 1 Job Reference o 'ora Builders FirstSource, Jacksonville,FI 32244 7.350 s Jul 312012 MTek Industries,Inc.Tue Sep 18 12:13:57 2012 Page 1 ID:i6gcZrl8SBtHbCIIhGMQqaiDRg-8?3VmFsyg2rGOVVOVRIpVDTaug68WdnCQ HulHycP_ 2-0-0 1-0-0 sa.-rae a 4M F m n 4 / an= Plate Offsets 12:0-6-6.0-0-41 LOADING(ps) SPACING 2-0.0 CSI DEFL in (lac) Udefl Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.31 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.04 Vert(TL) -0.00 5 >999 180 BCLL 0.0• Rep Stress Incr YES WB 0.00 Horz(TQ 0.00 2 We Na j SCOL 5.0 Code FBC2010/TPI2007 (Matrix-M) Weight:8lb FT 20% LUMBER BRACING —1 TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0.0 oc pur ins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. MMiTek recommends that Stabilizers and required cross bracing be installed REACTIONS (Ib/size) 2=190/0.38(min.0.1-8),3-47/Mechanical nn. truss erection.in accordance with Stabilizer Installation guide - -- Max Harz 2=60(LC 8) Max Uplif12=228(LC 8),3=58(LC 2) Max Grev 2=232(LC 2),3=82(LC 10) \\\1)SI FORCES Pb)-Max.CompJMax.Ten.-All forces 250 Pb)or less except when shown. \ ! NOTES (7-9) \` ,v \GENS'F 1 Wind:ASCE 7-10;130m ph(3-second gust)Vasd=101mph;TCDL=4.2psf,BCDL=3.Opsf,I--18ft;Cat.II;Exp C;End.,GCpF0.18;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL--1.60 plate grip DOL=1.60 34869 2)This truss has been designed fora 10.0 psf bottom chord live load nonconcunent will any outer live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 380 tall by 2-0.0 wide will fit between the — bottom chord and any other members. 4)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 228 Ib uplift at joint 2 and 581b uplift at joint 3. STATE OF •• ��� 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. \ 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the ,�L ORID P ••• \ responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 9)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd,Boynton Beach,FL 33435 '''/,,!O N A� \\�` LOAD CASE(S)Standard it September 18,2012 A WARNING-Verify design parameter and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mf!-7473 BEFORE USE. Design valid far use only with MOek connectors.This design is based only upon parameters shown,and is for on individual building component. Applicability of design poramenters 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 ternWory bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure's the responsibility of the building designer.For general guidance regarding 1 109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Sally Information available from Trus Plate Institute,583 D'Onotrio Drive,Madison.WI 53719. CITY OF ATLANTIC BEACH } 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 12-00001525 Date 2/05/13 Property Address . . . . . . 610 ORCHID ST Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES GEN 2F DISTRICT Application valuation . . . . 75000 -------------------------------------------------------- Application desc NEW HOME ------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- BEACHES HABITAT BEACHES HABITAT PO BOX 50939 1671 FRANCIS AVENUE JACKSONVILLE BEACH ATLANTIC BEACH FL 32233 JACKSONVILLE BEACH FL 32240 (904) 241-1222 (904) 241-1222 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X -------------------------------------------------- Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc . . Sub Contractor . . FLORIDA AIR SERVICE & ENG.LLC Permit Fee . . . . 91 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/04/13 ---------------------------------------------- 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. 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. bhP PERMIT ISNTU1O�l3 0P111ZT*15AC� Cq §t&N0K*Af a@& 1 ����tAN�C� A�mE"FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH ts1 800 SEMINOLE ROAD } ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 12-00001525 Date 2/05/13 ---------------------------------------------------- Special Notes and Comments maintained by owners . Ensure sidewalk constructed with <0 . 2% slope towards street . (Detail shows slope away from street . ) 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE FOR AN APPROVED FINAL MECHANICAL A/C INSPECTION, A STICKER SHALL BE INSTALLED ON THE AHU TO VERIFY THAT DUCTS HAVE BEEN SEALED, A CERTIFICATION SHALL BE ON SIGHT FOR THE INSPECTOR STATING THAT THE A/C SYSTEM PASSED THE "AIR BLAST INSPECTION" FROM AND INDEPENDENT TESTING AGENCY. 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 . 00 STATE MECH DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----- ---------- ---------- Permit Fee Total 91 . 00 91 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 95 . 00 95 . 00 . 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 l�Z Ph (904) 247-5826 Fax (904) 247-5845 /Z JOB ADDRESS: I D OQC-to& PERMIT# PROJECT VALUE $ NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity I Tons Per Unit 2 Heat: Unit Quantity BTU's Per Unit Seer Rating l3 Duct Systems: Total CFM REQUIRED REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTR#L A SOT UIRED Air Conditioning: Unit Quantity Tons Per Unit RE Q Heat: Unit Quantity BTU's Per Unit Seer Rating REQUIRED Duct Systems: Total CFM FIRE PREVENTION 3 sets of Tans 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 PIPING Heat Exchanger Quantity of Outlets Pumps #Vented Wall Furnaces Refrigerator Condenser BTU's # Water Heaters Solar Collection Systems Tanks (gallons) Wells 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 GACg -A4tb/M Phone Number f iL ��2 Office Phone C Fax�Z3 SS Mechanical Company 't�-OILd 4 Co. Address: �T� ft><I �j oca 3Dr City PoN� I)ARA State— Zip .�`�°� �•GF ' c� State Certification/Registration# CA_C(1 SZ 3 License Holder (Print): ��o. . •• Notarized Signature of Lgena aldel°�s _* z — — n ar -§ubscribed e me is day of a2rto _20 'yam' •' r I of Notar Public LI L; �`� j t`:1.►tl f CITY OF ATLANTIC BEACH -y J 800 SEMINOLE ROAD N� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 r Application Number . . . . . 12-00001525 Date 2/19/13 Property Address . . . . . . 610 ORCHID ST Application type description SINGLE FAMILY RESIDENCE Property zoning . . . . . . . RES GEN 2F DISTRICT Application valuation . . . . 75000 ---------------------------------- Application desc NEW HOME ---------------------------------- Owner Contractor ----------- -------------- ---------- BEACHES HABITAT BEACHES HABITAT PO BOX 50939 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 JACKSONVILLE BEACH JACKSONVILLE BEACH FL 32240 (904) 241-1222 (904) 241-1222 --- 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 150 AMPS Sub Contractor LIMBAUGH ELECTRICAL CONTRAC . 00 Permit Fee . . . . 115 . 00 Plan Check Fee Issue Date Valuation . . . . Expiration Date . . 8/18/13 ----------------------------- 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. list Roll off container company must be on City app roved 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 O ftSAC' gh& � ��S N�� � V �NA FA AG E FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 12-00001525 Date 2/19/13 ---------------------------------------------------------------------------- Special Notes and Comments maintained by owners . Ensure sidewalk constructed with <0 . 2% slope towards street . (Detail shows slope away from street . ) 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE FOR AN APPROVED FINAL MECHANICAL A/C INSPECTION, A STICKER SHALL BE INSTALLED ON THE AHU TO VERIFY THAT DUCTS HAVE BEEN SEALED, A CERTIFICATION SHALL BE ON SIGHT FOR THE INSPECTOR STATING THAT THE A/C SYSTEM PASSED THE "AIR BLAST INSPECTION" FROM AND INDEPENDENT TESTING AGENCY. 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 . 00 STATE ELEC DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 115 . 00 115 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 119 . 00 119 . 00 . 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 / ,TOB ADDRESS: PERMIT# Z' JOB JEA INFORMATION REQUIRED ON ALL PERMITS AMPS `� VOLTS PHASE VALUE OF WORKSt 400 - Lim NEW SERVICE ❑ Overhead 00 Underground QJ Underground up Pole ❑Residential(Main) Seyvice 00-100 amps 01-150amps 0151-200amps ❑ amps # of Meters ❑Commercial(Main) ervice 00-100 amps ❑101-150amps ❑151-200amps ❑ amps OCT Service amps Conductor Type Size ❑Multi-Family(Main)Service ❑0-100 amps ❑101-150amps ❑151-200amps ❑ amps # of Unit Meters ❑Temporary Pole ❑ amps SERVICE UPGRADE ❑ amps ❑ CT Service amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) ❑100 amps ❑150amps 0200amps 0-amps OCT Service amps ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switches: 0-30amps 31-100amps 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 l�Smoke Detectors_Qty ❑Transformers KVA ❑Motors hp ;} FIRE ALARM SYSTEM (Requires 3 sets of plans& Fire Alarm Checklist) VALUE OF WORK$ Qty volts/amps REPAIRSIMISCELLANEOUS [.]Replace Burnt/Damaged Meter Can ❑Saety Inspection ❑Panel Change DOH 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. ZZ ���. -'Grjj t Phone Number Property Owners Name Electrical Company m1CL���t� u «�-�nt rGuC*'rYA ►�-U�ce Phone Z`-���Ct OS� Fax Co. Address: Z S ��h St City f�Cto i G 'smctate (::71 Zip �z233 License Holder (Print): State Certification/Registy OD1500��Q9 Notarized Signature of i en j STD 0—TT-- Barbara 20 3 51fPt�D�868 81 ff /� , s scrib before met ' IGY f `" is?nature o otary Public CITY OF ATLANTIC BEACH 800 SEMINOLE ROAID ATLANTIC BEACH FL 3 233 C E R T I F I C A. T E O F ® C C U P A N C Y P E R M A N E N Issue Date . . . . . . 5/17/13 Parcel Number . . . . . 170911-0020- Property Address . . . 610 ORCHID ST ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . RES GEN 2F DI.STRICT Owner . . . . . . . . . BEACHES HABITAT Contractor . . . . . . BEACHES HABITAT 904 241-1222 Application number 12-00001525 0 0 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . TYPE, 5-3 Occupancy type . . . . RESIDENTIAL Flood Zone . . . . . . ZONE X )� Approved . . . . . . . Buil g Official VOID UNLESS SIGNED BY BUILD NG OFFICIAL CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Contractor Name: �� i/1 �`-� %J � 'T Permit #: Z 6 Property Address: �� r�h g X, Legal Description: Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: �?f Single-Family Residence ❑ Commercial ❑ Other: Lowest Floor Elevation: Required As Built FFE The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Public Works Public Utilities 1 Building Planning Tre:ae�d �M / Sat . 0 Final Survey with FFE Ye � i3 No /�077i lS �0 B S /0 All Re-Inspect Fees Paid s No �3 Termite Treatment Yes No /✓o7�7�L`Q �i r8 ate•/D. Graham Shirley From: Graham Shirley Sent: Friday, May 10, 2013 12:43 PM To: Carper, Rick; Kaluzniak, Donna; Walker, Chris; Nodine, Phil Cc: 'jwalker@coab.us'; Jones, Mike; Hall, Erika; Clemons, Malcolm; Daniels, Freddie Subject: 610 Orchid St 12-1525 Rob with Beaches Habitat has requested a CO inspection for Tuesday 5/14/2013 (needs early am if possible) Rob can be reached at 3341202. Rick, Rob said Paul will Bring you the as-builts. skLrleu c,rahavu Atlantic Beach City Hall 800 Seminole Rd Atlantic Beach, Fl 32233 904 247 5800 sgraham@,coab.us i o � e I y{ 17- 6 Z0 6Zo 0 rnC I0o D F N i f ( a131� ,8669 M„OO,ZZ.LON ) o �^: r � ����� 'M 00 ZZ LON � � cn_ 3 ,00.0/ N Z 30N33 000M .9 00 —I m O QOOM 4 L a _ _ �i z ,o -D 07 o J m pm D o Z O co A Zm M r V x z X � m � WO N m O �) N N�mp A 4 �J� O T DO o �' / P O O O O O -, Dm_� 000 _ m T1 N Oil wmi X ,S �� ) £'SZ l-LLP a, n J _ (n JJ i I Z MM T C) V '00 _ o X I n OUfo O� \� k r I Z � � D 00 � O Lo m i = per I r ��. mZ 2 o O z _ O Ui m ITI f'l �0 s pnTx O � 'O p I J $ I N• O O ui 1 0 Z7 M N C 91 N O D I cn 0 D (i I k + 0) m fn VJ O m n A "oCO � \ N CIL Ln m .0.01, Om r/ ^�)X Do £sl, b m on rT N � 4040d (n = N /3t3210N00 C383AQ2 \ N O -TjDco C X X TI O C7 p O m F- o o�" n Z N u D n v o i r p o �7 oQ noO C x kN O m T v o k C 1 mZ wA� <�< N\ �4 z Z O O m DJ O m m S2�•J Z �� p DVf N Z l X20 1 0 Po Ln LAom o N OJ NZ O cH�£ o S0 R��N r OF O AY Sfr e PA SFO p�BL/c R C�36j SNCNROAD 2) ecF�An41IRk. 4,4 @ NCVO' Ols� 1929 m 0 0 r---I z _ F: � = nrn0 C (DZZO = O = m n No< � ( ° cZm r m m D3C r -, > cc] o m � o Co O cnz0 no0zmo Z O W co ��� 0XJn0 � r� to m>00 Za: XmD -Ti � v V) OMc moDxx O �� I * 0y nC-:) m - TI 0 (/) p >� rO �OD � O O o �cn^�C-4 0 .NWJ rn �rc� - O m Z Z rriz�LA mZcn-+ WMA °�> mm (� � � m D=_jz0�O1Dmin , ^ m�-1 DD < nor X m �mr) 0co> �:� V/ =ccn� x -� cn K: = X z(nnv lu z �n 'rm DSK: Z M II -iZ �ornontn Dz Ln O o0 -z—i -0 ? mD ; O oX 7,C) > o� D O � -I � N D D crm0cm>co z 2 rr -u o�ocn�-I m 0 O = -DOM O -0 Z00mp�• ID > > O ZmJ D DJzor C D 6m0Nn Z0 mQ� C7 � X <r g O D N ? 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Malcolm From: Graham Shirley Sent: Friday, May 10, 2013 12:43 PM To: Carper, Rick; Kaluzniak, Donna; Walker, Chris; Nodine, Phil Cc: Walker, Jennifer; ]ones, Mike; Hall, Erika; Clemons, Malcolm; Daniels, Freddie Subject: 610 Orchid St 12-1525 Rob with Beaches Habitat has requested a CO inspection for Tuesday 5/14/2013 (needs early am if possible) Rob can be reached at 3341202. Rick, Rob said Paul will Bring you the as-builts. 'SKYted crakotnk Atlantic Beach City Hall 800 Seminole Rd Atlantic Beach, F1 32233 904 247 5800 saraham coab.us r Graham Shirle From: Clemons, Malcolm Sent: Tuesday, May 14, 2013 10:07 AM To: Graham Shirley Cc: Walker, Jennifer Subject: RE: 610 Orchid St 12-1525 Backflow Inspection OK. Malcolm From: Graham Shirley Sent: Friday, May 10, 2013 12:43 PM To, Carper, Rick; Kaluzniak; Donna; Walker, Chris; Nodine, Phil Cc: Walker, Jennifer; Jones, Mike; Full, Erika; Clemons, Maicolm; Daniels, Freddie Subject: 610 Orchid St 12-1525 Rob with Beaches Habitat has requested a CO inspection for Tuesday 5/14/2013 (needs early am if possible) Rob can be reached at 3341202. Rick, Rob said Pau!wii! Bring you the as-builts. Slh%rLeU c,rokom Atlantic Beach City Hall 800 Seminole Rd Atlantic Beach, F132233 904 247 5800 sgraham@,coab.us 1 Graham Shirley From: Graham Shirley Sent: Wednesday, May 15, 2013 2:29 PM To: Carper, Rick Cc: Kaluzniak, Donna; 'jwalker@coab.us' Subject: 610 Orchid St What do you guys need to sign off for the CO ?? ShlrLed Cjr[*PVVL Atlantic Beach City Hall 800 Seminole Rd Atlantic Beach, Fl 32233 904 247 5800 sgraham@coab.us 1 H r w r £ r r I H I S+'0 0 n i H w r U' vri w ao -j m �o d r o l k i ro O d H tU I J " I to N 1 �%� I O 0 0 0 0 0 0 0 l o H I z r 0 y i d y i M ry0y. 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O mm E m r R w ' rt IQ m rt p H M M rt m r'J` m �'Dm O w m a I parr 11 N nm a w xIQ �� i rat W p << � p rwr rt En rt I rtn w H. m N W A O I rt o w r Ort p M •• H- mb`r0 m O "� " o mN 1 NN I .a p ; N N o 10 rTo x a p xw ~ a m Y I .•]'rt rnr raj ' m rt rt Orf rmipoa w rt w am N ox ", i 1 H f H m p oI n I 1 aaX< v �m n mro ; �� rr H• O rt I O H- m E tl• r m I M O E m m m I p ,..i ''< m m ' I I In rt ti m 0 ' \ O r m re a i 1 H I I I 1 \ 1 I 1 I W J I I Walker, Jennifer From: Carper, Rick Sent: Friday, May 17, 2013 10:34 AM To: Graham Shirley Cc: Walker, Jennifer; Nodine, Phil; Daniels, FrEdaie Subject: RE: 610 Orchid St 12-1525 Shirley, CO approved by PW. Habitat to make required street repairs Monday. Rick Ricky L. Carper, P.E. Public Works Director/City Engineer City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 rcarper a(..coab.us PH: (904) 247-5834 Fax: (904) 247-5843 From: Graham Shirley Sent: Friday, May 10, 2013 12:43 PM To: Carper, Rick; Kaluzniak, Donna; Walker, Chris; Nodine, Phil Cc: Walker, Jennifer; Jones, Mike; Hail, Erika; Clemons, Malcolm; Daniels, Freddie Subject: 610 Orchid St 12-1525 Rob with Beaches Habitat has requested a CO inspection for Tuesday 5/14/2013 (needs early am if possible) Rob can be reached at 3341202. Rick, Rob said Paul will Bring you the as-builts. skirled cvaham Atlantic Beach City Hall 800 Seminole Rd Atlantic Beach, Fl 32233 904 247 5800 sgiaham ,coab.us 1