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630 Orchid St SFR 2013 r j -L►`11' CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 f D1I19 Application Number . . . . . 13-00002508 Date 5/03/13 Property Address . . . . . . 630 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 SINGLE FAMILY HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . SINGLE FAMILY DWELLING NEW Additional desc . . Permit Fee . . . . 155 . 00 Plan Check Fee 77 . 50 Issue Date . . . . Valuation . . . . 75000 Expiration Date . . 10/30/13 ---------------------------------------------------------------------------- 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 . Sidewalk location to be coordination with City Inspector. Call 838-8076 to schedule . All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from the edge of pavement to the property line. Reinforcing rods or mesh area not allowed in the right-of-way. Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste PERMIT IS � � [�f' I� ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00002508 Date 5/03/13 ---------------------------------------------------------------------------- Special Notes and Comments 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. Maximum driveway length at curb with flares = 241 . 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 2 . 33 DEV REVIEW-SINGLE & 2-FAM 50 . 00 ENG REV RESIDENTIAL BLD 100 . 00 STATE DBPR SURCHARGE 2 . 33 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 155 . 00 155 . 00 . 00 . 00 Plan Check Total 77 . 50 77 . 50 . 00 . 00 Other Fee Total 5629 . 66 5629 . 66 . 00 . 00 Grand Total 5862 . 16 5862 . 16 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. City of Atlantic Beach APPLICATION NUMBER Building Department �o beassi assigned b the Building De a.:mant. 9 � � t� 9 Y 5 P" ) 800 Seminole Roadt Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)245845 f E-mail: building-dept@coab.us - I3 Date routed: City web-site: http://www.coab.us \ J APPLICATION REVIEW AN � CKING FORM Property Address: V���/ �( t review required Yes No S B Ing Applicant: C< nning &Zonin TF6_67EffiinListrator Project: (rlJ /7) ub _ Public Safety Fire Services 'iusiINUIRIN X 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: G., BUILDING PLANNING&ZONING Reviewed by: %O s� 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: Revised 07/27/10 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 Job Address: 6-30 G PCW ST- /¢i 1, N l tC ���-/� Permit Number: Legal Description Lg7`�4Of 3 Parcel# Floor Area o q. t. q. 't Valuation of Work S 75, oda I'll Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): Cew) Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commercial Residential If an existing structure,is a fire sprinkler system installed? (Circle one): es N/A Florida Product Approval # For multiple products use product approva orm Describe in detail the type of work to be performed: 4 3R0_/3f-00,M .s�^�_�/� l`�9.�t��,/ /►G X11� Property Owner Information: Name:_SeAec es /496;1-47- 54rY Address: 167/ %—t-,qjvcis Aye— city f1 -)"4 �t'i I2,eAc11 State Zip" 2 z 4 Phone 9G-�Y ZY1 /212 E-Mail or Fax#(Optional) Contractor Information: Company Name: s� c�e �n��1`r�T-j`(Z /�u-.r/�r.�`y Qualifying Agent: Address: 16 7/ Fh4 tee—If /I i,e- City AT-[4117'1c be""l State il'�L Zip :i:2? Office Phone,2 J// 12-2 Z Job Site/Contact Number 1_39',1'171 Fax# State Certification/Registration# Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the issuance of a permit and that all work wc11 be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for aWeriod ofsix(6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells,Pools, Furnaces, Boilers,Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 1 hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type o1 work will be complied with whether speci ted herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other federal,state, or local law regulating construction or the performance of construction. Signature of Owner Signature of Contractor Print Name �LD........ .� .qty........................................... Print Name �12NOLd 6ruST�FCfy Sworn to and subscribed before me Sworn to and subscribed before me t ay of0 i ,201 this Day of 201 pt, JOYCE A.A.FRI AN o Public �°. ,`�: CE M� t Public ?2°. Notary Public State of Florida . + n Notary Public-State of Florida Nom. :Pe My Comm.Expires Jun 10,2013 s: "°� Iy Camm. �r 0,2013 �' Commission#DD 897794 7794 rrnnN� r4nuuP BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH , 800 Seminole Road, Atlantic Beach, FL 32233 FILE C Office (904) 247-5826 Fax (904) 247-5845 Job Address: &3o C f2 A f' D ST q r44 N T C Permit Number: Legal Description 44',tP 0.3 Parcel# Valuation of Work$_7ooh Floor sea o �q F't. q. 't Proposed Work heated/cooled non-heated/cooled Z Class of Work(circle one): cew) Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) circle one): Commercial CResident ai 1_: If an existing structure,is a fire sprinkler system installed? (Circle one): 4fe__ N/A Florida Product Approval # For multiple products use product approval orm Describe in detail the type of work to be performed: (_ "J 0 A 3 1;,,t3t-oo�x 9130'r), Sidle 5 7`oR y Property Owner Information: Name:_(3eAzt es /SIR 6;P47-%,R /�unr��.rY Address: /&,?/' %—r-p N4ci f Aye City fl rAg&)4C lei eAC11 State RZip .27_4 Phone 2 E-Mail or Fax#(Optional) Contractor Information: Company Name:_(3&,1"e 'It-i-'<tz ,c 0t0 y Qualifying Agent: Address: fly 7/ FCity ATI Q a T iL /5~11 State Zip .22 7 Office Phone,2Yi -/2.2 Z Job Site/Contact Number .2;�e Sl 7/ Fax-# State Certification/Registration# Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated I certify that now or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for aperrod of six r6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing,Signs, Wells,Pools, Furnaces, Boilers,Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 1 hereby certify that 1 have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type o work will be complied with whether speci-ed herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other federal,state, or local law regulating construction or the performance of construction. Signature of Owner Signature of Contractor Print Name L1) 6:"-474 FSaN Print Name A/ztvo�d GuST�Fs�rr Sworn to and subscribed before me Sworn to and subscribed before me t lis ` Day of p,2 i 20(_,") this 1W Day of 20 2) `•puU U,,� pNV P'��i C/Nothry Public Notary Public-State of Florida t Public ?* ;°= Notary Public-State of Florida s` Pdc My Comm.Expires Jun 10,2013 "sal o,; K Com��m� ir 0,2013 �.••'• Commission DD 897794 OF F� •• ��itthli siert �0 7794 It' CITY OF ATLANTIC BEACH :a PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH, FL 32233 J;31� (904) 270-2535 or(904) 247-5874 NEW WATER/SEWER TAP REQUEST Date: Project Address: 63b 66449, No. of Units: Commercial Residential ✓ Multi-Family New Water Tap(s) eter Meter Size(s) `f� New Irrigation Meter Upgrade Existing Meter from to (size) New Connection to City Sewer V Name: Applicant Address: City: Atlantic Beach State: Zip: Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# Water System Development Charge $ /, NO, 0V Sewer System Development Charge $ a vp Water Meter Only $ / Water Meter Tap $ (notes) Sewer Tap $ Cross Connection $ Sy Other $ TOTAL $A11 Z� APPROVED: (Utility Dir for or Auth ized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED City of Atlantic Beach ���� APPLICATIQN NUMBER Building Department � (To be assigned by the Building Department.) 800 Seminole Road ApR Atlantic Beach, Florida 32233-5445 2X013 ° " Phone(904)247-5826 • Fax(904)24 - E-mail: building-dept@coab.us JLDate routed: Cityweb-site: http://www.coab.us �J APPLICATION REVIEW AND TRACKING. FORM Property Address: (J�C�1/ t review required Yes NO B ' 9ng Applicant: G� nning &Zonin ' 1 ree nistrator Project: Public Safety Fire Services I MEMMM"Mmm 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: pproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. P 'h& Comments: LI TIL I S PU LIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by:_—_,_--- Date:__ Revised 07127/10 City of Atlantic Beach 111 Building Department -pi� 800 Seminole Road Atlanticeach FloridaFl orida 32233- 5445 q . Phone(904)247-5826 • Fax(904) -5845 R 2 2 r'J 2 7� E-mail: building-dept@coab.us 2 �.: 0 ._.. City web-site: .coab.us j� b �/ xz APPLICATION REVIEW AND ' CKING. FORM Property Address: ��Ch l T t review required Yes No D OW Applicant: �S onintrator Project: (,V m i Pubiic Safety Fine Senrioes Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept of Environmentaj 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 ane.) Comments: BUILDING PLANNING&ZONING Reviewed by. Date: � Z TREE ADMIN. Second Review: DApproved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: EJApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 II City of Atlantic Beach APPLICATION NUMBER Building Department To be assigned by the Building D a, Ment. 800 Seminole Road pi 2 Atlantic Beach, Florida 32233-5445 i` Phone 904 247-5826 • Fax 904 247-5845 EE-mail: building-dept@coab.us Date routed: y City web-site: http://www.coab.us �— APPLICATION REVIEW AND TRACKING. FORM Property Address: CJ��/1 / t review required Y No Ing Applicant: Applicant: C< B nn ng &Zoning--' / 1 ree nistrator Project: Public Safety Fire Services a 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: APDL ATION STATUS Reviewing Department First Review: Approved. Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: Date: TREE ADMIN. Second Review: []Approved as revised. E]DenieJJ PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: !� FIRE SERVICES Third Review: ❑Approved as revised. ®Denied. Comments: . .eviewed b;,,;: Date: Revised 071271",G City of Atlantic Beach � iAPPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 r° .J(/ '- Phone(904)247-5826 • Fax(904)247-5845 p �f, y E-mail: building-dept@coab.usDate routed: i City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: (J��h l T t review required Yes No Applicant: s ) nning &Zonin JJ'' ll ree nistrator Project: Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt I 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: EPpproved. []Denied. (Circle one.) Comments: BUILDING P NNING&ZONING Reviewed by: �i� 'Y".QQJ Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: i PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: i FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 e DO NOT WRITE BELOW- OFFICE USE ONLY Applicable Codes: 2010 FLORIDA BUILDING CODE Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: Y_2 2-/9 Development Size Habitable Space 1-23 SF. Non-Habitable as y Impervious area Miscellaneous Information Occupancy Group Rces, � J Type of Construction']�776 Number of Stories / Zoning District 't'yl Max. Occupancy Load Fire Sprinklers Required Flood Zone X Conditions/Comments: NOTICE OFNIL t 117 XT Permit No. x Folio No. State of Florida, County of Duval FILE U � t it THE UNDERSIGNED hereby give notice that the imp real property in accordance w Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property (legal description of property and address if available): r i 630 0(2.Ajd) S F/r 2. General Description of improvements: 06ti ) A 3 �z pf.���t hire Owner Information: a)Name and Address: '5el+e4�-< NA CS, AT Fa fz /l L&,H1?wt Py (jt7/ Fr-p Nc's A ye- 117L,4,y�Ic b) Interest in property: 0 1.",ye6 Name and address of simple titleholder(if other than owner): 4. Contractor Information: a)Name and Address: 3.°/9c�,3 11,931raT Fw 1qc,—,,4N,ry /fi7/ FrAKus eve A7,L1vH7-1c i3e/;,k, T=L, 3 2.13 b) Phone Number: 5. Surety Information: a)Name and Address: b) Phone Number: c) Amount of Bond: $ 6. Lender Information: a)Name and Address: b) Phone Number: 7. Person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by 713.13 (])(a) 7, Florida Statutes: a)Name and Address: Oiv►-t-e2, b) Phone Numbers of Designated Person: 8. In addition to himself/herself, Owner designates of to receiv a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes. a)Name and Address: b) Phone Number of person or entity designated by owner: 9 Expiration date of Notice of Commencement (The expiration date is one (1) year from the date of Recording unles different date is specified: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PAR- I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOI IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED ANI POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDIN( YOUR NOTICE OF COMMENCEMENT. The foregoing instrument was acknowledged before me this `?Tr\_day of 4,ORI l , 20 3 T�qTAWV PUBLIC, STATE OF FLORIDA o<►A-Y P�eJOYCE M.FREEMAN Notary Public-State of FloridaPrint Name: �� 'e 3s r`My Comm.Expires Jun 10,2013 � � Commission#DO 897794 Q�YYersonally Known llllll F1 Identification/Tvne- Doc#2013087823,OR BK 16321 Page 2077, Number Pages:1 Recorded 04/09/2013 at 12:41 PM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING$10.00 b ^ti C A c.a °eDO Oa :hc v� � SC Q r- (D �D n CD CD C: C O 0Zr CD Cr n. o °° °- =r w �s o UQ un c o n. n, oT w to EL °' �- � •.. ,CDS Q CD 0 O c �. W n CL O W rn-• � � n � b C: CL COO Oq u t OCD 00cD r� .� :� x to a -- z o n C CLCD '=7 o a O a. CD =- =' F m a cn a ., s✓ w O COO b o rn O .. CD ° O (D "t t ° ° �.7"p O A CD 0 q o CD o x ~ � NCL r-L cmn r w -� 3 � on CD a� O tv � 'd acr.�w�w+wuv cam 0CD CD ITI C z ITI ° _ n '=7 a- w- CL D w h UJ IVI 4U5-1 U FLORIDA IaNERGY EFFIC OxICY CODE FOR BUILDING C ONC 1 RUC<`i 10 Florida Department of Business and Professional Regulation - Residential Performance Method t. .-- ..l�T. 'a t=-""'•.r±i'aY'�+n!TAfrf t�7/�!� -CT1`_^t,t �.zT.�3'�R�Jb�TlrrwswN-tw�.n!+.ter-rs +si. Prniery NAme t Stnrv,S Bedrnnm DP.tAr:hP.d Sinner.Familv Builder Name: Hahilat Fnr Humanity hes Street: oRCti�4 -S7" FILE � 4re3 L 3 z 23 3 Permit Office: Duval Crty,Slate,zip �gTLr4HTr� So ash r P Permil Number: Owner: ere-4<S �����7'�T Jurisdiction: 1 444arr 'G �` 1 Design Location: FL,JacKsonvine 1. New construction or etdsfing New(From Plans) 9. Wall Types(1120.0 sgft) Insulation Area a Frame Wood,Exterior R-11.0 1120.00"1 2. Single family or multiple family Single-family b.N/A R= W 3. Number o1 units,i1 multiple family 1 c.N/A R= ft, 4. Number of Bedrooms 3 d.N/A R= h' S. Is th s a worst caseNo 10.Ceiling Types (1123.0 sI Insulation Area ? e.Under Attic(Vented) R=30.0 1123.00 ft' 6. Conditioned floor area above grade(ft') 1123 b.WA R= ft' Conditloned floor area below grade(11 0 c.WA R- ft' 11.Ducts R 111 7. Windows;(170.6 scift.) Description Area a.Sup:Attic,Ret:Main,AH:Main 6 224.6 a. U-Factor: Dbl,U=0.35 170.58 W SHGC: SHGC=0.35 b U-Factor: N/A W 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 24.0 SEER:14.00 c. U-Factor: N/A SHGC. 13.Heating systems KBur/hr Etnciency d. U-Factor: N/A 11, 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 8. Floor Types (1123.0 Kit.) insulation Area a.Electric Cap:40 gallons a.Slab-0n-Grade Edge Insulation R=0.0 1123.00 ft' b. Conservation features EF:0.920 b.N/A R= ft' None c.N/A R= fl' 15.Credits pstat Glass/Floor Area 0 152 Total Proposed Modified Loads: 24.02 C Total Standard Reference Loads: 30.68 "° I hereby certify that the plans and specifications covered by Review of the plans andi�''4�.6T,g'T�" this calculation are in compliance with the Florida Energy specifications covered by this !�`Q� Code. _ calculation indicates compliance - with the Florida Energy Code. lel I •:,:`:= .i�0 PREPARED BY: - Before construction is completed 21. �..,, r_ DATE: this building will be inspected for y compliance with Section 553.908 Florida Statutes `�' i I hereby certify that this building, designed, is compliance �4, r ��1 with the Florida Energy Code 74A4 Ul) -1"R%" OWNER/AGENT ___ BUILDING OFFICIAL: DATE: DATE: -- -- = 2 t -- Compliance requires completion of a Florin&Air Barrier and Insulation Inspection Checklist 1 0131201 2 2 39 Phi EnergyGaugK3 USAFlaRes2010 Section 405 4 t Gomoanl Sottware Page 1 of` WALLS AdjacentS Pace Cavity Width Height Sheathing Framing Solar Below _ 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 Width Height Area F1 In F1 In 1 W Wood Main Metal 0.36 3 0 6.7 0 20.09999 WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation InlShade Screening 1 S 2 Vinyl Low-E Double Yes 0.35 0.35 25.79999 6 ft 0 in 1 f10 in Drapes/blinds Exterior 5 2 S 2 Vinyl Low-E Double Yes 0.35 0.35 20.09999 6 f10 in 1 ft 0 in None None 3 W 3 Vinyl Low-E Double Yes 0.35 0.35 15.47999 1 ft 0 in 1 f10 in Drapes/blinds Exterior 5 4 W 3 Vinyl Low-E Double Yes 0.35 0.35 15.47999 1 h 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 ft 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 It 0 in Drapes/blinds Exterior 5 8 E 1 Vinyl Low-E Double Yes 0.35 0.35 15.47999 1 ft 0 in 1 h 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 f1 0 in Drapes/blinds Exterior 5 10 S 2 Vinyl Low-E Double Yes 0.35 0.35 2579999 6 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 INFILTRATION t1 Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse BestGuess 0000300 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 4 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 E nergyGauge®USA-FlaRes2010 Section 405.4 1 Compliant Software Page 3 of 5 FORM 405-10 Florida Cade Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS^ �3 a C-�)P S' PERMIT# TMyl s � 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 4034 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 >101kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. ra w.a.� �•, a�sx�.q.r I.wr�✓w.T.s.�+aM �.�� a..Rsw+r�w.+.wzw.�_..as�a+r.r9awgna a-�.w 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 COKPONEhT CRITERIA Project Name 1 I Redroom DgtachtgJ ngle Family Builder Name. Habitat For Humanity Beaches Street � o(zeik r ) S7, Permit Office: Duval City,State,21p: rL 32233 Permit Number Owner 'D eAckes Nig;r4r Jurisdiction. iryT'aerhC 6 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/doorjambs and framing is sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including Insulation is installed to maintain permanent contact with underside above-garage and cantilevered of subfloor decking. floors) Air barrier is installed at any exposed edge of insulation. Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, knee walls and flue shafts opening to exterior or unconditioned space are sealed. Narrow cavities Batts in narrow cavities are cut to fit, or narrow cavities are filled by sprayed/blown insulation. Garage separation Air sealing is provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures are air tight, IC rated, and sealed to drywall. Exception—fixtures in conditioned space. Plumbing and wiring Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation extends behind piping and wiring. Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier separating them from the exterior wall. Electrical/phone box on Air barrier extends behind boxes or air sealed-type boxes are installed. Common wall Air barrier is installed in common wall between dwelling units. HVAC register boots HVAC register boots that penetrate building envelope are sealed to subfloor or drywall. Fireplace Fireplace walls include an air barrier. EnergyGaugeS 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 J_ 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 1jP Pa e 3 Miscellaneous Report [Syst1 N,ain Floor Outdoor Outdoor Outdoor Indoor Indoor Grains em ut Date Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 32 29.92 80% n/a 72 n/a Summer: 94 77 47% 50% 75 48.06 Duct ting 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 Dat& 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 ---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 Syytem 1 Attic Dud Duct Surface From No. Typo Description Loc€bon Ceiling Leakage Insulation Area HADD 1 Supply Main Attic 166 0.09 6 304 No 1 Return Main Attic 16B 0.15 6 112 No I Wednesday, October 03, 2012, 2:37 PM Rhvac•Residential&Light Commercial HVAC LoadsElite Software Development,Int. Home Energy Services 1 Story,3 Bedroom Detached Single Family Jacksonville,FL 32218 Pa2e 5 Duct Size Preview Room or Minimum Maximum Rough.i Design SP; Ducti Duct; Htg Clg I Act. Duct Duct Name Velocity; Velocity) Factor; L/1 00 Loss, Velocity, Length! Flow _Flow Flow Size System 1 Supply Runouts Zone 1 __ 1-Livinc 450 750 0 01 450.3 104 241' 241 24 2-Br 3 450 750 0 0.1 452 34 ; `ao'j 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 •23;I 25 0-0 5-Br 2 450 750 0 0.1 514.4 67 70 70 1--5 6-Owners 450 750 0 0.1 612.6 76[:R4 j 84 1--5 7-Owners Bath 450 750 0 0.1 276.8 17 r 2.1. 24 1-4 8-Bath 2 450 750 0 01 190.6 [-=IIIF-1 717 1-4 9-Kitchen 450 750 0 0.1 554.8 31 1481 148 14 10-Dining 450 750 0 0.1 580 64 _gV1 79 1--5 Other Ducts Supply Main Trunk 550 600 0 0.1 538.4 426 TS2 752 16 Summary System 1 Heating Flow: 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 � Buildin Pie Chart Infiltration 8% Ductwork 19% Floor 37% .8 tt Building Lossry 21,081 3iDoor 1 r Btuh Yr , t Glass 11% •�S � M 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. Horne Energy Services 1 Story, 3 Bedroom Detached Single Family Jacksonville,FL 32218 t Page 9 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 06 tis' 900 1350 180° 2250 270` 315° High Rm. Room Rot. Rot. Rot. Rot. Rot. Rot. Rot. Rot. Duct No. Name CFM CFM CFf%fi CFM CFW, CFM CFhA 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 Building Rotation Front door Supply Sensible latent Net Deg s 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 N O " H- c 1.65 c � U 1.60 1.55L South Southwest West Northwest North Northeast East Southeast Direction Front door Faces = Buildinq Net Tonnaqe L Wednesday, October 03, 2012, 2:37 PM Rh -Residential 8 Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services 1 Story,3 Bedroom Detached Single Family Jacksonville,FL 32218 Pae 11 Building Rotation Duct Sizes Direction Front door Faces Room or S SW.- W NW .. N NE ! E -,SE Max Duct Name Duct Htg Clg Hlg Clg Hlg Clg Htg Clg Mg Clg Htg Cig Htg Clg I Htg Clg Size Flow Flow Flow Flow _Flow, Flow Flow_ .Flow Flow_ Flow Flow, Flow Flow - Flow Flow Flow System 1 Supply Runouts Zone 1 1-Living 104 r 241 104 C$�19 104 r.261 104 278 104 L2�41; 104 267 104 [_243 104 [L, 34 2-Br 3 34 62 34 39' 34�48 34�7 34 62. 34 34 34F. �5 34 1-5 3-AHU 1 �; 12. 1 2 12' 1 L_2 1 1 Cr2' 1 1-4 4-Hall 17 25 17 Lr 77: 17 27 17 26 17 _ 25. 17 25, 17 E-7�:gk 17 0-0 5-Br 2 67 70, 67 I 8ii 67 94 67 b3 67 70 67 C8D 67 _$7': 67 L.�_o 14 6-Owners 76 84; 76� 76 108 76 ,97- 76l 14; 76 76 ..101 76 F 14 7-Owners Bath 17 24 17 32' 17[,19 17 22i 1724: 17 2t 17=4 17 t � 1-4 8-Bari 2 17� 17 17 -,�r38 17 18 17 �7 _ 17 17 17: 16 17 17, 17 97; 1-4 9-Kitchen 31 148 31 151 31 142 31 X46: 31 1.18 31 141 31 31 145 1-7 1D-Dining 64 78r 64 i7 64 `.74: 64 92 64 r_ S. 64 ,`;$S'� 64 u 4 9 64 1-6 Other Ducts _ [=794 '_ _ Supply Main Trunk 426 752' 426 791':. 426 94, 426 820 426 752 426[ESaj.- 426E_74D 426 763. 16 Bldg High Dir.: Northv+est Sensible Gain: 18,031 Latent Gain:2,691 Summary System 1 Heating Flow: 426 Cooling Flow. 752 I Wednesday, October 03, 2012, 2:37 PM JULIUS LEE PE. RE: 457469 - Beaches Habitat 1109 COASTAL BAY BLVD, BOYNTON BEACH, FL 33435 Site Information: Project Customer: Habitat for Humanity- Beaches Project Name: 457469 Modekv3rBed p I °► Lot/Block: Subdivision: Address: 630 Orchid St G City: Duval State: Florida Name Address and License#of Structural Engineer of Record, If there is ong,'forthe buildi Name: Paine, Lawrence A., PE License#: 21475 f Address: 319 Oglethorpe Blvd. City: St. Augustine State: Florida a 4 r a s General Truss Engineering Criteria& Design Loads (Individual Truss 134sign'Drawings Show Specal F Loading Conditions): < £ C, �n FBC 2010/TPI 2007 Design Program: MiTc' 20/20 7 3 ASCE 7-10 Wind Speed: 130 mph Floor Load: N/A psf Roof Load: 32.0 psf �r q 4 ° �` c This package includes 13 individual, dated Truss Design Drawings and 0 Addjtional;Drawings. ; With my seal affixed to this sheet, I hereby certify that I am the Truss Design kngineer arrd this inde)i sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. U. This document processed per section 16G15-23.003 of the Florida Board of PiofesSionals QLles w In the event of changes from Builder or E.O.R. additional coversheets'anti drawir gs accompany this coversheet.The latest a royal dates supersede-and re lace the,`reviQus drawings F' No. Seal# Truss Name Date 1 116231033 ICJ01 12/19/01 ru N E I Q 12 116231034 1 CJ02 1 12/19/01 J 1 3 r?'° u a C 13 116231035 1 CJ03 112/19/01A FILE COPV W �� � �; N 11 14 116231036 1 EJ01 1 12/19/01 a L e- 3 15 116231037 1 EJ02 112/19/01J :,, a eC, - r 16 116231038 1 HJ01 112/19/012 k M 17 116231039 I HJ02 112/19/019 REVIEWED FOR (SDE C BifPLIANCE 18 116231040 1 T01 12/19/01 J 19 116231041 1 T02 112/19/012 CITY OF ATLANTIC CH 110 116231042 1 T03 112/19/01J SEE PERMITS FOR ADDITIONAL 111 116231043 1 T04 112/19/01J REQUIREMENTS AND CONDMONS. 112 116231044 1 T05 112/19/0 1-2 113 116231045 1 T06 112/19/01A REVIEWED W. / ► DATE: /�a The truss drawing(s)referenced above have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters ; J ' .••.N provided by Builders FirstSource(Jax). . F Truss Design Engineer's Name: Julius Lee _ o 3 869 _ My license renewal date for the state of Florida is February 28,2013. — A NOTE:The seal on these drawings indicate acceptance of % O professional engineering responsibility solely for the truss T '• FATE oP `_\ OR►D components shown. The suitability and use of this component '., S, ..... �O�` for any particular building is the responsibility of the building ///I ONiA\—\\ember 19,2012 designer, per ANSI/TPI-1 Chapter 2. 1 of 1 Julius Lee Job TCJ02 s Truss Type LtyPty Beadres HaDital 16231034 457469 Jack-Open Truss 1 Jab Reference(optional) Builders FirslSource, Jacksonville,FI 32244 7.350 s Jul 312012 MiTek Industries,Inc.Wed Dec 1912:51:26 2012 Page 1 ID:i6gcZd8SBtHbCI IhGMOgxziDR9-IjiX83JOxizWxV1 AMVIBSC3igzV WfH79DcWxNNty701 2-0-0 xk=,,os a ..r r, e, 3� Plate Offsets Offsets X 12:0-6-6.0-0-41 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft 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 Incr YES WB 0.00 Horz(TL) 0.00 2 n/a Na BCDL 5.0 Code FBC2010rrP12007 (Matrix-M) Weight:12 Ib FT=20 LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 30-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3=40/Mechanical,2=197/0.38(min.0-1-8),4=12/Mechanical Max Horz 2=92(LC 8) Max Upiift3=-41(LC 8),2=-226(LC 8),4=-21(LC 9) Max Grav 3=48(LC 2),2=238(LC 2),4=32(LC 3) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. N- TOP CHORD 2-3= \CENSE-446/97 .7�j BOT CHORD 2-4=-96/494 i i NOTES (7-9) /%/y"1' 1)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;Cal.ll;Exp C;End.,GCpi=0.18;MWFRS(envelope) CN"' 34869 _ gable end zone and C-C Extedor(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 — _ 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 load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide will fit between the ••�� Z7bottom 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�OR`O P joint 4. S •, _ 6) Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �,/ 1S,/ 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. 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 December 19,2012 A WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE AHI7473BEFORE USE. Design valid for use only with M7ek connectors.This design is based only upon parometers shown,and is for an individual building component. Applicability of design paromenters and proper incorporation of component is respomibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the Julius Lee PE. erector.Additionol 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 Infwmalion available from Truss Plate Imfitute,583 D'Orwfrio Drive.Madison,WI 53719. Job Truss Truss Type Qry 71y TBeaches.Holitat16231036 457469 EJ01 Jack-Partial Trussnce o ions Builders FirstSource, Jacksonville,FI 32244 7.350 s Jul 312012 MiTek Industries,Inc.Wed Dec 19 12:51:30 2012 Page 1 I D:i6gcZrl8SBtHbCI I hGMQgxziDRg-dUy2_R Mv?xTyQ7KxbLg7c2 D Mfapq b5618 E U8 W H y7OI z o-0 7-0-0 2-40 7-0-0 3 4W T, 3 a, 4 44= Plate Offsets X :0-0.10 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Weft 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 Incr YES WB 0.00 Horz(TQ 0.01 2 n/a n/a BCDL 5.0 Code FBC2010/TP12007 (Matrix-M) Weight:25 lb FT=20 LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-3 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 (Ib/size) 3=112/Mechanical,2=32010-3-8(min.0-1-8),4=33/Mechanical Max Harz 2=112(LC 8) Max UpliR3=-72(LC 112).2=1160(1_C 8) Max Grav 3=137(LC 2),2=383(LC 2),4=79(LC 3) \\�\vS•• S.K / / FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1171/506 •.•' `CENSE'••• BOTCHORD 2-4=-705/1364 NOTES (7-9) _ * 34869 1)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=18tt;Cat.11;Exp C;End.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 380 tall by 2-0-0 wide will fit between the W�-10 N W bottom chord and any other members. /Ii z 4)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 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. ••• FC O R(O P .'• �i 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. /// O,V A\_ \\\ 9)Truss Design Engineer:Julius Lee,PE'Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 ////(I LOAD CASE(S)Standard December 19,2012 WARNING-Verify design pa-ters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MD 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design a based only upon parameters shown,and is for an individual building component. Applicability of design poromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown B far 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 fobrication,quality control,storage,delivery,erection and bracing.consult ANSI/71`11 Quality Criteria,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute.583 D'Orofrio Drive,Madison,WI 53719. r Job Thus Truss Type Ory Pty Beaches Habitat 16231038 457489 HJ01 Jack-Partial Truss 2 1 Job Reference o Oona Builders FirstSource, Jacksonville,FI 32244 7.350 s Jul 312012 MiTek Industries,Inc.Wed Dec 19 12:51:35 2012 Page 1 ID:i6gcZd8SBtHbCIIhGMQgxziDRg-_Rlx18Q1 pT6E WuDvNuQIJ5x9AbVUGHJUIWCvBUy701 0-0-0 -2-9-15 5-7-5 I 9-10.13 ' 2-9-15 5-7-5 4-3-8 -9-10-13 saw.,rr4r 12 3xa 28]F1_2 ] 11 T1 V/t 81 13 rLa II 14 6 — a5= ].1- 5 L6- 5-7-5 I 9-9-11_ 5-7-5 4-2-6 Plate Offsets X :0.0.5 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udeff Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) 0.06 6-7 >999 240 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.37 Vert(TL) -0.07 6-7 >999 180 BCLL 0.0' Rep Stress Incr NO WB 0.32 Horz(TL) 0.01 5 Na n/a BCDL 5.0 Code FBC2010/TP12007 (Matrix-M) Weight:42 Ib FT=20 LUMBER BRACING TOP CHORD 20 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 7-1-11 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=95/Mechanical,2=437/0-4-15(min.0-1-8),5=216/Mechanical Max Harz 2=157(LC 4) Max Uplift4=-98(LC 4),2=414(!_C;4),5=-213(LC 8) Max Grav 4=117(LC 2),2=522(LC 2),5=251(LC 2) \\\ �C K < FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. �\ J E N •.� � TOP CHORD 2-11=750/575,3-11=-704/579 \C S� •• i BOT CHORD 2-13=-636/707,7-13=-636/707,7-14=-636/707,6.14=-636/707 i WEBS 3-6=-746/671 * 34869 NOTES (9-11) 1)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=1811;Cat.ll;Exp C;End.,GCpi=O.18;MWF RS(envelope) _.� LL.N= 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 load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the ~V :•�/r,` 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 98 Ib uplift at joint 4,414 Ib uplift at joint 2 and 213 Ib uplift at S'•.•FC ORID P' •'• �\ joint 5. 6)'Semi-rigid pitchbreaks induding heels"Member end fixity model was used in the analysis and design of this truss. \� 7)Hangers)or other connection device(s)shall be provided sufficient to support concentrated load(s)5 Ib down and 41 It,up at 4-3-11,5 Ib down and 41 ////O N M- Ib up at 4-3-11,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 Ib down and 31 It,up at 4-3-11,2 Ib / down and 31 Ib up at 4-3-11,and 26 Ib down and 46 Ib up at 7-1-10,and 26 Ib down and 46 lb up at 7-1-10 on bottom chord. The desigNselection 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(plf) 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) December 19,2012 WARNING Venfy design P.nnmet—.and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE IM 7473 BEFORE USE. Design valid for use only with MiTek connectors.This des'Ign is based only upon perameters shown,and is for an individual building component. Applicability of design paromenters cod proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 6 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,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety Information available from Truss Rate Institute,583 D•Onofrio Drive.Madison,WI 53719. Job Truss Truss Type Qty Pty Beaches Haldtat 18231040 457169 Tot Hip Truss 1 1 Job Reference o iona Builders FirstSource, Jacksonville,A 32244 7.350 s Jul 312012=Industries,Inc.Wed Dec 19 12:51:42 2012 Page 1 ID:i6gcZrt8SBtHbCIIhGMQgxziDRg-HogaVX WQAd_FszFFIs2x54J5PpJPRFWv5Onxay701. -2-6-o 7-6-o 12--0 18-0.0 25-6-0 2-0-0 7-6-0 5-6-0 5-6-0 7-6-0 2-0-0 Soak=t b5 zH4 II y®_ 3 0 4 30 h 3 41F-2 2 6 M •o $ 3.= 7.0.0 12-6-0 16-0-0 2540-0 74-0 5-6-0 5.6-0 7-" Plate Offsets X [3:0-5-4.0-2-M.5:0.54 0-2-8 LOADING(psf) SPACING 2-6-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.80 Vert(LL) 0.32 10 >937 240 MT20 244/190 TCDL TO Lumber Increase 1.25 BC 0.68 Vert(TL) -0.57 B-10 >529 180 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(TL) 0.13 6 Na Na BCDL 5.0 Code FBC20101TP12007 (Matrix-M) Weight:109 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SYP No.t 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 N0.3 OTHERS 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) 2=1341/038(min.0-1-14),6=1341/0-3-8(min.6-1-14) Max Harz 2=42(LC 4) Max Uplift2=-742(LC 4),6=-742(LC 5) Max Grav 2=1592(LC 2),6=1592(LC 2) \\\-\`\ \r\S••S.{{ ///// FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. \\ �-`�V�C E N SF•'<��\ TOP CHORD 2-3=-3781/1746,3-18=-4459/1991,18-19=4459/1991,4-19=-4459/1991,4-20=-4459/1991, 20-21=-4459/1991,5-21=4459/1991,5-6=-378211747 BOT CHORD 2-111=1160&3527,111-22=161513546,22-23=-161513546,10-23=-1615/3546,9-10=-1590/3546, 0,24=-1590/3546,8-24=1590/3546,6-8=-158213527 _ * 34869 ' WEBS 3-111=141/447,3-10--35811076,4-10=-644/330,5-10=-359/1075,5-8=-141/448 — —_ ced coo —_ Of_ f NOTES (eT w 1)Unbalanced root live loads have been considered for this design. �N VV��//JJ 2)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;Cat.II;Exp C;End.,GCpi=0.18;MWF RS(envelope); Lumber DOL=1.60 plate grip DOL=1.60 ' STATE OF 3)Provide adequate drainage to prevent water ponding. •FC OR'D P •. �\\\ 4)This truss has been designed fora 10.0 psf bottom chord live load noncencument with any other live loads. 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-6-0 wide will fit between the bottom chord and any other members. n'Q 1 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 7-6-0,83 Ib down and 79 Ib up at 9-6-12,83 Ib down and 79 Ib up at 11-0-12,83 Ib down and 79 Ib up at 12-60,83 Ib down and 79 Ib up at 13-114,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 7-6-0,49 lb down at 9412,49 lb down at 11-0-12,49 lb down at 12-6-0,49 Ib down at 13-114,and 49 Ib down at 15-11-4,and 258 Ib down and 209 Ib up at 17-114 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 SPIB. 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 December 19,2012 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED AUTEE REFERENCE PAGE MU 7473 BEFORE USE. Design valid for use only with Mirek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design poromenters and proper incorporation of component is responsibility of building designer-not 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 1109 Coastal Bay fabrication.quality control,storage,derivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and Ii Building Component Boynton Beoch,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison.WI 53719. Job Truss Truss Type Ory Py Beaches Habitat 18231041 457469 T02 Hip Truss 1 1 Job Reference o bona Builders FirstSource, Jacksonville,A 32244 7.350 s Jul 312012 MiTek Industries,Inc.Wed Dec 19 12:51:47 2012 Page 1 ID:i6gcZd8SBtH bC I IhGMQgxziDRg-0IUTYFaZ_9rXyk7C4Qe6odQAiQXg4llF2N6Yt1oy70 2-0-0 5-5-15 3-6-1 7-0-0 3-6-1 5-515 Sm4�1b.S � 5 � 400 FT b4 i 3 7 0 8 dr Bo 0 9-0-0 16.0-0 25-b0 9-0-0 7-0-0 9-0-0 Plate Offsets X.Y): f5:0-5-4.0-2- LOADING 5:0-54 0-2-LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.81 Vert(LL) 0.17 9-11 >999 240 MT20 244/190 TCDL TO Lumber Increase 1.25 Sc 0.60 Vert(TL) -0.26 9-14 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Horz(TL) 0.07 7 Na Na BCDL 5.0 Code FBC2010/TPI2007 (Matrix-M) Weight:1131b FT=20 LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pur ins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-10 oc bracing. WEBS 2x4 SP No.3MiTek recommends that Stabilizers and required cross bracing be installed Burin tru ss erection in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 7=76510-3-8(min.0-1-8),2=765/03-8(min.0-1-8) Max Horz 2=48(LC 8) Max Uplift7=-315(LC 9),2=-315(LC 8) Max Grav 7=911(LC 2),2=910(LC 2) CJ FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. \\\\�` '•• '• ` //// TOP CHORD 2-3=-1907/1106,34=-1636/940,4-5=-1551/927,58=-1635/940,67=-190511106 �J,• \CENS,c'••�� �� BOT CHORD 2-11=-93911782,10-11=734/1552,9-10=-73411552,7-9=-950/1802 \ i WEBS 3-11=287/242,4-11=55253,5-9=-57/253,6-9=-286/242 * 34869 NOTES (9-11) 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;It=18ft;Cat.ll;Exp C;End.,GCpi=0.18;MWF IRS(envelope) 0� and C-C 6denor(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 r W 3)Provide adequate drainage to prevent water ponding. z7 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads. STATE OF 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 38-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. -(� •.F� 6)All bearings are assumed to be SP No.2 cashing capacity of 565 psi. V •••••• �`v \\ 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 315 Ib uplift al joint 7 and 315 Ib uplift at joint 2. // /// ` \\ 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. //// O A 1� \\\\ 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the //1 1 1 1(1`\\ 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 SPI B. 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 December 19,2012 A WARNING-Venfy design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE RU7473BEFORE USE. Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Julius Lee PE. is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overoll 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/7911 Quality Criteria,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety Information available from Truss Rate Institute.583 O'Onof io Drive.Madison.W1 53719. Job Truss Truss Type ally Py Beaches Habitat 16231043 457469 T04 Common Truss 18 1 Job Reference o tions Builders FirstSource, Jacksonville,Ff 32244 7.350 s Jul 312012 MiTek Industries,Inc.Wed Dec 19 12:51:55 2012 Page 1 ID:i6gcZd8SBtHbCI IhGMQgxziDRg-P IzVD_ga6cdPwzldY5n_71mcxfGVyNbQud2ztKy7Ok z-ao 7-sz 1z s D 17�1a 2sao r z7�o o__ 2-0-0 7-5.2 5-0.1a 5-a1a 7-s-z 2-o-0 66= 3 S TI i 8 b+ r '6 +o o a ys= as= sM= ba= 3s5= 15-7-10 25-0-0 9-4-6 6.3-3 94-6 Plate Offsets X :0-1-10 Ede 6:0-1-10 Ed e LOADING(psi) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) 0.16 8.10 >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 Inca YES WB 0.17 Horz(TL) 0.06 6 n/a n/a BCDL 5.0 Code FBC2010/TP12007 (Matrix-M) Weight:107 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP Not TOP CHORD Structural wood sheathing directly applied or 3-11-10 oc pur ins. 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 guide. REACTIONS (Ib/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) Max Grav 6=910(LC 2),2=910(LC 2) �\9S FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. \ TOP CHORD 2-3=-1825/1066,3-4=-1598/964,4-5=-1598/964,5-6---1825/1066 \` ,,CENSE••. �i BOT CHORD 2-10=-891/1835,9-10=-541/1198,B-9=-541/1198,6-8=-897/1870 •• i WEBS 4-8=-254/458,5-8=-377/319,4-10=254/458,3-10=-378/319 NOTES (8-10) 34869 *n/ 1)Unbalanced roof live loads have been considered for this design. _ _U (N s'I LL• _ 2)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=18ft;Cat.ll;Exp C;End.,GCpi=0.18;MWFRS(envelope) and G-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 w 3)This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. .• ` 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the i STATE OF bottom chord and any other members. 5)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. •• F(OR)D P .• \ 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 pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 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 December 19,2012 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MB-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is far an individual building component. Applicability of design paromenters 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 dunng 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,quality control,storage,delivery,erection and brocing,consult ANSI/TPII Quality Criteria,DSB-89 and SCSI]building Component Baynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. •ob Truss T Tyve Ory Ply Beaches Habitat 6231045 457469 TOB Common Truss 1 1 Job Reference o Bona Builders FirstSource, Jacksonville,FI 32244 7.350 s Jul 31 2012 MiTek Industries,Inc.Ned Dec 1912:52:06 2012 Page 1 ID:i6gcZrIBSBtHbCI IhGMQgxziDRg-aP7fXkoU W?Orkf4sivTa4djPc43wl8W2QgC2mBy70k -2-UO I 6-7-14 1250 18-4-2 p 70-0 2-0-0 6-7-14 6-10-2 I 5.10-2 6-7-14 I 2-0-0 SaM=t�9s 46= S Cp los ss 9. St b.� �] e 52 .e In m r .41 73a.' t s e 1 ss x lo s] ss= Sys= 1] 16 53 is 14 13 51 1Z 11 6-7-14 125" 18-4-2 25.0-0 6.7-14 5.10-2 5.10-2 6-7-14 Plate Offsets X :0-3-4 aa10 :0-8-4"-0-12 :0-3-4 0-0-10 6:0•&4 0.0-12 1:0-1-11 0.1-0 1:0-1-11 0.1-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefi L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.83 Vert(LL) 0.13 10-44 >999 240 MT20 244/190 TCDIL 7.0 Lumber Increase 1.25 BC 0.43 Vert(TL) -0.13 10-44 -999 180 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) 0.01 12 n/a Na BCDL 5.0 Code FBC2010rrPI2007 (Matrix-M) Weight:147 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 6-0-0 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. tek recommends that Stabilizers and required cross bracing be installed REACTIONS All bearings 1540 except(jt--length)8=0-3-8. n trus.mem ereon in accordance with Stabilizer Installation guide. (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(Ib)or less except when shown. TOP CHORD 2-3=-279/281,3-46=-240/274,4-46=-284/368,4-47=-618/706,4748=-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=5027455 BOT CHORD 2-17=-260/299,16-17=-260/299,16-53=-260/299,1553=-260/299,14-15=-260/299, 13-14=-260/299,1354=-260/299,12-54=-260/299,11-12=-385/462,11-55=-385/462, 5556=-385/462,10-56=-385/462,1D-57=-385/462,8-57=385/462 WEBS 512=-845/661,6-12=-1255/1245,6-10=-241/339,4-12=-538/545,4-15=-3377245 NOTES (13-15) 1)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.II;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/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. \ c 5)Gable studs spaced at 1-4-0 oc. J \�\\`\v S:k 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `\v •., 7)'This truss has been designed for alive load of 20.opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the ,v \C E NS',�- •.�,(\ i bottom chord and any other members. \` 8)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 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, %/.�•'34869 8=460,12=1423,pith beaks i,cludin Cr�✓VI 10)"Semi-rigid pitchbreaks including 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 lb up at 57-0,93 Ib down and 92 It,up at 7-0-12,93 Ib down and 92 Ib up at 9-0-12,93 Ib down and 92 Ib up at 13-0-12,93 lb down and 92 Ib up at 15114,and 93 Ib down and 92 /v J11 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 lb 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 It,up at 1511-4,and 33 Ib down and 51 Ib up at 17-11-4,and 104 Ib down and 104 Ib up at STATE OF 19-50 on bottom chord. The designtselection of such connection devices)is the responsibility of others. F IN ////111111\�\\ December 19,2012 A WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MLI-7473 BEFORE USE. Design valid for use only with Mirek connectors.This design is based only,upon parameters shown,and is for an individual building component. Applicability of design paromenters 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 responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsbility of the building designer.For general guidance regarding 1 109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII OualBy Criteria,DSB-89 and SCSII Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute.583 D'Onofdo Drive,Madison.W153719. a lvv Wp D5 N� vZ c > rn O O D D 7o x -M D m vN Z II p 0v �. m 1D Q 0 !'t n v Ami? pza D DO � 3 Q,m_� n o n Z 0 m61 Z y m � no _ n(Q 0 (no 0 7 v C£ °D0 0CoULQQ Onsn N` N �TA oO Oc QD°` Smp�7n ° ? njp 03 -05 N O CD 0- (° �° n (Do3Qmm m(o : x � ° n � oNm Fjj 0� Q7 Q � m� O OE3 - OO -0 DZvZ0<D O 5aQ, n (D ( ID � NQQ C 0 Z NQQ T Q ID ID CD 7 oo 6 050D��° oNooQ� 6� o3 2 :3 :3 °0- 6- 6' 3 QQ�O?. -. 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O N•3 (°Q 6 °- a < n O ma 0 n N v"0 (D0 N p N R(p0 (n 70 Z fQ ° o a o � o �0 3 1 (D (D 31 O m M N August 10, 2010 T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY ST - T-BRACE 21, MiTek Industries,Chesterfield,MO Page 1 of 1 Note:T-Bracing/I-Bracing to be used when continuous lateral bracing o 0o is impractical.T-Brace/I-Brace must cover 90%of web length. a 00 Note: This detail NOT to be used to convert T-Brace/I-Brace MiTek Industries,Inc. webs to continuous lateral braced webs. Nailing Pattern Brace Size T-Brace size Nail Size Nail Spacing for One-Ply Truss 2x4 or 2x6 or 2x8 10d 6"o.c. Specified Continuous Rows of Lateral Bracing Note: Nail along entire length of T-Brace/I-Brace Web Size 1 2 (On Two-Ply's Nail to Both Plies) 2x3 or 2x4 2x4 T-Brace 2x41-Brace 2x6 2x6 T-Brace 2x6 I-Brace 2x8 2x8 T-Brace 2x81-Brace Nails Brace Size for Two-Ply Truss t Specified Continuous Rows of Lateral Bracing SPACING Web Size 1 2 k 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace k WEB 2x6 2x6 T-Brace 2x61-Brace } 2x8 2x8 T-Brace M I-Brace T-Brace/ I-Brace must be same species T-BRACE and grade (or better) as web member. ENSF' •�� Nails - Section Detail * N 3486 0 . 9 * /_ T-Brace � 6/22/11 Uj STATE OF Web 'i F�ORIDP.•' �\?� ///////ON Nails 1109 COASTAL BAY BOYNTON BC, FL 33435 Web I-Brace Nails/ JANUARY 1, 2009 LATERAL TOE-NAIL DETAIL ST-TOENAIL-SP MiTek Industries,Chesterfield,MO Page 1 of 1 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. Lv_U In 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 1 THREE END DETAILS SHOWN BELOW DIAM. I SYP DF HF SPF SPF-S 0 .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 .162 108.8 99.6 86.4 84.5 73.8 vi a 128 74.2 67.9 58.9 57.6 50.3 Z .131 75.9 69.5 60.3 59.0 51.1 SIDE VIEW N4 .148 81.4 74.5 64.6 63.2 52.5 3 NAILS C NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE-NAIL. 77. NEAR SIDE APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. NEAR SIDE EXAMPLE: _ (3)-16d NAILS(.162"diam.x 3.5")WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3(nails)X 84.5(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* �vS �J . \CENSE' •�� * N 34869 * -_ �_ Lu z ;0 '• 6/22/11 STATE OF \ i FLORIOP- •' �\�\ NA1- '///1111\\\ 1109 COASTAL BAY BOYNTON BC, FL 33435 _ _ _ STANDARD PIGGYBACK ST-PIGGY-7-10 FEBRUARY 14, 2012 TRUSS CONNECTION DETAIL 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. CATEGORY II BUILDING 0 0o EXPOSURE B or C O 00 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 ENGINEER/DESIGNER 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"X 3.5"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 DIRECTIONSAND: 1.WIND SPEED OF 115 MPH OR LESS FOR ANY PIGGYBACK SPAN,OR 2.W IND SPEED OF 116 MPH TO 160 MPH W ITH A MAXIMUM PIGGYBACK SPAN OF 12 ft. E-FOR WIND SPEEDS BETWEEN 126 AND 160 MPH,ATTACH C MITEK 3X8 20 GA Nail-On PLATES TO EACH FACE OF TRUSSES AT 72"O.C.W/(4)0.131"X 1.5"PER MEMBER.STAGGER NAILS FROM OPPOSING FACES.ENSURE 0.5"EDGE DISTANCE. (MIN.2 PAIRS OF PLATES REQ.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. -- \_VT VERTICAL WEB TO FOR LARGE CONCENTRATED LOADS APPLIED \��� vS S K �� EXTEND THROUGH �� BOTTOM CHORD TO CAP TRUSS REQUIRING A VERTICAL WEB: \ ,.• OF PIGGYBACK 1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS �J•• OCENSF 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 1od(0.131"X3-)NAILS SPACED 4"O.C.FROM EACH FACE. (SIZE AND GRADE TO MATCH = _ VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) -rt Lu (MINIMUM 2X4) ~ 3 9 12 ` 3) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM % CONCENTRATED LOAD OF 4000 LBS(@ STATE OF1.15). REVIEW BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS "LORIVI" GREATER THAN 4000 LBS. 4) FOR NUMBERGOFP YACK YS OF P GGYBACK T USS TO MATCH BASE TRUSS. /TRUSSES CARRYING GIRDER LOADS, /� /O N AL 5) CONCENTRATED LOAD MUST BE APPLIED TO BOTH //11111100\\ THE PIGGYBACK AND THE BASE TRUSS DESIGN. 1109 COASTAL BAY BOYNTON BC,FL 33435 FEBRUARY 14, 2012 Standard Gable End Detail SHEET 2 �n MiTek Industries,Chesterfield,MO Page 2 of 2 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD 0o Trusses @a 24" o.c. O 00 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. V-3- Max. IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR NAIL DIAGONAL BRACE TO THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE PURLIN WITH TWO 16d 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) Diag. 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 End wail (5)-10d COMMON WIRE NAILS. 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"X 3")NAILS SPACED 6-O.C.(2X 4 STUDS MINIMUM) MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 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 FULLppOF��BRACING MUST BE PRESENT TOHE BOTTOM GABLE TRUSS / CHORD O RESIST AOLLI DE OUT OF PLATNE ERAL LO``SA�RSPTH��TSRF G�IWyC HOWN IN THIS DETAIL IS FOR THE VERTICAUS�1lJDS�CyI�Y.S•% �J•.• ��GENgF'•.�� � NOTE:THIS DETAIL IS TO BE USED ONLY FOR / STRUCTURAL GABLES WITH INLAYED — N 34869 _ STUDS.TRUSSES WITHOUT INLAYED —_ STUDS ARE NOT ADDRESSED HERE. —3 • — ;I0 3/29/12 �; STATE OF STANDARD / ! OR 10 GABLE TRUSS J. ONM_ �? H F11 Fil 1109 COASTAL BAY BOYNTON BC,FL 33435 TECHNICAL BULLETIN ' April 2010 Bulletin TS-300 by Weyerhaeuser Table 2A: Maximum Concentrated Load Applied to Beam -Wood Screw Connection (lbs)(1) Fastener Type Hanger Wood =2,8704,305 Simpson SDS Beam Configuration Type Screw #Screws Length 2 4 6 8 FACE t31 3Yz' 0 2,040 4,080 6,120 8,160 3-ply 13/4" (5'/e"Beam} TOP IZI 3'/" , , , 0 1,020 2,040 3,060 4,080 FACE 3 31A"+13/4., 31/2" - -- - - (51/4"Beam) TOP(41 31/2' 720 1,435 2,155 2,870 1,020 2,040 3,060 4,080 3 3y,"+13/4" FACE 3/l 3Y" 1,435 2,870 4,305 5,740 2,040 4,080 6,120 8,160 (51/:'Beam) I. TOP ' i FACE 121 6"t51 1,055 2,110 3,165 4,220 1,360 2,720 4,080 5,440 4-ply 13/4" i (7"Beam) ; TOP h) 6"t51 705 1,405 2,110 2,810 905 1,815 2,720 3,625 FACE I'I 3^/" 1,915 3,825 5,740 7,655 2,720 5,440 8,160 10,880 2-ply 13/4"+3Yz" 6"(5) 2,110 4,220 6,325 8,435 2,720 5,440 8,160 10,880 " 640 1,275 1,915 2,550 905 1,815 2,720 3,625 (7"Beam) 3Y . TOP 121 6"l5j 705 1,405 2,110 2,810 905 1,815 2,720 3,625 2-ply 31/V FACE! 6,,t5) 1,055 2,110 3,165 4,220 930 1,860 2,785 3,715 (7"Beam) TOP 121 2-ply 13/:'+31/:" FACE (7..Beam) 'I 6"(5) 1,055 2,110 3,165 4,220 1,360 2,720 4,080 5,440 i FACEj ) 6"t51 1,055 2,110 3,165 4,220 930 1,860 2,785 3,715 2-ply 13/4"+ 31/2" (7"Beam) FOPl41 6"t5t 705 1,405 2,110 2,810 905 1,815 2,720 3,625 514"+13/4 i {{ FACE3� (7"Beam) � 1 M TOP 31/2" 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,il-evel,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 April 2010 Bulletin TB-300 by Weyerhaeuser —a.. Table 1, 2A, 2B General Notes • Connections are based on NDS®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'/i')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/a"bolts-13/16"o maximum holes a T ■ Lead holes not required for wood screws Conc.Load Conc.Load m M Conc.Load Conc.Load mm 00 `0 (V M EQ. EQ, 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=TW'for 1/2"o bolts d=9%"for'/z'o bolts d=11%"for'/Y'a bolts d=9%"for'W'e bolts d=14"for 1/4"o bolts d=16"for'/V a bolts Conc. Load Nailed Connection Detail a • *STAGGER NAILS TO PREVENT SPLITTING 16d Sinker(typ) 9" (0.148" x 3'/4') �I 6 Nail Patterni 12 Nail Pattern 18 Nail Pattern Page 4 of 8 24 Nail Pattern /� CONTACT US • 1888.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. ■ TECHNICAL BULLETIN March 2010 by Weyerhaeuser Bulletin TB-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-) =1� Additional 3-1%" x 14" Microllam` LVL Beam, Flush Connection ` Required for r - --- -- - Concentrated Load Face Mount Hanger with 5,000 lbs Reaction L 2- 13/4" x 14" Microllam°LVLT 14" Floor Joists @ 24"o.c., Typ. Beam, Flush ` -- -- --- -- - r 4'-0" LU 15'-0" 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 ©2010 Weyerhaeuser NR Company All rights reserved Forte Level,Floor.Flush Beam ® MEMBER REPORT ) 3 PIECE(S) 1 314" x 14" 1.9E Microllam(R)LVL PASSED Overat t.r'ngtn15' L11 All Dimensions are Honzontal:Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF System:Floor Member Reaction(ibs) 7595 @ 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 Building Code:IBC Live Load Dell.(in) 0.356 @ 7'1 13116" 0.489 Passed(U494) Design Methodology:ASD Total Load Deft.(in} 0 45fi @ 7'1 7f8" 0-733 Passed(U386) Deflection criteria:LL(U360)and TL(U240). Design results assume a fully braced condition where all compression edges(top and bottom)are properly 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- Total Available Required Support Reactions(lbs) Accessories Supports Bearing Bearing Bearing Dead f Floor!Roof t Snow 1-Stud Vali-Spruce Pine Fir 3.50" 350" 3 4D" 1641 1 5955,'TO Blocking 2-Stud wall-Spruce Pine Fir 3.50" 3.50" 2.33 1 164 14045 1010 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) (1.15) 1-Un orm(PSF) 010 15' 1' 100-4 400.0 0.9 0.0 10'Fioor 2-Point(lb) 4' NJA 1003 ;000 0 0 Shear(lbs) Moment(Ft—lbs) Comments Location Analysis Actual t Allowed 7 LDF Actual 1 Allowed!LDF 1_3 60351 13965 i 1.0 191861 36387 J 1.0 BOLTS LEFT OF HANGER 2_5' 39112569/09 25215136387 1 1.0 BOLTS RIGHT OF HANGER 1 Forte,„,Software operator Job Notes 312512010 9:02:21 AM LeveForteTM v1.1,Design Engine:V4.8.0.1 Page 1 of 1 Page 8 of 8 CONTACT US ■ 1.888.iLevel8 (1.888.453.8358) •www.iLevel.com AWeyerhaeuser,iLevel,Microllam,Parallam,Timber-Strand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company All rights reserved BEARING HEIGHT 5CHEPULE - - �_� S' 1-118" 00 U U w w w w w ciol 0 )2 cio )3 cio": c- T02 !D T03 J NOTE5: 0 1 OE FE P TO Hlb 9 CO ME C) ATfON,Fog fA ATION A TEMPORARY GRACING.) 5 FOR PERMANENT C) 9 9 2) (UNCLUDIN6 TRASE5'LINDER (0 AD EYFkl%MINL')MUST VEWMFLErELy ECKED OR CEFEt To DETAIL V105 FOR (li 04 LTERNATEI-OR&CIN6 REQUIREMENTS. QUIUMEN.TS 3) T04 16 L VALLEYSARE,TO DE CONVENtIONALL Y. RAMED by DUILMR, 4) L L T"5E kiODE516NED F-bR of JAXIMUM 514UNI-E55 OaEUn5f NJTEj 5)ALL WALL5 SHOWN ON PLACEMENT PLAN ARE CONSIDERED TO DE LOAD DEARIN6.LINLE55 OTHEWW15E NOTED 6)5Y42 TRL*5E5 MUST VE INSTALLED WITH THE TOP DEIN6 UP 7)BEAM/HEADER/LINTEL(HDR)To DE FURN5HEV by GUILDER. kgliders iFi rst-S 0 U rce PHONE CIO lJoGk-,onvjjjc T05 4-772-6100 FAK q04-772-11;, 0 cio T06 03 PHONE 813-621-98Tom v/-, 03T FA'X-813-628-13q56 9 (D 1 9 cio 02 Lf) ciol 1 c) C3 &0 PHONE 650-835-4541 FAX 850-835-6131- d n 0 w w W IL E boaGhel, Habitat LfUt APDf[55 630 Orchid Street 25-00-( AVOIL 3-DED q 115101 LEFTPfAR Dy 1211CU12 PLATE A MCI 45746q I I EK PLATE APFFOV 1630 10 hit J'j, fmfj,,j 45746q CITY OF ATLANTIC BEACH l 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00002508 Date 5/23/13 Property Address . . . . . . 630 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 SINGLE FAMILY HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X --------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Sub Contractor . . ADVANTAGE PLUMBING Permit Fee 125 . 00 Plan Check Fee . 00 Issue Date . . . Valuation 0 Expiration Date . . 11/19/13 ---------------------------------------------------- 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 . Sidewalk location to be coordination with City Inspector. Call 838-8076 to schedule . All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from the edge of pavement to the property line . Reinforcing rods or mesh area not allowed in the right-of-way. Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. PERMIT IS Y0VG4.� LNG-Va6f0X&&CIEJAErfflo a1CjT1 a1�TI��B 6( ASC�STI+CiD S �ORIDA BUILDING CODES. ,� •i, CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00002508 Date 5/23/13 ---------------------------------------------------------------------------- Special Notes and Comments 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. Maximum driveway length at curb with flares = 241 . 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE PLBG DCA SURCHARGE 2 . 00 STATE PLBG DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 125 . 00 125 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 129 . 00 129 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITU OF ATLANTIC; BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PLUMBING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach,FL 32233 Ph(904) 247-5826 Fax(904)247-5845 JOB ADDRESS: (p _-o n P,CPERMIT# NEW OR REPLACEMENT INSTALLATION: Project Value$ TYPE oFFIXTURE QTY TYPE oFFIXTURE QTY Bathtub Septic Tank&Pit Clothes Washer _� Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs = Urinal Kitchen Sink I Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System RE-PIPE: TYPE of FIXTURE QTY TYPE of FIXTURE QTY Bathtub Septic Tank&Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System MISCELLANEOUS: ❑ Sewer Replacement ❑ Back Flow Preventer ❑ Grease Interceptor(Trap) gallons(Requires 3 sets of plans) ❑ Lawn Sprinkler System-Number of Heads ❑ Well ** **SJR WD Well Completion Form. Completed form to be submitted to the Building Department for final inspection.** ❑ Other Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby 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 othir state or local law regulation construction or the performance of construction. Property Owners Name Phone Number Plumbing Company Office Phon 7- k� Fax Co. Address: City – L State f4 Zip 322Y-3 License Holder(Print): ,1 State Certific ti egistration# 'aawc�7 Notarized Signature of License Holder :°,►+�'^w Notary Public State of Florida Sworn and subscribed be me this day of -. 20 Jennifer S Vanoven My commission EE130705 Signature of Notary Publ - or r�° Expires 09/15/2015 CITY OF ATLANTIC BEACH SS 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00002508 Date 8/08/13 Property Address . . . . . . 630 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 SINGLE FAMILY HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL -----Flood ---- - FloodzoneZONEX ------------------- - ------------------------------------ Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc . . Sub Contractor . . FLORIDA AIR SERVICE & ENG.LLC 00 Permit Fee . . . . 95 . 00 Plan Check Fee Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/04/14 ------------------------------------ Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. Sidewalk location to be coordination with City Inspector. Call 838-8076 to schedule. All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from the edge of pavement to the property line. Reinforcing rods or mesh area not allowed in the right-of-way. Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. PERMIT IS Dve3& BUILDING CODES. CITY OF ATLANTIC BEACH .• J 800 SEMINOLE ROAD r� ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number 13-00002508 Date 8/08/13 --------------------------------- Special Notes and Comments 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. Maximum driveway length at curb with flares = 24 ' 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ____ ---------------------------------- Other Fees STATE MECH DCA SURCHARGE 2 • 00 STATE MECH DBPR SURCHARGE 2 . 00 _ ________ ---- Fee summary Charged Paid Credited ----Due--- . 00 _ _ ---------- ----- ---------- - . 00 Permit Fee Total 95 . 00 95 . 00. 00 . 00 . 00 Plan Check Total . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 Grand Total 99 . 00 99 . 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 Ph(904) 247-5826 Fax (904) 247-5845 oB ADDRESS: �L/J o b/'✓ PERMIT# PROJECT VALUE S `I ( D 0• ARI t, REQUIRED _Air Handling Equipment Only ✓Air Handling Unit & Condenser Condenser Only 4EW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity ! Tons Per Unit L. Seer Rating t y Heat: Unit Quantity _ BTU's Per Unit REQUIRED Duct Systems: Total CFM ZEPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air-Conditioning: - -Unit Quantity Tons Per Unit Seer Rating BTU's Per Unit Heat: Unit Quantity_ REQUIRED Duct Systems: Total CFM IRE PREVENTION Quantity (Requires 3 sets of plans) Fire Sprinkler System Q y Quantity (Requires 3 sets of plans) Fire Standpipe (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity y (Requires 3 sets of plans) Commercial Hoods Quantity Quantity (Requires 3 sets of plans) Fire Suppression Systems Q ty IRE PLACES MISCELLANEOUS: Automobile Lifts Prefabricated Fireplace Qty Boilers BTU's Gas Piping Outlets 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 )THER: r six ermit becomes void if work does not comms.I hereby certify that I have read ence within Allsix m ovt s ons of laws and ordinanh period or work is cesgoverning hor s work will behcomplied with whether specified or its application and know the same to be true and cone p at. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. ` 'roperty Owners Name bE&�+bS `�A��1►4.r Phone Number Mechanical Company 1�2�AA ti sa c cg Office Phone�_Fax k�3�4F ' e Y 2��f \\ skgb 1-ita� City ' L#VA JC�kpr State�c. Zip -- f ;o. Address: �� H �.•' 'o... �% State Certification/Registration# 124C-lkl r WSS10p• ,icense Holder(�.1 ° �/ •� at o, � 14 notarized SignafWoftiadw0Q11 I Am p IEEE 121278 � �_da of -)o = 9: ore me this •�i9`,�4naBaen► . p,� '�s,Qz "j� ; o;����`�ignature of Notary ublic