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68 & 70 W 10th St SFAT Docs CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ..._ ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 14-00000027 Date 2/18/14 Property Address . . . . . . 68 W 10TH ST Application type description SINGLE FAMILY ATTACHED DWELLING Property Zoning . . . . . . . TO BE UPDATED Application valuation . -_-_-_---- 125000 ------- - - ---------------- Application desc �� ------NEW-SINGLE-FAMILY-ATTACHED------------4� -49 Owner Contractor - ------------------------ ----------------------- BEACHES HABITAT 797 MAYPORT RD ATLANTIC BEACH FL 32233 (904) 241-1222 --- Structure Information 000 000 SINGLE FAMILT ATTACHED Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . SINGLE FAMILY ATTACHED Additional desc . . Sub Contractor . . BEACHES HABITAT Permit Fee 555 . 00 Plan Check Fee 277 . 50 Issue Date . . . Valuation 125000 Expiration Date . . 8/17/14 ------------------------------------------------------------- Special Notes and Comments Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED PERMIT IS VfiT&QKAR,%C AW4Q IRRKPAIN C w (W1WLX;KWH ORDINANCES AND THE FLORIDA BUILDING CODES. T-S!rT r ` r If CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 14-00000027 Date 2/18/14 ---------------------------------------------------------------------------- Special Notes and Comments *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 8 . 33 DEV REVIEW-SINGLE & 2-FAM 50 . 00 ENG REV RESIDENTIAL BLD 100 . 00 STATE DBPR SURCHARGE 8 . 33 SEWER SDC-SYSTEM DEV CHG 4050 . 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 555 . 00 555 . 00 . 00 . 00 Plan Check Total 277 . 50 277 . 50 . 00 . 00 Other Fee Total 5591 . 66 5591 . 66 . 00 . 00 Grand Total 6424 . 16 6424 . 16 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. `�s s CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 14-00000028 Date 2/18/14 Property Address . . . . . . 70 W 10TH ST Application type description SINGLE FAMILY ATTACHED DWELLING Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 125000 ---------------------------------------------------------------------------- Application desc NEW SINGLE FAMILY ATTACHED ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BEACHES HABITAT 797 MAYPORT RD ATLANTIC BEACH FL 32233 (904) 241-1222 --- Structure Information 000 000 SINGLE FAMILY ATTACHED Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ------------------------------------------------------------------------- Permit . . . . . . SINGLE FAMILY ATTACHED Additional desc . . Permit Fee . . . 555 . 00 Plan Check Fee 277 . 50 Issue Date . . . . Valuation . . . . 125000 Expiration Date . . 8/17/14 --------------------------------------------------------------------- Special Notes and Comments Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS PERMIT IS'�i �7l�ID�II�Y4l�l'�i�I�SOIN +�WIT �@T� �CEACIi� l ?� AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 rill Page 2 Application Number . . . . . 14-00000028 Date 2/18/14 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 8 . 33 DEV REVIEW-SINGLE & 2-FAM 50 . 00 ENG REV RESIDENTIAL BLD 100 . 00 STATE DBPR SURCHARGE 8 . 33 SEWER SDC-SYSTEM DEV CHG 4050 . 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 555 . 00 555 . 00 . 00 . 00 Plan Check Total 277 . 50 277 . 50 . 00 . 00 Other Fee Total 5591 . 66 5591 . 66 . 00 . 00 Grand Total 6424 . 16 6424 . 16 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH M FILEC800 Seminole Road, Atlantic Beach, FL 32233 L1 Office (904) 247-5826 Fax (904) 247-5845 ,...ra. .r JAN 161"14 Job Address: _ �G�k r7o; 1glQS�,g7.�raN7"�t '&P/ rmit Num Y ,� Legal Description ^e�S ��, 3.f'`/ )oel< bae .S ft,-r7/ H 'N t Parcel # Floor Area ot 9q.T t. Sq.Ft Valuation of Work$ '75_041O ' Proposed Work heated/cooled2� non-heated/cooled ? a c,*ek Class of Work(circle one): ew 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): Yes No N/A Florida Product Approval # For multiple products use product approval form Describe in detail the type of work to be performed: B cI Q /9 "2 F14/"1y(1 � coo l ex - e/?eA VAI'r re;0w LW Property Owner Information: //// Name: 3�I ekes �/ &T-i -r FEZ l`f vftifr,�1 Address: X 47 f 4 X PA !ZT Rc 4 L) City `f L4H f-Iic G e A-cA State Zip 22 Phone 94!{-gW —/.2.z2 E-Mail or Fax# (Optional) Contractor Information: Company Name: ReaIII NR g.7`arF-R am,4tv,4Iy Qualifying Agent: Address:;7°f 7,44q1��!L 126AD City,�TL/�rrbk' SedeA State�Zip'3 2233 Office Phone �2- Job Site/Contact Number 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 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 susp ended or abandoned for a period of six 6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells, Pools, Purnaees, Boilers, Heaters, Tanks and Air Conditioners,eta WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certify that 1 have read and examined this a lication 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 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 Ownerg � Si nature of Contractor Print Name �ZN � ��'`� Print Name RIv�1/� aSTA '` 1�{......................................��.....s........................................................... ...............................(..................................................................................... Sworn to and subscribed before me Sworn to and sub rib d before me this_tDay of ,I y— ,2013 this &t'Day of 20 IS NotaryPublic Notary Public KYLE RRAYK %As9MtMAA11'0 ''= MY COMMISSIONS EE185723 •'e MY COMMISSION 8 EE185723 ,f, ,. EXPIRES AprY 02,2016 •!,• EXPIRES Aprl 02,2016 BE =O + +ICE Applicable Codes: 2007 Florida Bui ding Code w 2009 Revisions Review Result (circle one): C,kpproved Disapproved Approved w/ Conditions Review Initials/Date: Development Size Habitable Space / .2 sc T.-F Non-Habitable / 32 s, r� Impervious area Miscellaneous Information Occupancy Group 12 - 3 Type of Construction Number of Stories 2 Zoning District PE 6- Max. Occupancy Load Fire Sprinklers Required Flood Zone �� Conditions/Comments: rt 1;lIJ City of Atlantic Beach APPLICATION NUMBER sl Building Department (To be assigned by the Building Department.) 800 Seminole Road , L Atlantic Beach, Florida 32233-5445 `'1 `-�0 Phone (904) 247-5826 Fax(904)247-5845 E-mail: building-dept@coab.us L Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: l/`' ( � S� Department review required Yes No uu uildin _ Applicant: � �r �s I��KJt� nning &Zonin C, Tree Ad mini STF'at or Project: �� C.� �l�j Work _ Public Utiliti Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B 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: APPLIPATION STATUS Reviewing Department First Review: approved. ❑Denied. (Circle one.) Comments: �BUILDING //-7 AN �NG ZONING Reviewed by: 2 �- Date: / TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach APPLICATION NUMBER �s r Building Department (To be assigned by the Building Department.) 800 Seminole Road 1 ' s� Atlantic Beach, Florida 32233-5445 _ oo 2 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: 1 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: —]n w , I afl-\ 5+ D ment review required Yes o Buildin Applicant: Int`(�C{�eS Thu ID 1 -t— Planning &Zonin Tree Administrator Project: NtW SF^-V Pu orks Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B 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: APPLI ATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: E ILDING PLANNING &ZONING Reviewed by: Date:41 TREE ADMIN. Second Review: ❑Approved as revised. ❑D nied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. []Denied. Comments: Reviewed by: Date: Revised 05/14/09 t �1y;�J City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 1 ' 800 Seminole Road .N Atlantic Beach, Florida 32233-5445 Phone (904)247-5826 Fax(904)247-5845 J,il> E-mail: building-dept@coab.us Date routed: City web-site: http://vmw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: q0 W, t 0} -1 51— Department review required Yes No �-p► f(�' I Buildin Applicant: rCK�5 [4aO l4_Cl� tanning &Zonin Tree ministrator Project: 5�14�1 < Public Work Public Utilities ety Fire Services Review fee $ Dept Signature 1_4� Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B 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: I al//_s � (j BUILDING 5 PLANNING & ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. UBLIC WOR Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 BP250U01 CITY OF ATLANTIC BEACH 1/21/14 Application T icking Step Selection by Revision 16:49:55 Application number . . . . 14 00000028 Address . . . . . . . . . . 70 W 10TH ST RE number . . . . . . . . . - Application type . . . . . : SINGLE FAMILY ATTACHED DWELLING NCR OLD ACCOUNT NUMBERS . . Tenant name, number . . . . Type options, press Enter . 2=Change 4--Delete 5=View 6=Fast log 8=Action log maintenance 9=In/out maint Path ---- Key Dates --- - Review Summary - Opt Agency description Rev Step Req In Est Cmpl Resulted Stat By _ BUILDING DEPT. A O1 Y 01/21/14 01/30/14 01/21/14 AP MJ _ PLANNING & ZONING A O1 Y 01/17/14 01/30/14 01/17/14 AP SLG _ PUBLIC UTILITIES A O1 Y 01/10/14 01/30/14 01/21/14 AP LS PUBLIC WORKS A O1 Y 01/10/14 01/30/14 01/13/14 AP LS Bottom F3=Exit FS=Land inquiry F6=Add F7=Revisions FB=Misc info inquiry F9=Corrections report F10=View 2 F11=Sort by agency F24--More keys S' 'UT- ' r CITY OF ATLANTIC BEACH - - PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 (904)270-2535 or(904)247-5874 NEW WATER/SEWER TAP REQUEST Date: Project Address: 6RliJ /bs% No. of Units: Commercial Residential_Multi-Family_ New Water Tap(s)&Meter(s) Meter Size(s) New Irrigation Meter Upgrade Existing Meter from to (size) New Connection to City Sewer t/ Name: Applicant Address: City: Atlantic Beach State: Zip: Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# �z1— 00 Z Water System Development Charge $ 11410, 00 Sewer System Development Charge $ Y,d"0. U0 Water Meter Only $ /83.0[7 Water Meter Tap $ (notes) Sewer Tap $ Cross Connection $ 520, OD Other $ TOTAL $ APPRO A y Director or Authorized Signature) ALL TAPUST BE ;or BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED t -Vil City of Atlantic Beach RECEl APPLICATION NUMBER ,i Building Department (To be assigned by the Building Department.) 800 Seminole Road JAN 13 2014 "'(, t 001.�� r Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)24 EM E-mail: building-dept@coab.us Date routed: Q City web-site: http://www.coab.us 11 APPLICATION REVIEW AND TRACKING FORM Property Address: �Q� W S� De tment review required Yes No uild Applicant: Opacvn HO-(o( +,+ < Planning &ZoninciD Tree dministrator Project: NEW i!5F&T u is rks Public i i ies Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B 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: APP CA ION STATUS Reviewing Department First Review: A v d. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: 7 TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. MW RKS Comments: TI TIES PUBLIC AF T Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 CITY OF ATLANTIC BEACH :Q /800 Seminole Road, Atlantic Beach, FL 32233 @ Office (904) 247-5826 Fax (904)247-5845 FJAN, 1 Li U Lj Job Address: _ /GTh S?ti��l ly.es'T,y'�,)A„r;-' O�+chpermit Numb19-01 Y Legal Description 2, 3 '?' Uac 444 Sec77*-H `/V" Parcel # �o Floor Area o q. t. �t Valuation of Work S 7.j O Proposed Work heated/cooled I. S� non-heated/cooled o c A Class of Work(circle one): ew 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): Yes No N/A Florida Product Approval # For multiple products use product approval orm Describe in detail the type of work to be performed:_ R o_(,L Q A .2 %4,-",Yy etc en-_ vk,7r raid-Aim 3 a.0 2 13AYi t-A-^ Property Owner Information: Name: S Pqc kes 99 81'rigr Ekz Address: �f 7 Indy 1227' Re,4 0 City. A`fL4"Jle 133 e A-E, State} Zip 12 Phone w4-2' —/22 E-Mail or Fax#(Optional) Contractor Information: Company Name: Seazie jN1;R )k;7--5.1z Qualifying Agent: Address: 717 44,gye3e,t.7-- 02 sA A City ,¢Tl/,trr7�c g cAcA State_ 1-4 Zip 22 g 3 Dffice Phone - 1Z Job Site/Contact Number Fax-# hate Certification/Registration# krchitect Name&Phone# Engineer's Name& Phone# .ee Simple Title Holder Name and Address 3onding Company Name and Address ✓Iortgage Lender Name and Address pplication is hereby made to obtain a permit to do the work and installations as indicated. I certiy that no work or installation has commenced prior to the ;sua ca of a permit and that all work wtll be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null nd void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for aperiod of six(6)months at any time after ork is comnTenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wel/s, Pools, Furnaces, Boilers, Heaters, auks 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. tereb certify that I have read and examined this plication plication and know the some to be true and correct. All provisions of laws and ordinances governing this �e of 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 ovisions ofany other federal,state, or local law regulating construction or the performance ofconstruction. gnature of Owner Signature of Contractor int Name ........�;47r/_l r` ---rm Print Nae ly� 61STg ..........................................�......i....�...... ................................................ ✓orn to and subscribed before me Sworn to and subscrib d before me "'' s Day of c•.SI— 200 this &t`'Day of A201S ,tary Public Notary Public •• KYLE RAYy,,• MY COMMISSION EE185723 L IV 141'�3�s9NlO�t�f41�0 • EXPIRES WMY COMMISSION 0 EE185723 �02r 2016 City of Atlantic Beach APPLICATION NUMBER �s Building Department (To be assigned by the Building Department.) 800 Seminole Road � 1_ s� Atlantic Beach, Florida 32233-5445 "I 00 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: 0 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: (0� WV �h S- ' Dqp#gLment review required Yes o Applicant: ��(S N(l/.o I lann ng &Zoning I IragAgpgnistrator Project: W tVJ SFF)C'vTu rks Public i i ies Pubic aey Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B 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: APPLI ATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: �ILDING PLANNING &ZONING Reviewed by: i Date: / _1 3 TREE ADMIN. Second Review: [-]Approved as revised. ❑De ed. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) r s� 800 Seminole Road Atlantic Beach, Florida 32233-5445 I f Phone(904)247-5826 • Fax(904)247-5845 r ji1 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ca W' S� D ment review required Yes No it in Applicant: racl�es � I a� tannin &Zonin Tree inistrator Project: N �� 1�� is ° is Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B 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: APPLICAT19,N STATUS Reviewing Department First Review: pproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed b Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: [—]Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 cs fit `Jj ��f City of Atlantic Beach '` '�'TVED APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road JAN 13 2014 Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)2 M45 I D E-mail: building-dept@coab.us L Date routed: City web-site: http://www.coab.us' APPLICATION REVIEW AND TRACKING FORM Property Address: _(J43 W , 1 &k St Department review required Yes No ^ Buildin Applicant: Y � (,�l-PS Hab t to/+ Plannin & Zonin Tree Administrator Project: Iy �� ublic Works u is tilities ,n ) Fire Services Review fee $ / �" Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: � r BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. BLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. []Denied. Comments: Reviewed by: Date: Revised 05/14/09 -S1..'•L�Jr If SSS CITY OF ATLANTIC BEACH ' } PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 J'3>>� (904) 270-2535 or(904) 247-5874 NEW WATER/SEWER TAP REQUEST Date:AIVW Project Address: 70 0 104? No. of Units: 1 Commercial Residential Multi-Family 3 New Water Tap(s) & Meter(s) Meter Size(s) �7� New Irrigation Meter Upgrade E isting Meter from to (size) New Connection to City Sewer Name: Applicant Address: City: Atlantic Beach State: Zip: Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# ��— dy 2 S Water System Development Charge $ / y 0. L)o Sewer System Development Charge $ 05-b. 0a Water Meter Only $ l gs—ab Water Meter Tap $ (notes) Sewer Tap $ Cross Connection $ — C3 O Other $ TOTAL $ S`��,S ' CJ O T APPRO D (Utility Director or Authorized Signature) ALL T24L�� AP QUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED r City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) r 800 Seminole Road ®�//"��A-1-0t.J l,� Atlantic Beach, Florida 32233-5445 I 1 Phone(904)247-5826 • Fax(904)247-5845 /t E-mail: building-dept@coab.us Date routed: - City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: r70 W. ��h S�C rtment review required Yes No Applicant: ja)rQU' S P[ilY CL+ tanning &Zoni Tree Administrator Project: NEW SF T Public Mr ublic UriIities Pu is Fire Services Review fee $ �h Dept Signatu�R— k� Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: VApproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date:l ?-41 T&REINSecond Review: ❑Approved as revised. _]Denied. omments: UP Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 ., ' _. FILE COPY ..4 .!•4'...wi."ir14Cf!ti:'e..'.Y+J &i w►�-ta.4A�. January 10th 2014 Mr. Mike Jones Building Inspector City of Atlantic Beach 800 Seminole Rd. Atlantic Beach, FL 32233 Mike, Attached are the following materials in support of Beaches Habitat application for a building permit for 68/70 10th St.West, 1) One (1) copy of the Building Permit Application 2) Two (2) copies of roof truss plans 3) Two (2) copies of floor truss plans 4) Two (2) copies of HVAC Energy Sheets 5) Two (2) copies of the Florida Product Approval form 6) One (1) copy of recorded Notice of Commencement 7) One (1) copy of letter to Ms Kaluzniak regarding fire sprinkler& irrigation systems. 8) Two (2) copies of architectural plans 9) Two (2) copies of structural engineering plans 10)Five (5) copies of civil engineering & construction management plans 11)One (1) copy of the Termite Notice of Intent. Please let me know if any additional information is required. Thank you, Sincerely, Arnold Gu fson Construction Director 904-238-5171 attachments FrF LE COPY "r January 10, 2014 Ms Donna Kaluzniak Public Utilities Director City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Dear Ms Kaluzniak, I have submitted a building permit application for a house at 68/70 10thSt.West. Beaches Habitat will not be installing a fire sprinkler in this structure. In addition, we will not be installing an irrigation system. Please give me a call if you require any additional information. Sincerely, 60 * Arnold Gustafson Construction Director 904-238-5171 q. FILE COPY .. urner MAIN OFFIct.480 EOGEw000 AIANUE,SDUTH, JACKSONVILLE,FLORIDA 32205 fit' *-. Pest h0hf;904-355.5.34•FAX 904.353-1488!Tn�F @ • 303•myw.TVgNENPB9l,yOM ST.MARTS,GA.-912-576.1300 OCALA,Fu.-352-351-4386 ®Coatrol UATTOMA BEACH,Fu.-386.788.8303 PORT ST.LUCIE,Fu.-772.682.0078 What's Bugging You? MELBDURBE,Fu.-321-951-3325 TAMPA,Fu.-813-681.6381 NOTICE OF INTENT FOR PREvEN-rATIVE TREATMENTS AGAINST TERMITES --- (as required by Florida .. e, Address: GFX LvtS I aw4i,�-'G F�,42.4, 1=1.. Lot. 3 Block: 4� — — Date: 13URA- ItE T'ermitiridc(Wood TreatmeALL STRUCTURAL CHANGES nt) ARE TO BE REPORTED Product Used FOR RETREATMENT Digodium Octaborate Tctrahvdratc 23%Active Ingredient Chemical used(active ingredient) Percent Concentration Application will be-p rfimped onto structural woS) at ilried-in stage ofautstructi1Qn Stage of treatment(Horizontal,Vertical,Adjoining Slab,retreat of disturbed area) BORA-(ARE-Rrmiticide apps ica i 11,simil_be applied according tg A rc gistramd label diac Ls as stated in the Florida Buildial;C:ude Section I R 1 G.1.8 (INFORMATION TO BE PROVIDED TO LOCAL BUILDING CODE OFFICES PRIOR TO CONCRETE FOUNDATION INSTALLATION) i FORM 405-10 FILE C FLORIDA ENERGY EFFICIENCY CODE FOR BUILDINO�N� TRUC Florida Department of Business and Professional Regulation - Residential Performance method Project Name: 2 Story 3 Br Attached Single- Builder Name: Habitat For Humanity Beaches Street: (09 j P th S 7r, wee,T Permit Office: Duvet City,state,Zip: Atlantic Beach,FL,32233- Permit Number: Owner: aer4cA a /-/R 8 i 7�/o 1, Jurisdiction: 261100 Design Location: FL,Jacksonville 1. New construction or existing New(From Plans) 9. Wall Types(1408.0 s Rft) insulation Area 2 Single famfty or multiple family i. y a.Frame-Wood,Exterior R=13.0 1184.00 ft' 3. Number of units,if multiple family 1 b.Frame-Wood,Common R=11.0 224.00 ft' 4. Number of Bedrooms 3 c.WA R- d.WA fF T R- ft2 10.Ceilin 5. Is this a worst case? No 9 Types (640.0 sgft.) Insulation Area 6. Condilior►ed floor area above grade(1t� t250 a.Under Attic(Vented) R=30.0 640.00 R' b.WA R= ft, Conditioned floor wee-below grade(ft') 0 c.WA R= ft' 7. 1Mndows(133.6 sgft.) Description 11.Ducts R le P Area a.Sup:Attic,Ret:Main,AH:Main 6 250 a. U-Factor: cab),U�.34 133.56 ft SHGC: SHGC-0.30 b. U-Factor: N/A ft, 12.Cooling systems kam/ht Efficiency SHGC: a.Central Unit 23.5 SEER:14.00 c. U-Factor: WA fe SHGC: d. U-Factor: WA ft2 13 Heating systems katurnt Efficiency SHGC: a.Electric Heat Pump 23.5 HSPF:8.00 Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0-300 14.hot water systems 8. Floor Types (640.0 sqft.) Insulation Area a.Electric Cap:40 gallons a.Slab-On-Grade Edge Insulation R=0.0 640.00 ft' EF:0.920 b.VA R= ft, b Conservation features c.WA Rt ft' None 15.Credits Pstat Glass/Floor Area: 0.107 Total Proposed Modified Loads: 26.28 PASS Total Standard Reference Loads. 34.13 A I hereby certify that the plans and specifications covered by Review of the plans and tN�sr this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. /.� ., iHti = ;:•°�,�� { PREPARED BY: - _ e 'O - -- - ----- DATE: Before construction is completed 'fes° * :a _. -13 =j 3l this building will be inspected for � � a compliance with Section 553 908 1 hereby certify that this building, as designed, is in compliance Florida Statutes, with the Florida Energy C vv' , OVVWER/AGENT.- _- _ BUILDING OFFICIAL: 1/ DATE: DATE ----- - - _ - -- - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 912/2013 5:06 PM EnergyGauget USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT [New/Existing: 2 Story 3 Br Attached Single- Bedrooms: 3 Address g Type: User Type: Street Address Conditioned Area: 1250 Lot# : Total Stories: 2 its: 1 Block/SubDivision: Worst Case: No PlatBook: r Name: Habitat For Humanity Beache Rotate Angle: 0 Street: Office: Duval Cross Ventilation: County: Duval tion: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Type: Multi-family isting: New(From Plans) FL, 32233- nt: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Jacksonville FL—JACKSONVILLE—INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockl 1250 10000 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1250 10000 Yes 4 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 72 ft 0 640 ft2 ---- 0.3 0 0.7 ROOF Roof Gable Roof Solar SA Emnt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 674 ft2 0 ft= Medium 0.96 No 0.9 No 0 18.4 ATTIC # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 640 W N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) Main 30 640 ft' 0.11 Wood 9/12/2013 5:06 PM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 Adjacent WALLS TCL Wall JJfpP Cavity Width Height Space 9 Sheathing Framing Solar Below 1 NE Exterior Frame-Wood Main 13 20 0 8 0 160.0 f12 0 LLe Ft in Et in A 0 0.8 0 2 NW Exterior Frame-Wood Main 13 20.5 0 8 0 164.0 ft' 0 0.8 0 3 SW Exterior Frame-Wood Main 13 14 0 8 0 112.0 ft2 0 0.8 0 4 SE Exterior Frame-Wood Main 13 11 0 8 0 88.0 1`12 0 0.8 0 5 SW Exterior Frame-Wood Main 13 6 0 8 0 48.0 ft' 0 0.8 0 6 NW Exterior Frame-Wood Main 13 11 0 8 0 88.0 ft2 0 0.8 0 7 NE Exterior Frame-Wood Main 13 13.5 0 8 0 108.0 ft' 0 0.8 0 8 NE Exterior Frame-Wood Main 13 6 0 8 0 48.0 ft2 0 0.8 0 9 SE Exterior Frame-Wood Main 13 3 0 8 0 24.0 ft2 0 0.8 0 10 SW Exterior Frame-Wood Main 13 10.5 0 8 0 84.0 fP 0 0.8 0 11 SW Exterior Frame-Wood Main 13 11 0 8 0 88.0 ft' 0 0.8 0 12 NW Exterior Frame-Wood Main 13 12 0 8 0 96.0 ft2 0 0.8 0 13 NW Exterior Frame-Wood Main 13 9.5 0 8 0 76.0 ft2 0 0.23 0.8 0 14 SE Neighbor Frame-Wood Main 11 28 0 8 0 224.0 ft2 0 0.23 0.8 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 NE Wood Main Metal 0.36 3 0 6.7 0 20.09999 WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 NE 1 Vinyl Low-E Double Yes 0.34 0.3 28.1 ft, 1 ft 0 in 10 It 0 in None None 2 NW 2 Vinyl Low-E Double Yes 0.34 0.3 17.1 ft' 1 ft 0 in 10 ft 0 in None None 3 SW 3 Vinyl Low-E Double Yes 0.34 0.3 20.1 I'll 1 1110 in 10 ft 0 in None None 4 SW 3 Vinyl Low-E Double Yes 0.34 0.3 9.0 ft' 1 It 0 in 10 It 0 in None None 5 NE 7 Vinyl Low-E Double Yes 0.34 0.3 28.1 ft2 1 ft 0 in 1 It 0 in None None 6 SW 10 Vinyl Low-E Double Yes 0.34 0.3 15.6 ft2 1 It 0 in 1 It 0 in None None 7 SW 11 Vinyl Low-E Double Yes 0.34 0.3 15.6 ft' 1 ft 0 in 1 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000300 983.63 54.000 101.55 0.2843 5.9017 ' 9/12/2013 5:06 PM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 i HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8 23.5 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Duds 1 Central Unit None SEER: 14 23.5 kBtu/hr 705 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Main 0.92 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft, DUCTS / ---Supply--- --Return— Air CFM25 HVAC# # Location R-Value Area Location Area Leakage Type Handler CITU-125 OUT QN RLF Heat Cool 1 Attic 6 250 ft' Main 62.5 ft2 Default Leakage Main cfm (Default) 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: Cooling Jan Feb Mar Apr Ma X Jun rj JulrlAug Au ri Se Oct Nov Dec Heating f X�Jan Feb f X Mar APr May fI Jun Jul AugSep Oct XNovDecVenting [ ]Jan Feb [X Mar [ A r [ Ma [ Jun Jul Se ( Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 1112 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 I i i r 9/12/2013 5:06 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 I 9 r S i FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: &[rl7o /"ItA s T, tvt 5 T PERMIT#: Atlantic Beach, FL, 32233- MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors =0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors&outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric)or shutoff(gas). Circulating system pipes insulated to= R-2 +accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed &attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >I OkW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. i 9/12/2013 5:06 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 11 tt i ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 77 The lower the EnergyPerformance Index, the more efficient the home. /`rh sr 1-e5r Atlantic Beach, FL, 32233- 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Multi-family a. Frame-Wood,Exterior R=13.0 1184.00 ft' b 3. Number of units, if multiple family 1 . Frame-Wood,Common R=11.0 224.00 ft'c. N/A R= ft' 4. Number of Bedrooms 3 d. N/A R= ft' 5. Is this a worst case? No 10.Ceiling Types Insulation Area a. Under Attic(Vented) R=30.0 640.00 ft' 6. Conditioned floor area(ft') 1250 b. N/A R= ft' 7. Windows" Description Area c. N/A R= ft' a. U-Factor: Dbl,U=0.34 133.56 ft2 11. Ducts R ft2 SHGC: SHGC=0.30 a. Sup:Attic, Ret:Main,AH:Main 6 250 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft' a. Central Unit 23.5 SEERA4.00 SHGC: d. U-Factor: N/A W SHGC: 13. Heating systems kBtu/hr Efficiency Area Weighted Average Overhang Depth: 1.000 ft a. Electric Heat Pump 23.5 HSPF:8.00 Area Weighted Average SHGC: 0.300 8. Floor Types Insulation Area 14.Hot water systems a.Slab-On-Grade Edge Insulation R=0.0 640.00 ft2 a. Electric Cap:40 gallons b.N/A R= ft2 EF: 0.92 c.N/A R= ft2 b. Conservation features None 15 Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) y04S11ES7_ in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: � � Date: ///1,//y 14 (?l� ad Address of New Home:,�i /orASr4l-1 rl 14-01c /5!,t City/FL Zip: 314 y *ry *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. *'Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 2 Story 3 Br Attached Single-62 W 10th St Builder Name: Habitat For Humanity Beaches Street: &f 10th S T- —.1f- Permit Office: Duval City,State,Zip: Atlantic Beach,FL ,32233- Permit Number: Owner: t3eAcAe.r /' m13rTAr Jurisdiction: 261100 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in substantial contact and continuous alignment with building envelope air barrier. Breaks or joints in the air barrier are filled or repaired. Air-permeable insulation is not used as a sealing material. Air- ermeable insulation is inside of an air barrier. Ceiling/attic Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Attic access (except unvented attic), knee wall door, or drop down stair is sealed. Walls Corners and headers are insulated. Junction of foundation and sill plate is sealed. Windows and doors Space between window/door jambs and framing is sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including Insulation is installed to maintain permanent contact with underside above-garage and cantilevered of subfloor decking. floors) Air barrier is installed at any exposed edge of insulation. Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, knee walls and flue shafts opening to exterior or unconditioned space are sealed. Narrow cavities Batts in narrow cavities are cut to fit, or narrow cavities are filled by sprayed/blown insulation. Garage separation Air sealing is provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures are air tight, IC rated, and sealed to drywall. Exception—fixtures in conditioned space. Plumbing and wiring Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation extends behind piping and wiring. Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier separating them from the exterior wall. Electrical/phone box on Air barrier extends behind boxes or air sealed-type boxes are installed. Common wall Air barrier is installed in common wall between dwelling units. HVAC register boots HVAC register boots that penetrate building envelope are sealed to subfloor or drvwall. Fireplace Fire lace walls include an air barrier. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software 2 Story 3 Br Attached Single - ��, 107h 5'T- HVAC Load Calculations for Habitat For Humanity Beaches 7111 -fAVPoRr- (R�a� Atlantic Be ch, FL 32233 Elite ftwo re RHVAC RESIDENTIAL AND LIGHT OMMERCIAL HVAC LOADS Prepared By: Jim Williams Home Energy Services 2080 Davis Rd. Jacksonville, Fl. 32218 904 757-3569 Thursday, September 12,2013 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 — --_ --— - - -- flitie Soffware pave _Ame, :• "� Home Energy Services - 2 Story 3 Br Attached Single•t Jacksonville,FL 18 Project Report --- Project Title: 2 Story 3 Br Attached Single- y Project Date: Thursday, September 12, 2013 Client Name: Habitat For Humanity Beaches Client Address: 1671 Francis Avenue Client City: Atlantic Beach, FL 32233 Client Phone: 9042411222 Client Fax: 9042414310 Company Name: Home Energy Services Company Representative: Jim Williams Company Address: 2080 Davis Rd. Company City: Jacksonville, FI. 32218 Company Phone: 904 757-3569 Company Fax: 904 757-7104 Company E-Mail Address: jimwilliams@homebuildingstore.com Company Website: homebuildingstore.com Company Comment: Reference City: Jacksonville, Florida Building Orientation: Front door faces Northeast Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor: 0.999 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 32 29.92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 48 Check Fi ures Total Building Supply CFM: 842 CFM Per Square ft.: 0.674 Square ft. of Room Area: 1,250 Square ft. Per Ton: 694 Volume (ft')of Cond. Space: 10,000 Building Loads Total Heating Required Including Ventilation Air 16,133 Btuh 16.133 MBH Total Sensible Gain: 18,511 Btuh 86 % Total Latent Gain: 3,108 Btuh 14 % Total Cooling Required Including Ventilation Air 21,619 Btuh 1.80 Tons (Based On Sensible + Latent) Notes —� Rhvac is an ACCA approved Manual J and Manual D computer program Calculations are performed per ACCA Manual J 8th Edition Version 2 and ACCA Manual D All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Thursday, September 12 2013 4:28 PM Rhvac-Resi nSal&Light Commercial HVAC Loads Elite Softwa=Devefoome Home Energy Services ` 2 Story 3 8r Attached tjack$onville.FL .32210, Pa Miscellaneous Repoli art chit ufdoor Outdoor• 01 door lhdobe indoor Grains; Bu.. et Btai _ Rel 11p _ Dry t3 lb Differrrnce Winter: 32 29.92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 48.06 Duch S` ln Ire. urs 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. Nsi O Jl Da Winter Summer Infiltration Specified: 0.250 AC/hr 0.250 AC/hr 42 CFM 42 CFM Infiltration Actual: 0.250 AC/hr 0.250 AC/hr Above Grade Volume: X 10,000 Cu.ft. X 10,000 Cu.ft. 2,500 Cu.ft./hr 2,500 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 42 CFM 42 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: 41.76 = (1.10 X 0.999 X 38.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(42 CFM) Summer Infiltration Specified: 0.250 AC/hr(42 CFM) Duct Load Factor Scenarios for System 1 Attic _ Duct Duct Surface From No. Type Description L9cation Are Gelling Leakage Insulation a MDD 1 Supply Main Attic 16B 0.09 6 338 No 1 Return Main Attic 16B 0.15 6 125 No Thursday, September 12,2013,4:28 PM LH"e tiva� Residerlbal&U& -6166ieretal HVAC lade Elite Software f7evebomeM Inr:_ Energy Se�vlt7es 2 Story 3 Br Attached Sing{e. F#. . g r Pa Load Preview Report Net Rec ft.� Sen Lat Neti Sen Sys Sys Sys Duct Scope Ton Ton /Ton Area Gain Gain Gain Loss Htg Clg Act Size CFM CFM CFM Building 1.80 2.06 608 1,250 18,511 3,108 21,619 16,133 326 842 842 System 1 1.80 206 608 1,250 18,511 3,108 21,619 16,133 326: 842 842 18 Duct Latent 749 749 Zone 1 1,250 18,511 2,359 20,870 16,133 326 842 842 18 1-Great Room 340 5,942 1,172 7,114 5,931 120; 270 270 34 2-Kichen 154 4,369 430 4,799 3,510 71 199 199 2-b 3-Bath 1 44 198 55 253 747 15 9 9 1-4 4-Utility 30 0 0 0 0 0: 0 0 0-0 5-Stair 42 0 0 0 0 0 0 0 0--0 6-Master Bedroom 154 3,320 225 3,545 1,934 39 151 151 2--5 7-M WIC 30 269 55 324 373 8` 12 12 1-4 8-Stair Upstairs 96 225 0 225 160 3 10 10 1-4 9-Laundry 27 64 0 64 45 1 3 3 1-4 10-Bedroom 2 130 1,661 124 1,785 1,145 23 76 76 1--5 11-Bedroom 3 143 2,006 211 2,217 1,676 34 91 91 1-6 12-Bath 2 60 456 87 543 612 12 , 21 21 1-4 Thursday, September 12,2013, 4:28 PM Residential&tight Commercial HVAC Loads Home Elite Software Develonmi&Jr, Home Energy Services Jack 'll 2 Story 3 8r Attached Single-I Duct Size Preview Room or Minimum Maximum Rough. Design SP Duct Duct Htg Clg Act. Dud Duct Name _ Velocityl_Velocity Factor L/100 Loss Velocity Length System 1 — --- --- --- —__ Fbw Flow Fbw Size Supply Runouts Zone 1 1-Great Room 450 750 0 0.1 459 120 270 '--6 2-Kitchen 450 750 0 0.1 506.1 71 199 2--6 3-Bari 1 450 750 0 01 103.4 15 9 1-4 4-Utility 450 750 0 0.1 0 0 0 0-0 5-Stair 450 750 0 0.1 0 0 0 04 6-Master Bedroom 450 750 0 0.1 553.9 39 151 2-5 7-M WIC 450 750 0 0.1 140.2 8 12 1-tet 8-Stair Upstairs 450 750 0 0.1 117 5 3 10 1-A 9-Laundry 450 750 0 0.1 33.3 1. 3 1-A 10-Bedroorn 2 450 750 0 0.1 554.2 23 76 1-5 11-Bedroom 3 450 750 0 0.1 464.8 34 91 1--6 12-Bath 2 450 750 0 0.1 237.9 12: 21 1-A Other Ducts in System 1 – Supply Main Trunk 550 600 0 0.1 476.6 326 842 18 FHeating Summary tem 1 Flow: 326 oling Flow: 842 Thursday, September 12,2013, 4:28 PM ?thvac-Residential&Light commercial HVAC Loans Elite Software 13641 adl Home Energy Services 2 Story 3 Br Attached Single Total Building Summary Loads 4A-6-o: Glazing-Double pane low-e(e = 0.20 or less), 45.2 583 0 1,201 1,201 high performance, operable window, a=0.05 on surface 2, any frame, u-value 0.34, SHGC 0.3 10D-f: Glazing-French door, double pane low-e glass (e = 20.1 260 0 558 558 0.10), insulated fiberglass frame, u-value 0.34, SHGC 0.3 4A-6-o: Glazing-Double pane low-e (e = 0.20 or less), 68.3 882 0 1,804 1,804 high performance, operable window, a=0.05 on surface 2, any frame, u-value 0.34, SHGC 0.3 111: Door-Wood - Panel With Metal Storm 20.1 275 0 217 217 12C-Osw. Wall-Frame, R-13 insulation in 2 x 4 stud 942.3 3,259 0 2,185 2,185 cavity, no board insulation, siding finish, wood studs 12B-Osw: Wall-Frame, R-11 insulation in 2 x 4 stud 88 324 0 240 240 cavity, no board insulation, siding finish, wood studs 16B-30: Roof/Ceiling-Under Attic with Insulation on Attic 640 778 0 1,107 1,107 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-30 insulation 22A-ph: Floor-Slab on grade, No edge insulation, no 72 3,716 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil Subtotals for structure: 10,077 0 7,312 7,312 People: 5 1,000 1,150 2,150 Equipment: 0 4,300 4,300 Lighting: 0 0 0 Ductwork: 4,315 749 4,644 5,393 Infiltration: Winter CFM: 42, Summer CFM:42 1,741 1,359 869 2,228 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: - 0 0 236 236 Total Building Load Totals: 16,133 3,108 18,511 21,619 Check Fi ures Total Building Supply CFM: 842 CFM Per Square ft.: 0.674 Square ft. of Room Area: 1,250 Square ft. Per Ton: 694 Volume (ft') of Cond. Space: 10,000 guifding Loads Total Heating Required Including Ventilation Air: 16,133 Btuh 16.133 MBH Total Sensible Gain: 18,511 Btuh 86 % Total Latent Gain: 3,108 Btuh 14 % Total Cooling Required Including Ventilation Air: 21,619 Btuh 1.80 Tons(Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Thursday, September 12,2013, 4:28 PM Rhvac Reslderi0il&Light Commercial HVAC Loads EIIte SofCwara Develop rit tri Home Energy Services 2 Storz 3 Sr Attached Single J vdfe, g' Building Pie Chart —_ Infiltration 11% Floor 23% Building Ductwork 27% Loss Roof 5% 16,133 ~ ` � Btuh Wall 22% Door 2% Glass 11% Roof 5% ED E cursi tion°/10% Wall 11% Building Glass 16% Ductwork 25% Gain 21,619 Btuh yl Door 1% People 10% Equipment 20% Thursday, September 12,2013, 4:28 PM Rtrvac-Residential&Light Commercial IiVAC Loads -- - - Elite So$ware Diw.*14p1ng ;]ft Home Energy Services` 2 Story 3 Br Attached Singh a F s ISE - — — System 1 Room Load Summary �r - n ilri un g g fn Room Area ,_ Sens Htg Duct Duct Sens Lat Cig Sys: No Name SF Ptuh CFM Size VelB#uh Btuh CFM CF ---Zone 1--- 1 Great Room 340 5,931 120 3-6 459 5,942 1,172 270 270 2 Kitchen 154 3,510 71 2-6 506 4,369 430 199 199 3 Bath 1 44 747 15 1-4 103 198 55 9 9 4 Utility 30 0 0 0-0 0 0 0 0 0 5 Stair 42 0 0 0-0 0 0 0 0 0 6 Master Bedroom 154 1,934 39 2-5 554 3,320 225 151 151 7 M WIC 30 373 8 1-4 140 269 55 12 12 8 Stair Upstairs 96 160 3 1-4 118 225 0 10 10 9 Laundry 27 45 1 1-4 33 64 0 3 3 10 Bedroom 2 130 1,145 23 1-5 554 1,661 124 76 76 11 Bedroom 3 143 1,676 34 1-6 465 2,006 211 91 91 12 Bath 2 60 612 12 1-4 238 456 87 21 21 Duct Latent 749 System 1 total 1,250 16,133 326 18,511 3,108 842 842 System 1 Main Trunk Size: 18 in. Velocity: 477 ft./min Loss per 100 ft.: 0.033 in.wg :Coolie S sfe Summa_ Cooling . Sensible/Latent Sensible Latent Total Tans Slit Btuh Btuh B#uh Net Required: 1.80 86% / 14% 18,511 3,108 21,619 Actual: 1.97 75%/25% 17,700 5,900 23,600 [Equipment Data - Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: 25HNB524A**31 25HNB524A**31 Indoor Model: CSPH*2412AL* Brand: INFINITY 15 PURON HP INFINITY 15 PURON HP Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 8.5 HSPF 15 SEER Sound: Capacity: 24000 23600 Sensible Capacity: n/a 17,700 Btuh Latent Capacity: n/a 5,900 Btuh AHRI Reference No.: n/a 6446718 Thursday, September 12,2013, 4:28 PM V` w o O 00 Ql o o vs w w W a C� c o ww U C� O O ¢' t U N O m . 0 0 $ o o w Ow U C.) O -0 o x E■ ? ,Q >, W o E o 0 a U O O Ci3cj O •O ar 'C O O O o O N . 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BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACHFILE COPY D 1. 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 JAN Q 2914 Job Address: '70 IATA ko,&s T ATJ.a 0-1c i3 04a k Permit Numbe Y Legal Description �� l�K fpch'- Parcel# oor Area ot Sq.Ft. q.Ft s p Valuation of Work$- S—Od6 Proposed Work heated/cooled /USS non-heated/cooled o Class of Work(circle one): ew Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/pro osed structure(s)(circle one): Commercial Residential If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A Florida Product Approval# oM4- c4 For multiple products use product approval form Describe in detail the type of work to be performed: gw 4 0 A .2F4,-:J1 b,P tty —e A.,A 3 G3-c ;:?a/9A Property Owner Information: Name: `3l ea.,l , to l�,YA% %!Z �H� Address: 7`C7 City '1 rt),-i c g,AeA State 6Z Zip �-z Phone 9eY aY/ /22 z E-Mail or Fax# (Optional) Contractor Information: Company Name:Ar5 �i9g►J`A,t Fv z- Qualifying Agent: 37 Address: 710 /play friar Rd City &.4 k*'e fzye L. State P/— Zip 21 Office Phone 9r-Yjy/ /u-'l Job Site/Contact Number 07Gy2 Wry 71 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. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work wall 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 a period of srx(6)months at any time after work is commenced. I understand that separate per must be secured for Electrical Work,Plumbing,Signs, Wells, Pools, urnaces,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 hereb 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 ojYwork will be complied with whether specified 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 i Print Name4f�N6LD Gc�57'�j4F�rr Print Name 4,eNo1 f0 �'a.;7- Sworn tp and subs ibed before me Sworn tQ and subscribed before 20 l3 this Day of 20 this Day of :�+ '��"'• JOYCE M.FREEMAN o Publi X. ty �s ofd Ot PubhC +� JOYCE M.FREEMAN rY s My Comm.EXI&IS Jun 10,2017 Notary Public-Side of Ftotid� ��`o Commission i/EE 876497 aa M1CdiililC > A1,2017 '%'•,R� ff, Commission#EE 876497 DO NOT WRITE BELOW- OFFICE USE ONLY Applicable Codes: 2010 FL RIDA BUILDI DE Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: 1-21- 111 Development Size Habitable Space / S S. o�Non-Habitable 131- S. o= Impervious area Miscellaneous Information Occupancy Group P - 3 Type of Construction jL 13 Number of Stories 2- Zoning Zoning District 12 6- Max. Occupancy Load Fire Sprinklers Required Flood Zone ILIA Conditions/Comments: N0TIC&0F-C4) SENT Permit No. / Y — a T I 1 y— a y Tax Folio No. State of Florida, County of Duval P y fIFILIE 14 0-00 THE UNDERSIGNED herebygive notice g o ice that the.W0d '8""M'1 "bV'fWffe to certain real property in accordance Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Descri tion o property (legal description of property and address if available): 2. General ascription of improvements: %3�iL0 A New IJu.AleX Aoal e -ERCLi am,r 7?J rexrAl� 36eP&,,-,5 Zz g�rL►ReG� 3. Owner Information: a)Name and Address: '3e1;c4eS //nt3,TAT FeR NwA41?N,rY 747,",1.rPo:r RD 117L11„ric RPlkk i b) Interest in property: Q c,,Ne(? c) Name and address of simple titleholder(if other than owner): 4. Contractor Information: \ a) Name and Address: 13rNd.-s / 1913179T Fez /�/u.,,�N,ry 7f7 13•,i,k, rL 3 1 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 a provided by 713.13 (1)(a) 7, Florida Statutes: a)Name and Address: (Jw rr e2, b) Phone Numbers of Designated Person: 8. In addition to himself/herself, Owner designates of to rea 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 un different date is specified: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF T NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, P,8 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE F IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED A POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCII CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDI YOUR NOTICE OF COMMENCEMENT. Th7fore oing instrument was acknowledged before me this Z°day of c-sr" , 20 IJ NOTARY PUBLIC, ST OF FLORIDA Doc#2013216139,OR BK 16499 P Print Name: �e �-f'^ Number Pages: 1 age 852, Recorded 08/20/2013 at 01:36 PM, (?' Personally Known COUNTY Ronnie Fussell CLERK CIRCUIT COURT p F1 Identification/Tvne UVpL KYLE HURRAY RECORDING$10.00 •`= MY COMMISSION#EE185723 •l, •. EXPIRES AprN 02,2016 b �9b4/6� mokwdowyea taw v FILE COpy January 10th 2014 Mr. Mike Jones Building Inspector City of Atlantic Beach 800 Seminole Rd. Atlantic Beach, FL 32233 Mike, Attached are the following materials in support of Beaches Habitat application for a building permit for 68/70 10th St.West, 1) One (1) copy of the Building Permit Application 2) Two (2) copies of roof truss plans 3) Two (2) copies of floor truss plans 4) Two (2) copies of HVAC Energy Sheets 5) Two (2) copies of the Florida Product Approval form 6) One (1) copy of recorded Notice of Commencement 7) One (1) copy of letter to Ms Kaluzniak regarding fire sprinkler& irrigation systems. 8) Two (2) copies of architectural plans 9) Two (2) copies of structural engineering plans 10)Five (5) copies of civil engineering & construction management plans 11)One (1) copy of the Termite Notice of Intent. Please let me know if any additional information is required. Thank you, Sincerelaold tafson Construction Director 904-238-5171 attachments ,: WWF+`9Caiii:^.�4e�5Ni.^wt`4!'�IL'sAu*,.seaxRl.K¢r:e� FILE Copr'al January 10, 2014 Ms Donna Kaluzniak Public Utilities Director City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Dear Ms Kaluzniak, I have submitted a building permit application for a house at 68/70 10thSt.West. Beaches Habitat will not be installing a fire sprinkler in this structure. In addition, we will not be installing an irrigation system. Please give me a call if you require any additional information. Sincerely, Arnold Gustafson Construction Director 904-238-5171 I FILE COPY � =Turner MAIN Oman 480 EOGEwow AANUE,S oHyu�E" p"www wttw. Pest Pmt-9 4-3b 5,3Q9 fAx 004 3",144a D I. � 3D5•riww.t`Miiiii�s��a� ST.MAAY$,GA.-912-576-1300 OCALA,Fu.-352.351-4386 ®Control OAYTowA BEACH,Fu.-386-788.8303 PORT ST.Lucie,Fu.-772.692-0078 What's BuggingYou? MELeoune,FLA.-321-951-3325 TAWA,FLA.-813-581.6381 7A . 74 / 51��1 ty ST /,t� N�,�C oK j=L,— Blok: uDate: �4�` lOLA E Termitiridc Wi)od Trcauncnt) ALL STRUCTURAL CHANGES ��' ( ARE TO BE REPORTED Used FOR RETREATMENT ML(Wium Octant)rate Tetra}byArau' 21%Active Ingredient Chemical used(active ingredient) Percent Concentration Application will bc_I)crfgr+ned onto structural wood as_dricd-in stage of constructiun Stage of treatment(Horizontal,Vertical,Adjoining Slab,retreat ofdisturbed area) BORA-(TARE'Icrmiticidr apP icaeig11 shall be applied accordiin to L A registratcd label dircA; b t•as stated in tl)c Florida Building;r=ode Section IS I.b (INFORMATION TO BE PROVIDED TO LOCAL BUILDING CODE OFFICES PRIOR TO CONCRETE FOUNDATION INSTALLATION) 00 FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 2 Scary 3 Br Attached Single- Builder Name: Habitat For Ht)'""z Street: 70 /Pth S r, Wt57' Permit Office: Duval City,State,Zip: Atlantic Beach,FL,32233- Permit Number: mm Owner: BeffcAe3 "431rill- Jurisdiction: 261100FILE COPU Design Location: FL,Jacksonville 1t [4. New construction or existing New(From Plans) 9. Wall Types 1406.0 s " a YP ( qft.) nsuiation Single fatuity of multiple family I„Wb4arlwy a.Frame-Wood,Exterior R=13.0 1184.00 If Number of units,H muttiple family 1 b. Frame-Wood,Common R=11.0 224.00 ft' c.WA R= ft' Number of Bedrooms 3 d.N/A R- ft' 5. Is this a worst case? No 10.Ceiling Types (640.0 sqR) Insulation Area a.Under Attic(Vented) R=30.0 640.00 ft' 6. Conditioried floor area above grade(ft) 1250 b.WA R= ft' Conditioned floor wea-below grade(IF) 0 c• NIA R= ft' 7 Mndows 133.6 s t' ( qR.) Description Area t 1.Ducts R 4 a. U-Factor: Db),U>0.34 133.56 fN a.Sup:Attic,Ret:Main,AH:Main 6 250 SHGC: SHGC=0.30 b. U-Factor. N/A ft' 12.Cooling systems kBWbr Efficiency SHGC: a.Central Unit 23.5 SEERA4.00 c. U-Factor: NIA ft' SHGC: 13 Heating systems kBtuft Efficiency d. U-Factor: N/A ff' a.Electric Heat Pum 11 SHGC: p 23.5 HSPF .00 Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0-300 14.Hot wafer systems S. Floor Types (640.0 sgft-) Insulation Area a.Electric Cap:40 gallons a.Slab-On-Grade Edge Insulation R=0.0 640.00 IF EF:0.920 I).N/A R= Conservation features R ft, None c.N/A R- ft' 15.Credits Pstat Glass/Floor Area 0.107 Total Proposed Modified Loads: 26.28 PASS Total Standard Reference Loads. 34.13 I hereby certify that the pians and specifications covered by Review of the plans andTHE ST,1T this calculation are in compliance with the Florida Energy specifications covered by this 1,D x _ A, Code. calculation indicates compliance y�„.,ry ,.^ with the Florida Energy Code. PREPARED BY: --------- ------------- - - Before construction is completed DATE: this building will be inspected for e compliance with Section 553 908 I hereby certify that this building, as designed, is in compliance Florida Statutes. f� A . with the Florida Energy Cod OINNER/AGENT:.-___._ BUILDING OFFICIAL: DATE: 1w1 _ ----- ----- - - `� -- DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 9/12/2013 5:06 PM EnergyGauget USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: 2 Story 3 Br Attached Single- Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1250 Lot# Owner: Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlalBook: Builder Name: Habitat For Humanity Beache Rotate Angle: 0 Street: Permit Office: Duval Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Multi-family FL, 32233- New/Existing: New(From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL—JACKSONVILLE—INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockl 1250 10000 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1250 10000 Yes 4 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 72 ft 0 640 ft2 ____ 0.3 0 0.7 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 674 ft2 0 ft2 Medium 0.96 No 0.9 No 0 18.4 ATTIC # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 640 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Aftic(Vented) Main 30 640 ft2 0.11 Wood 9/12/2013 5:06 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space 9 1 I,le Ft I n Ft in Area R-Valup NE Exterior Frame-Wood Main 13 20 0 8 0 160.0 ft2 00 2 NW Exterior Frame-Wood 0.8 0 Main 13 20.5 0 8 0 164.0 ft' 0 3 SW Exterior Frame-Wood 0.8 0 Main 13 14 0 8 0 112.0 ft2 0 4 SE Exterior Frame-Wood 0.8 0 Main 13 11 0 8 0 88.0 ft2 0 5 SW Exterior Frame-Wood 0.8 0 Main 13 6 0 8 0 48.0 ft2 p 6 NW Exterior Frame-Wood 0.8 0 Main 13 11 0 8 0 88.0 ft2 0 7 NE Exterior Frame-Wood0.8 0 Main 13 13.5 0 8 0 108.0 ft2 0 8 NE Exterior Frame-Wood0.8 0 Main 13 6 0 8 0 48.0 f12 p 9 SE Exterior Frame-Wood 0.8 0 Main 13 3 0 8 0 24.0 ft2 0 0.8 0 10 SW Exterior Frame-Wood Main 13 10.5 0 8 0 84.0 ft2 0 0.8 0 11 SW Exterior Frame-Wood Main 13 11 0 8 0 2 88.0 ft 0 0.8 0 12 NW Exterior Frame-Wood Main 13 12 0 8 0 96.0 ft2 0 13 NW Exterior Frame-Wood 0.8 0 Main 13 9.5 0 8 0 76.0 ft2 0 0.23 0.8 p 14 SE Neighbor Frame-Wood Main 11 28 0 8 0 224.0 ft2 p 0.23 0.8 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 NE Wood Main Metal 0.36 3 0 6.7 0 20.09999 WINDOWS Orientation shown is the entered,Proposed orientation. / Wall # Ornt ID Frame Panes NFRC U-Factor SHGC Overhang Area Depth Separation Int Shade Screening 1 NE 1 Vinyl Low-E Double Yes 0.34 0.3 28.1 ft2 1 ft 0 in 10 ft 0 in None None 2 NW 2 Vinyl Low-E Double Yes 0.34 0.3 17.1 ft2 1 ft 0 in 10 It 0 in None None 3 SW 3 Vinyl Low-E Double Yes 0.34 0.3 20.1 ft2 1 ft 0 in 10 ft 0 in None None 4 SW 3 Vinyl Low-E Double Yes 0.34 0.3 9.0 ft2 1 fl 0 in 10 It 0 in None None 5 NE 7 Vinyl Low-E Double Yes 0.34 0.3 28.1 ft2 1 It 0 in 1 It 0 in None None 6 SW 10 Vinyl Low-E Double Yes 0.34 0.3 15.6 ft2 1 It 0 in 1 ft 0 in None None 7 SW 11 Vinyl Low-E Double Yes 0.34 0.3 15.6 ft2 1 ft 0 in 1 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000300 983.63 54.000 101.55 0.2843 5.9017 9/12/2013 5:06 PM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8 23.5 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Duds 1 Central Unit None SEER: 14 23.5 kBtu/hr 705 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Main 0.92 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS / ---Supply--- --Return-- Air CFM25 HVAC# # Location R-Value Area Location Area Leakage Type Handler CFF0125 OUT ON RLF Heat Cool 1 Attic 6 250 ft' Main 62.5 ft' Default Leakage Main cfm (Default) 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: Cooling [ Jan Feb Mar A r Ma rj JunJul rl Au Se [ ]Oct NovDecHeating [X�Jan HFeb XMar APr t May Jun �Xl Jul Au ! Sep [ ]Oct JX� Nov H DecVenting [ Jan Feb Mar A r ( Ma Jun Jul Aug [ Se [X]Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 F I 9/1212013 5:06 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 S f FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: &kl7o /vm S T, we 5 T Atlantic Beach, FL, 32233- PERMIT#: MANDATORY REQUIREMENTS SUMMARY- See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors =0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors& outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers,filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric)or shutoff(gas). Circulating system pipes insulated to= R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per equipment Tables 503.2.3. Equipment efficiency verification required. Special occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 9/12/2013 5:06 PM EnergyGauge®USA-RaRes2010 Section 405.4 1 Compliant Software Page 5 of 5 i ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 77 The lower the EnergyPerformance Index, the more efficient the home. ttta� 7a /srk s` - west Atlantic Beach, FL, 32233- 1. New construction or existing New(From Plans) 9. Wall Types YP Insulation Area 2. Single family or multiple family Multi-family a. Frame-Wood,Exterior R=13.0 1184.00 ft' b. Frame-Wood,Common R=11.0 224.00 ft' 3. Number of units,if multiple family 1 c. N/A R- ft' 4. Number of Bedrooms 3 d. N/A R= ft' 5. Is this a worst case? No 10.Ceiling Types Insulation Area a. Under Attic(Vented) R=30.0 640.00 ft' 6. Conditioned floor area(ft') 1250 b. N/A R= ft' 7. Windows" Description Area c. N/A R= ft' a. U-Factor: Dbl,U=0.34 133.56 ft' 11.Ducts R ft' SHGC: SHGC=0.30 a.Sup:Attic, Ret:Main,AH:Main 6 250 b. U-Factor: N/A ft, SHGC: 12.Cooling systems kBtu/hr Efficiency c U-Factor: N/A ft' a, Central Unit 23.5 SEER:14.00 SHGC: d. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency Area Weighted Average Overhang Depth: 1.000 ft. a.Electric Heat Pump 23.5 HSPF:8.00 Area Weighted Average SHGC: 0.300 8. Floor Types Insulation Area 14.Hot water systems a.Slab-On-Grade Edge Insulation R=0.0 640.00 ft' a. Electric Cap:40 gallons b.N/A R= ft' EF: 0.92 c.N/A R= ft' b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) �04-1r9T� in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant featu es. Builder Signature: e: 14 d Dat ///U//`/ c� 1� s• Address of New Home: T� iGr srlt/osr lJ71 %� l�e"- City/FL Zip: 72133 ry WE 'Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. *'Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 2 Story 3 Br Attached Single-62 W 10th St Builder Name: Habitat For Humanity Beaches Street: e 7" 1 pth s 1— Permit Office: Duval City,State,Zip: Atlantic Beach,FL,32233- Permit Number: Owner: Ge,4ch e.r H m Si m r Jurisdiction: 261100 Design Location: FL,Jacksonville __ � COMPONENT CRITERIA CHECK Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in substantial contact and continuous alignment with building envelope air barrier. Breaks or joints in the air barrier are filled or repaired. Air-permeable insulation is not used as a sealing material. Air- ermeable insulation is inside of an air barrier. Ceiling/attic Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Attic access (except unvented attic), knee wall door, or drop down stair is sealed. Walls Corners and headers are insulated. Junction of foundation and sill plate is sealed. Windows and doors Space between window/doorjambs and framing is sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including Insulation is installed to maintain permanent contact with underside above-garage and cantilevered of subfloor decking. floors) Air barrier is installed at any exposed edge of insulation. Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class I vapor retarder with overlapping joints taped. 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 — Garage insulation. Garage separation Air sealing is provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures are air tight, IC rated, and sea5air all. Exception—fixtures in conditioned space. Plumbing and wiring Insulation is placed between outside and pipes. Batt icut to fit around wiring and plumbing, or sprayed/blown in extends behind piping and wiring. Shower/tub on exterior wall Showers and tubs on exterior walls have insulation anrierse aratin them from the exterior wall. Electrical/phone box on Air barrier extends behind boxes or air sealed-type bo installed. Common wall Air barrier is installed in common wall between dwelling units. HVAC register boots HVAC register boots that penetrate building envelope are sealed to subfloor or drywall. Fire lace Fireplace walls include an air barrier. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software 2 Story 3 Br Attached Single - HVAC Load Calculations for Habitat For Humanity Beaches 797 e4AvPoRr r?--.4o Atlantic Be ch, FL 32233 ite ftwore RHVAC PRESIDENTIAL AND LIGHT OMMERCIAL HVAC LOADS Prepared By: Jim Williams Home Energy Services 2080 Davis Rd. Jacksonville, FI.32218 904 757-3569 Thursday, September 12,2013 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. LHome -Residential&Light Commercial HVAC Loads Elite Software DeV pme e Energy Services 2Story 3 Bt Attached Singlenvil ,F 1 ect Report =777 Project Title: 2 Story 3 Br Attached Single- Project Date: Thursday, September 12, 2013 Client Name: Habitat For Humanity Beaches Client Address.- 1671 Francis Avenue Client City: Atlantic Beach, FL 32233 Client Phone: 9042411222 Client Fax: 9042414310 Company Name: Home Energy Services Company Representative: Jim Williams Company Address: 2080 Davis Rd. Company City: Jacksonville, FI. 32218 Company Phone: 904 757-3569 Company Fax: 904 757-7104 Company E-Mail Address: jimwilliams@homebuildingstore.com Company Website: homebuildingstore.com Company Comment: Reference City: Jacksonville, Florida Building Orientation: Front door faces Northeast Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor: 0.999 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 32 29.92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 48 Check Figures _ Total Building Supply CFM: 842 CFM Per Square ft.: 0.674 Square ft. of Room Area: 1,250 Square ft. Per Ton: 694 Volume (ft')of Cond. Space: 10,000 FBuildinq Loads Total Heating Required Including Ventilation Air: 16,133 Btuh 16.133 MBH Total Sensible Gain: 18,511 Btuh 86 % Total Latent Gain: 3,108 Btuh 14 % Total Cooling Required Including Ventilation Air: 21,619 Btuh 1.80 Tons(Based On Sensible + Latent) Notes --- -- Rhvac is an ACCA approved Manual J and Manual D computer program Calculations are performed per ACCA Manual J 8th Edition Version 2 and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Thursday, September 12,2013, 4:28 PM C-Resi ntial&Llght Commercial HVAC Loads Eiite Software De'v#frn*nL MW Home Energy Services k 2 Story 3 6r Attached Single' So/ T,5 acksa F 1 Miscellaneous Report em sua oor r t i r ut`oor _ oor 7 n Dior ry to dor Grain qry Bub Wet Rel.H m R Won PaVulk D' n e Winter: 32 29.92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 48.06 bu Sizih rt uts _ _ . 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. Cdtitside`Air o4q , - Winter Summer Infiltration Specified: 0.250 AC/hr 0.250 AC/hr 42 CFM 42 CFM Infiltration Actual: 0.250 AC/hr 0.250 AC/hr Above Grade Volume: X 10,000 Cu.ft. X 10,000 Cu.ft. 2,500 Cu.ft./hr 2,500 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 42 CFM 42 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: 41.76 = (1.10 X 0.999 X 38.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(42 CFM) Summer Infiltration Specified: 0.250 AC/hr(42 CFM) Duct Load Factor Scenarios for System 1 Attic Duct Duct . Surface From No. Type _ Description Location Ceiling- Leakage Insulation Area MDD 1 Supply Main Attic 16B 0.09 6 338 No 1 Return Main Attic 16B 0.15 6 125 No Thursday, September 12, 2013,4:28 PM R-h . R�FL dentiai-Light Commercial HVAC Loads Elite Software[3eJeboment.ine. Home EneServices 2 c'^ 3 Br Attached Single- IBCt(S0. it 18 a 7 .. Load Preview Report Net Rec ft.' Sen Lat Net Sen Sys Sys Sys Duct V Ton Ton /Ton Area Gain Gain Gain Loss Htg Clg Act Size CFM CFM CFM 1.80 2.06 608 1,250 18,511 3,108 21,619 16,133 326 842 842 1.80 206 608 1,250 18,511 3,108 21,619 16,133 326: 842 842 18t 749 749 1,250 18,511 2,359 20,870 16,133 326 842 842 18 om 340 5,942 1,172 7,114 5,931 120` 270 270 3-6 154 4,369 430 4,799 3,510 71 199 199 2-6 44 198 55 253 747 151 _ 9 9 1-A 4-Utility 30 0 0 0 0 0 r 0 0 0--0 5-Stair 42 0 0 0 0 01 0 0 0-0 6-Master Bedroom 154 3,320 225 3,545 1,934 391 151 151 2--5 7-M WIC 30 269 55 324 373 81 12 12 1-A 8-Stair Upstairs 96 225 0 225 160 3 10 10 1-A 9-Laundry 27 64 0 64 45 1 3 3 1-A 10-Bedroom2 130 1,661 124 1,785 1,145 231 76 76 1--5 11-Bedroom 3 143 2,006 211 2,217 1,676 34 f, 91 91 1-6 12-Bath 2 60 456 87 543 612 12 21 21 1-A Thursday, September 12,2013, 4:28 PM Rh en 9:21&Light Commercial HVAC Loads --- — - — Elite Software Develoo—meat,Iris. mervices 2.Stnry 3 Sr AtfacMd Single-I - Size Pre vie w Room or Minimum Mabmum Rough. Design SP Duct Duct Htg Clg Act. Dud Duct Name---------- Velocityl_Velocity_Factor L/100 Loss Velocity Length Fbw Flow Fbw Size System 1 -- — — -- — Supply Runouts Zone 1 1-Great Room 450 750 0 0.1 459 120 270 3-.6 2-Kitchen 450 750 0 0.1 506.1 71 199 2.8 3-Bath 1 450 750 0 0.1 103.4 15 9 1--0 4-Utility 450 750 0 0.1 0 0 0 0-0 5-Stair 450 750 0 0.1 0 0 0 04 6-Master Bedroom 450 750 0 0.1 553.9 39 151 2-S 7-M WIC 450 750 0 0.1 140 2 8' 12 1-A 8-Stair Upstairs 450 750 0 0.1 117.5 3 10 1-A 9-1-aundry 450 750 0 0.1 33.3 1 3 1-4 10-Bedroom 2 450 750 0 0.1 554.2 23' 76 1-5 11-Bedroom 3 450 750 0 0.1 464.8 34' 91 1-6 12-Bath 2 450 750 0 0.1 237.9 12 21 1-A Other Ducts in System 1 Supply Main Trunk 550 600 0 0.1 476.6 326 :' 842 18 _ Summary System em -- Heating Flaw: 326 Cooling Flow: 842 Thursday, September 12, 2013, 4:28 PM Rhvac=ResiJe"il& ight ComrlterCiatHVAC Loads Elite Software Developm-orA,1._ Home Energy Services 2 Story 3 6r Attached Single` do l .,F 22i$ °T� w rz, r. `�zil'":--;. .rag�t�t j Total Building Summary Loads Areas Lit Sin :` 4A-6-o: Glazing-Double pane low-e (e = 0.20 or less), 45.2 583 0 1,201 1,201 high performance, operable window, a=0.05 on surface 2, any frame, u-value 0.34, SHGC 0.3 10D-f: Glazing-French door, double pane low-e glass (e = 20.1 260 0 558 558 0.10), insulated fiberglass frame, u-value 0.34, SHGC 0.3 4A-6-o: Glazing-Double pane low-e (e= 0.20 or less), 68.3 882 0 1,804 1,804 high performance, operable window, a=0.05 on surface 2, any frame, u-value 0.34, SHGC 0.3 111: Door-Wood- Panel With Metal Storm 20.1 275 0 217 217 12C-Osw Wall-Frame, R-13 insulation in 2 x 4 stud 942.3 3,259 0 2,185 2,185 cavity, no board insulation, siding finish, wood studs 12B-Osw: Wall-Frame, R-11 insulation in 2 x 4 stud 88 324 0 240 240 cavity, no board insulation, siding finish, wood studs 16B-30: Roof/Ceiling-Under Attic with Insulation on Attic 640 778 0 1,107 1,107 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-30 insulation 22A-ph: Floor-Slab on grade, No edge insulation, no 72 3,716 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil Subtotals for structure: 10,077 0 7,312 7,312 People: 5 1,000 1,150 2,150 Equipment: 0 4,300 4,300 Lighting: 0 0 0 Ductwork: 4,315 749 4,644 5,393 Infiltration: Winter CFM: 42, Summer CFM:42 1,741 1,359 869 2,228 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 236 236 Total Building Load Totals: 16,133 3,108 18,511 21,619 Check Figures Total Building Supply CFM: 842 CFM Per Square ft.: 0.674 Square ft. of Room Area: 1,250 Square ft. Per Ton: 694 Volume(ft')of Cond. Space: 10,000 Buifdin Loads Total Heating Required Including Ventilation Air: 16,133 Btuh 16.133 MBH Total Sensible Gain: 18,511 Btuh 86 % Total Latent Gain: 3,108 Btuh 14 % Total Cooling Required Including Ventilation Air: 21,619 Btuh 1.80 Tons(Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Thursday, September 12,2013, 4:28 PM Rhvac Resldentiat&Lig Cammarcial HVAC Loads Ebbe Soffware bevel )�rifa Inc Home Energy Serymces 2 Story Br Attached Single; Jacksonville, Buildin Pie Chart Infiltration 11% Floor 23% Building Ductwork 27% Loss Roof 5% 16,133 Btuh Wall 22% Door 2% Glass 11% Roof 5% ED Excursion 1% Infiltration 10% Wall 11%, 3'. Building Glass 16%-- Ductwork 25% Gain 21,619 Btu h Door 1 % People 10% Equipment 20% Thursday, September 12,2013, 4:28 PM r1i hvac-Resideiidil$Light Commercial HVAC Loads Elute Software Develop*nom' ome Energy Services 2 Sto 3 Br Attached Single cksonYil F 3 8 a y ai r a System 9 Room Load Summary . g �n un un CTO g to et Room ;' Area . Sens Htg Duct Duct Sens Lat Cig Sys j o. N me SIF 1344h CFMSize Vel Btuh 84uh GFM . CFM; ---Zone 1--- 1 Great Room 340 5,931 120 3-6 459 5,942 1,172 270 270 2 Kitchen 154 3,510 71 2-6 506 4,369 430 199 199 3 Bath 1 44 747 15 1-4 103 198 55 9 9 4 Utility 30 0 0 0-0 0 0 0 0 0 5 Stair 42 0 0 0-0 0 0 0 0 0 6 Master Bedroom 154 1,934 39 2-5 554 3,320 225 151 151 7 M WIC 30 373 8 1-4 140 269 55 12 12 8 Stair Upstairs 96 160 3 1-4 118 225 0 10 10 9 Laundry 27 45 1 1-4 33 64 0 3 3 10 Bedroom 2 130 1,145 23 1-5 554 1,661 124 76 76 11 Bedroom 3 143 1,676 34 1-6 465 2,006 211 91 91 12 Bath 2 60 612 12 1-4 238 456 87 21 21 Duct Latent 749 System 1 total 1,250 16,133 326 18,511 3,108 842 842 System 1 Main Trunk Size: 18 in. Velocity: 477 ft./min Loss per 100 ft.: 0.033 in.wg [co olin stem Summary Cooling Sed sib!e_/La tent _ Sensible Latent Totai Togs Split Stuh Btuh Btuh, Net Required: 1.80 86% / 14% 18,511 3,108 21,619 Actual: 1.97 75%/25% 17,700 5,900 23,600 Equipment Data . Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: 25HNB524A**31 25HNB524A**31 Indoor Model: CSPH*2412AL* Brand: INFINITY 15 PURON HP INFINITY 15 PURON HP Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 8.5 HSPF 15 SEER Sound: Capacity: 24000 23600 Sensible Capacity: n/a 17,700 Btuh Latent Capacity: n/a 5,900 Btuh AHRI Reference No.: n/a 6446718 Thursday, September 12,2013, 4:28 PM FILL COPY R' fa �O °M° cq O � 0-4 0 Q � •° o In. OC/i 1.111 O a U (ow a 0 U o 30 W CdoA W C-) � o O -br ° F � _ -d C,� "' o � J Id 75 C3. v 72 ° tioio O 72 i ° � A on aon mon Cd o v a U rn � � �• � � � � -0o `° O do cz Q, 3 on 2 ° ° v •o -C a� w o _ _ � o o3Q0 0 0 W .� rir � tn6 U Q � d A C N 1-ti M tA �Tw 01 01 U ww ww d w z a F d 0 F U F � U � o 0 O bn E■ � o x x u O � � 0 cts O G? V 0 cd 7Eb a � °° U x V WvUcZx odo 'i ,,:, 00 C1 ^ 9 r— 00 c1 .--i — — — r—' — V A Q A o �lc t1r) eM kn Q W z �I Q Q w 0 F x � a 0 0 03 c� O on 73 0 ti � N z cn �= � 3 a a ° a Q03 CG a W -o a E.., ¢. a� � �- �? 'r. .� .� � -o ons o � Q 3 Qaa � � xwo Fo3 Hw x � � � a � —NCx � o cr (, N M Vl"7-- 00 a\ O M .--� on N Z W w x U U 4° "° M d W �O � .0 �E V N N cd � O ° ct z d > .C13 '3 0 o o . l=. O ° UCA 03 6ro > � � � x O N t".. > O �• Y. Z v O �O O w C N d ° 1000 " 4. Q, '1 'O .. O O cn En � o � Eb U a a o m 03 cc u. CZ FILE COPY JULIUS EE ,. :�►, RE: 528250 - 1109 COASTAL BAY BLVD, BOYNTON BEACH, FL 33435 Site Information: Project Customer: Beaches Habitat Project Name: 528250 Model: 2story 3bdrm Lot/Block: Subdivision: Address: 68/70 10th St West City: Duval State: Florida Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: Paine, Lawrence A., PE License#: 21475 Address: 319 Oglethorpe Blvd. City: St. Augustine State: Florida General Truss Engineering Criteria & Design Loads (Individual Truss Design Driawings Sh�v�Speci Loading Conditions): w ! Design Code: FBC2010/TP12007 Design Program: MiTek 20/21 . Wind Code: ASCE 7-10 Wind Speed: 130 mph Floor Load: 55.0 psf ED e C N Roof Load: 32.0 psf f' This package includes 25 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheep conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. This document processed per section 16G15-23.003 of the Florida Board of Professionals Rules In the event of changes from Builder or E.O.R. additional coversheets and drawings may accompany this coversheet. The latest approval dates supersede and replace the previous drawings. No. Seal# Truss Name Date No. Seal# Truss Name ` Date L1............. 17421.887 CJ01 10/26/01318 _17421904 T07 10/26/013 4. 17 12 17421888 CJ02 10/26/01319 !17421905 T08 _ 10/26/013 13 17421889 CJ03 110/26/01320 17421906 T09 10/26/013 c1 -' CJ u 17421.890EJ01 10/26/01.3 21 17421907 T10 10/26/013 r': c ,, 17421.891 F02 10/26/013 22 17421908 T11 10/26/013 �� ! -' ..... .......... c 6 17421892 F03 10/26/013 23 17421909 T12 10!26/013 u 7 CL 17421893 F04 10/26/01324 17421910 T13 ___ _._._._......_ _ 10/26/013 r' a.• C 8 ... 17421894 F05 10/26/01.325 17421911 T14 10/26/013 F r _._. �. 19 117421895 F06 10/26/013 c' c 110 17421896 FGE01 10/26/013 ` v a 17421897 HJ01 10/26/0..1... w ........ 12 :17421898 T01 G 10/26/013 a " c 13 17421899 T0210/26/013 a nCJ 14 _17421900 T03G x_10/26/013 t ` 3 4 ... o Cd., o [15 17421901 T04 _ 10/26/013 E 116 .17421902 T05G 10/26/013 ................................................... ...._..........._......_:......_............._................_. The truss drawing(s)referenced above have been prepared by MiTekiii Industries, Inc. under my direct supervision based on the parameters provided by Builders FirstSource(Jax). Truss Design Engineer's Name: Julius Lee * r o 34869 * _ My license renewal date for the state of Florida is February 28,2015. NOTE:The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss �-r '. STATE OF \,Z components shown. The suitability and use of this component for any particular building is the responsibility of the building /�//i/0NA-`�}ober 26,2013 designer, per ANSI/TPI-1 Chapter 2. 1 of 1 Julius Lee t . Job Truss Thus TypeQy Py 17421888 528250 CJ02 Jack-Open Truss 4 1 Job Reference(optional) Builders First6ource, Jacksonville,F132244 7.350 s Sep 27 2012 MiTek Industries,Inc. Fri Oct 25 10:08:37 2013 Page 1 ID:bW_D42aFSHCdYXPih10Nv4ywpOk-M1 QhBuAOMWCOscS_KgJOzBzvtPiGV2GDfZUVtvyPvG 3-3-0.0.0 0 Suk=1:88 4 oo 2 T1 B1 yll 1 .101 0-1-� LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefi Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.16 Vert(LL) -0.00 2-4 -999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TL) -0.01 2-4 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a Na s BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:11 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0.0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracm be installed Burin truss erection in accordance with Stabili er Installation uide. REACTIONS (lb/size) 3=43/Mechanical,2=161/0.3-8 (min.0.1-8),4=14/Mechanical Max Horz 2=82(LC 8) Max Uplift3=-54(LC 12),2=-164(LC 8) Max Gray 3=53(LC 2),2=194(LC 2),4=42(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. \\\\`\`�S S•k / ,/// NOTES (7-9) \GENS,,''•.. /: 1)Wind:ASCE 7-10;Vul1=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25fi;Cat.11;Exp C;EnG.,GCpi=0.18;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&M WFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 7� J 34869 7[ 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. _ 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the _ N bottom chord and any other members. LL 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 54 Ib uplift at joint 3 and 164 Ib uplift at joint 2. 4U , 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. STATE OF v! 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. '.•.��OR��Q. •• \ 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 /j� v, •��\\ ONA1- v �\ LOAD CASE(S)Standard October 26,2013 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED ATITEK REFERENCE PAGE M117473BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is fa an individual building component. Applicability of design poramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction Is the responsibillity,of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing.consult ANSIJT%i Quality Criteria,DSB-89 and BCSII Building Component Boynton BeaCh,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss Truss Type Qty Ply • 17421890 528250 EJ01 Jack-Partial Truss 22 1 Job Reference o lona Builders FirstSource, Jacksonville,F1 322" 7.350 s Sep 27 2012 MiTek Industries,Inc.Fd Oct 25 10:08:38 2013 Page 1 ID:bW D42aFSHCdYXPih1ONv4ywpOk-qEz3PEAe7pKtUmOAuXgdVPW mo?jEVWMuDD3PLyPvG •1.4-0 5-10-12 510-12 S--1141 3 400 Tt 2 B1 24= 4 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefl Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) -0.06 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.31 Vert(TL) -0.11 2-4 >621 180 BCLL 0.0' Rep Stress Ina YES WB 0.00 Horz(TL) -0.DO 3 rJa Na BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight:20 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 1 D-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=116/Mechanical,2=23010-3-8(min.0-1-8),4=28/Mechanical Max Horz 2=133(LC 8) Max Uplift3=-134(LC 12),2=-196(LC 8) Max Gray 3=143(LC 2),2=275(LC 2),4=85(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. \� \v� •K //// NOTES (7-9) �\ �V \CENSE 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25f1:Cat.II;Exp C;End.,GCpi=0.18;MWFRS \� i (envelope)gable end zone and GC Exlerior(2)zone;C-C for members and forces IS M WFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 1 34869 7[ 2)This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. _ 3)"This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-O tall by 2-0-D wide will fit between the _ N bottom chord and any other members. LL 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 134 Ib uplift at joint 3 and 196 Ib uplift at joint 2. _ /r, 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this Muss. STATE OF W 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. '.• fiC ORO- �\ 6)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIE. (� •. - 9)Truss Design Engineer.Julius Lee,PE.Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 v \� LOAD CASE(S)Standard �/�j1V October 26,2013 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1111I7473 BEFORE USE. Design valid far use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during cominrction 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/TMI Quality Crfleda,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety Informalion available from Truss Plate Irutitute,583 D'Onofrio Drive,Madison,WI 53719. Truss Taus Type Job 10'y Ply 17421892 528250 F03 Floor Truss 10 1 J�,bllererce(.Plionao Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Fd Oct 25 10:08:40 2013 Page 1 ID:bW D42aFSHCdYXPih10Nv4ywpOk-nc5pgwCvfRaaj3AZOys5agblecXTiGcfLXiAUEyPvG 0-1-8 H 1-3-0 1-8-0i 0-138 spa n s 1.M= 34 1 Z S 4 1 18 4 T = 16 13 1 t1 123t 11 t0 16 J= a.<= m = t.s.s 11 m= sra= 152-0 152-0 Plate Offsets X Y: 1:Ed a 0-1-8 8:0-1-8 Ede 12:0-1-8 Ed e LOADING(plif) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.64 Vert(LL) -0.18 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.87 Vert(TL) -0.28 13-14 >680 240 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.05 9 Na Na BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:84 lb FT=11%F,11%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directty applied or 50-0 oc pudins, except end verticals. BOT CHORD 2x4 SP No.1(flal) BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS (Ib/size) 17=869/0-3-0 (min.0-1-8),9=869/0-3-0(min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 17-18=-865/0,1-18=-863/0,9-19=-866/0,519=-865/0,1-2=-869/0,2-3=-2105/0,3.4=-2732/0, 4-5=-2843/0,5-6=-2843/0,57=-2089/0,7-8=-875/0 BOT CHORD 15-16=0/1632,14-15=0/2557,1314=0/2843,12-13=0/2843,11-12=0/2537,10-11=0/1637 \\ `�\v,. •••,• < // WEBS 1-16=0/1121,2-16=-1061/0,2-15=0/658,315=-629/0,314=0/350,4-14=-392/1 D4,8-10=0/1128, J \('iE MSc, 7-10=-1060/0,7-11=0/628,6-11=-624/0,6-12=0/618,5-12=-254/0 NOTES (6-8) 74 7C 1)Unbalanced floor live loads have been considered for this design. ! 34869 2)All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. _ 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. i•q•L _ 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to /� ,,ll,, walls at their outer ends or restrained by other means. i :'2W z 6)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the STATE OF responsibility of the building designer per ANSI TPI 1 as referenced by the building code. �• F ••�� 7)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. •'•, OR{0 P ' �� 8)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 e\\ October 26,2013 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 6171-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity,of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consuh ANSIITP11 Quality Criteria,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss Truss Type Qly Ply 17421894 528250 FOS Floor Truss 2 1 Job Reference(oplionao Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Fn Oct 25 10:08:42 2013 Pagel ID:bW D42aFSHCdYXPih10Nv4ywpOk-j?DaEcD9B2glzNKy7NUZgFge3QEPA7JyprBGY6yPvG 0-1-8 H 1 1-3-0 11 oss s.._ ,s,o II xo= 2.5= yo II ore II o= 2a6 11 m II rm= 1 2 3 5 8 7 • 10 11 12 2] 22 T 20 1. 10 ti 18 t5 14•y8— r. Us= leo II a,u,= xa= a..= sre 9-8-4 16-0.1218-2-8 19-8-8 9-8-4 6-4-8 2-1-12 1-6-0 Plate Offsets 1:Ed a 41-8 6:0-1-8 Ede 10:0-3-0 Ede 11:0-3-0 Ede 12:0.1-8 Ede [12:0-1-8,0-0-81, 13:Ed a 0-1-8 14:0-1-8 Ede 15:0-1-8 Ed 24:Ed a 0-1-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.65 Vert(LL) -0.32 18-19 -723 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.77 Vert(TL) -0.50 18-19 >462 240 BCLL 0.0 Rep Stress Ina NO WB 0.72 Hom(TL) 0.09 13 Na Na BCDL 5.0 Code FBC2010rrP12007 (Matrix) Weight:125 Ib FT=l l%F,l l%E LUMBER BRACING TOP CHORD 2x4 SPM 31(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SPM 31(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS (lb/size) 24=1120/0-3-8 (min.0-1-8),13=1330/0-3-8 (min.0-1-8) Max Grav 24=1130(LC 3),13=1330(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 24-25=-1124/0,1-25=-1123/0,12-13=-1372/0,1-2=-1166/0,2-3=-2937/0,34=4136/0, �� US �•K ,j�� 4-5=4136/0,5-6=4696/0,6-7=4707/0,7-8=-4922/0,8-9=4205/0,9-10=-1905/0, \ -`� .• ` 10-11---1905/0,11-12=-190310 v "C EN BOT CHORD 22-23=02203,21-22=013636,2421=0/4696,19-20=0/4696,18-19=0/50T7,17-18--014701, i 16-17=013648,15-16=0/3644,14-15=0/1905 1 ••1 i WEBS 1-23=011506,2-23=1443/0,2-22=0/1021,3-22=-972/0,3-21=0/679,5-21=-100410,9-17=0(733, 7C 7[ B-17=-68710,8-18=01314,7-19=-768/0,6-19=0/362,9-15=-2256/0,10-15=0/1129,12-14=0/2419, ` ! 34869 11-14=-1177/0 - 3 _ NOTES (8-10) i ..... 1)Unbalanced floor live loads have been considered for this design. 2)All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. STATE OF 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0.0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to •' walls at their outer ends or restrained by other means. .fl '••FL ORAD P•• �i 5)CAUTION,Do not erect truss backwards. / V (� ••"' {\` �� 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)396 Ib down at 16-0.12 on lop chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 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 SPIE. 10)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard 1)Floor.Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:13-24=-10,1-12=-100 Concentrated Loads(lb) Vert:9=-316(B) October 26,2013 WARNING-Verify design parameter and READ NOTES ON THIS AND INCLUDED bUTEK REFERENCE PAGE M11 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design it based only upon parameters shown,and is fa an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the resporuibillity,of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/T%1 Quality Criteria.DSB-89 and SCSI?Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive.Madison,WI 53719. Job Truss Truss Type Ory ply 17421896 528250 FGE01 GABLE 4 1 Job Reference o lona Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc.Fri Oct 25 10:08:43 2013 Page 1 ID:bW D42aFSHCdYXPih10Nv4ywpOk-BBnySyEnxMy9aXv6h50oCSOyMpmXuIC51Vxg4ZyPvG 0-48 0.48 Scale=1331 3x3= 1]x]= 2 s 45 s ) B B 12 13 14 1s 16 N s] I F---F 32 31 D A 2B P 26 25 24 23 22 21 20 1. 1S t) 33= 33= 3x3= 3x3 10-1-12 1 1 4 - 1 1 -5-12 1{r12 140 14-0 110 14-0 14-0 110 14-0 14-0 14-0 14-0 14-0 14-0 1-0-12 0-3-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.10 Vert(LL) Na - Na 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) Na - Na 999 BCLL 0.0 Rep Stress Ina YES WB 0.04 Horz(TL) -0.00 18 Na Na BCDL 5.0 Code FBC20101TP12007 (Matrix) Weight:921b FT=11%F,11%E LUMBER BRACING TOP CHORD 2x4 SP No.2(Flat) TOP CHORD Structural wood sheathing directly applied or 10.0.0 oc purlins, except end BOT CHORD 2x4 SP No.2(Flat) verticals. WEBS 2x4 SP No.3(fiat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.3(fiat) 10-0-0 oc bracing:31-32,17-18. REACTIONS All bearings 19-8-8. (lb)- Max Grav All reactions 250 Ib or less at joint(s)32,17,31,18,19,20,21,22,23,24,30,29,28,27,26,25 \\\)) ()r JJJ FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 8-10 �`\\ v ..•• .k 1)All plates are 1.5x3 MT20 unless otherwise indicated. \GENS 2)Gable requires continuous bottom chord bearing. F 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. ? 34869 _ 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. _ 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. = .� ...... 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. STATE OF 10)Truss Design Engineer Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 ••' A�OR,O P ��\ LOAD CASE(S)Standard NM. October 26,2013 WARNING-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MTI-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design h based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction's 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/TMI Quality Criteria,DSB-89 and BCSII Building Component Boynton BeaCh,FL 33435 Safety Information available from Truss Plate Institute.583 D'Onofrio Drive,Madison.WI 53719. Job Truss Truss TypeOly Ply 17421898 528250 T01G GABLE 1 1 Job Reference o bna Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek IrWustries,Inc.Fri Oct 25 10:08:45 2013 Page 1 ID:bW D42aFSHCdYXPih10Nv4ywpOk-7aviteGITzDtgg3VJoVSGHtICGdOmMfKOVpQw9RyPvG -1" 5-2-8 10-5-0 11-30 1-4-0 s2-8 5-2-8 14-0 3vfi= b.11 fi 2 s b,II a m II 4 Fz b4 II a b+I I ST3 Sri SR S 2 1fi 3 B1 Li Ll Li 12 lfi 15 11Is 12 11�� N II b4 II b4 b4 II z,a II 3v�— 10-5-0 10-5-0 Plate Offsets X :0-3-0 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Utl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) 0.09 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.22 Vert(TL) 0.07 12-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) -0.02 10 n/a nla BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:44 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-10-13 oc bracing. 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=340/0-38(min.0-1-8),10=340/0-3-8 (min.0-1-8) Max Harz 2=49(LC 12) Max Uplift2=-391(LC 8),10=-391(LC 9) Max Gray 2=406(LC 2),10=406(LC 2) \\\ ` C+•f� //// FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. \-`�`� '•• O••j•`• �,C� // TOP CHORD 2-3=-568/1046,3-4=-547/1034,4-5=-551/1059,5-6=-511/990,6-7=-511/991,7-8=-55111059, ,.' �GEN$F••.,`� /� 8-9=54711034,310=-569/1046 BOT CHORD 2-17=-900/503,16-17=900/503,15-16=-900/503,14-15---9001503,13-14=-900/503, �} 12-13=-900/503,10-12=-900/503 ! 34869 NOTES (10-12) _ ry 1)Unbalanced roof live loads have been considered for this design. I.L 2)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf,BCDL=3.Opsf;h=25ft;Cat.ll;Exp C;End.,GCpi=0.18;MWFRS { .....- _ (envelope)gable end zone and C-C Exterior(2)zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Y.! 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 STATE OF applicable,or consult qualified building designer as per ANSI/TPI 1. '•_•/`(OR1D P .• \ 4)Gable studs spaced at 1-4-0 oc. ••.....•• a \� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. /j l) •`i\ \\ 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3b0 tall by 2-0.0 wide will fit between the /// O N A1- \\ bottom chord and any other members. 7)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 391 Ib uplift at joint 2 and 391 Ib uplift at joint 10. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)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. 11)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 12)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 October 26,2013 WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MII7473 BEFORE USE. Design valid for use only with M1ek connectors.This design B based only upon parameters shown,and is for an individual building component. Applicability of design paromenfers 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 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component Boynton BeaCh,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison.W 153719. Job Truss Truss TypeOtY Py 17421900 528250 T03G GABLE 2 1 Job Reference o ions Builders FirstSource, Jacksonville,FI 32244 7.350 is Sep 27 2012 MiTek Industries,Inc.Fri Oct 25 10:08:46 2013 Page 1 ID:bW D42aFSHCdYXPih10Nv4ywpOk-bmS54zGgEHLkR_ejMDzVg5rPL1kWEXkT9UhlyPvG -1_A-0 5-2-4 0 5.2-4 ec.r-r ia.a ��II 5 a<II r a.4 11 svr T1 srz sn Ll s II a4 II ave II LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) 0.08 8 >756 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.24 Vert(TL) 0.07 8 >870 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.02 Horz(TL) -0.00 6 n/a n/a BCDL 5.0 Code FBC2010ITP12007 (Matrix) Weight:231b FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-4 oc purlins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed OTHERS 2x4 SP No.3 Burin truss erection in accordance with Stabilizer Installation ouide. REACTIONS (lb/size) 6=122/Mechanical,2=210/0-3-8 (min.0-1-8) Max Harz 2=119(LC 8) Max lrMax Grav ) fa=144(LC 2),2--252(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. ��\\��•••••• •< ,'//, NOTES ( ) \�/ \GEIV$F •�.C� 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf,h=25ft;Cat.Il;Exp C;Encl.,GCpi=0.18;MWFRS 1 (envelope)gable end zone and C-C Extenor(2)zone;porch left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber 7� DOL=1.60 plate gnp DOL=1.60 ! 34869 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. _. 3)Gable studs spaced at 1-4-0 oc. T 'C ...... 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N ` 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. .i STATE OF 6)All bearings are assumed to be SP No.2 cashing capacity of 565 psi. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 153 Ib uplift at joint 6 and 247 Ib uplift at joint 2. .Cl ••."C OR)DP •• •- \�\ 8)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. / v S ••"'\ N 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 October 26,2013 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 11111 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the resporsibillity,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 Informalion available from Truss Plate Institute,583 D'Onofrio Drive.Madison,WI 53719. Job Truss Truss Type QIY Py 7421902 528250 T05G Common Truss 2 1 Job Reference optional) Builders FirstSource, Jacksonville,R 32244 7.350 s Sep 27 2012 MiTek Industries,Inc.Fd Oct 25 10:08:48 2013 Page 1 ID:bW D42aFSHCdYXPih10Nv4ywpOk-Y9arVflwmubShln5Ue?zvWwoZgSeZ09gBneblmyPvF 1 -14-0 9-11-8 1 110 21 3-O 1 1-4-0 9-11.8 9-11-8 14-0 2,.u 2.4 II B ,o 2.4 II a.II �1 L4 II .411 2.4 II 244 II 13 5 h4 II 4.FT 3x4 1 5 i. 9. 3 3 B 15 T1 U Li U Li6 R7 Y' �� YS 21 X) 1B IB .4 II h.II 2„4 11 .411 2.4 II 2n II s.B= 2v4 II y,4 II 2,4 s e II a.4= 19-11-0 19-11-0 Plate Offsets X :0-3-8 Ede :0-4-12 Ede 9:0-2-0 Ede 16:04-12 Ede 16:0-38 Ede 21:0-3-0 0-3-0 LOADING(psi) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.13 Vert(LL) 0.00 16 Nr 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.08 Vert(TL) 0.00 17 Nr 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 16 Na Na BCDL 5.0 Code FBC2010rrP12007 (Matrix) Weight:93 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed tlurin truss erection in accordance with Stabilizer Installation ouide. REACTIONS All bearings 19-9-8. (lb)- Max Horz 2=-78(LC 13) Max Uplift B 27 11 =I 136(LC 12),18=1141(LC?3)16=1579) 6E 21,20,19 except 2=-150(LC Max Grav All reactions 250 Ib or less at joints)2,23,24,25,26,27,22,21,20,19,18, 16 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. i y y NOTES (11-13) 7� "• 7[ 1)Unbalanced roof live loads have been considered for this design. / 34869 _ 2)Wind:ASCE 7-10;Vuh=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.II;Exp C;Enc.,GCpi=0.18;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber _ LL DOL=1.60 plate grip DOL=1.60 T1 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 N II,,,, applicable,or consult qualified building designer as per ANSI/TPI 1. U;`•�` 4)Gable studs spaced at 14-0 oc. i STATE OF \ 5)This truss has been designed for a 10.0 psi boftom chord live load nonconcurrenl with any other live loads. .FC ORiD P •` \ \ 6)•This truss has been designed fora 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 SS \�\\ bottom chord and any other members. // / •�\\\ 7)All bearings are assumed to be SP No.2 crushing rapacity of 565 psi. /// O N A1- �\ 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)23,24,25,26,22,21,20,19 except // Qt=lb)2=150,27=136,18=141,16=157. 9)Non Standard bearing condition. Review required. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)This manufactured product is designed as an individual building component. The suitability and use of this component for any 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 October 26,2013 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED A11TER REFERENCE PAGE MIT 7473 BEFORE USE. Design valid for use only with M7ek 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 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 Quagly Criteria,OSS-89 and BCSI1 Building Component Boynton Beach,FL 33435 $a"Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss Truss Type Qty ply 17421904 528250 T07 Common Truss 2 2 Job Reference o bna Bulders FirstSource, Jacksonville,Fl 32244 7.350 s Sep 27 2012 MiTek Industries,Inc.Fri Oct 25 10:08:51 2013 Pagel ID:bW D42aFSHCdYXPihlONv4ywpOk-ykG 7hKo3pzlYmWg9mZgX8Y5U2Jhm99HtitFL5yPvF 5-4-10 }11.8 14-6-6 19-11-0 5410 41114 4-0-14 5-410 d.b II d�3 art% 3v6 3 5 T1 T2 2 p B B1 LlBt £' d .12 9 to 11 6 12 13 14 15 3.e e.11 MT-= 3.B II dv12 5-4-10 9-11-8 14.6-6 19-7-12 1 1 5-4-10 41114 4.6-14 5-1-6 0. Plate Offsets :0.3.13 0.2-8 :0.313 0.2-8 :0.7-0 04-8 LOADING(psi) SPACING 2-0-0 CSI DEFL in (loc) Vdeti Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.99 Vert(LL) -0.27 8-9 >868 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.76 Vert(TL) -0.51 B•9 >459 180 MT18H 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horc(TL) 0.10 6 Na Na BCDL 5.0 Code FBC2010/7PI2007 (Matrix) Weight:204 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP SS BOT CHORD Rigid ceiling directly applied or 8-8-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS (Ib/size) 2=3141/0-3-8(min.0.2-3),6=3916/0.3-8 (min.0.2-12) Max Horz 2=58(LC 8) Max 11 ) ) Max Grav 2=3728(LC 2)6=4647(LC 2) \\' \(( 1 1 .s s. FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. - TOP CHORD 2-3=10844/4438,3-4=-8242/3123,45=-8244/3119,5-6=-11723/4149 Vv ' 10ENSF BOT CHORD 2-9=-4200/10238,9-10--4200/10238,10.11=-a200/10238,8-11=-4200/10238,8-12=-3901/11093, i 12-13=3901/11093,7-13=-3901/11093,7-14=3901/11093,14-15=-3901/11093,6-15=-3901/11093 1 WEBS 48=185014902,5-8=-3551/1113,5-7=-5792 = 103,3-8=2636/1421,3-981011542 = 74 f 869 NOTES (12-14) 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 raw at 0-7-0 oc. -•t1 � ...... Bottom chords connected as follows:2x6-2 rows staggered at D-6-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections STATE OF \ have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. '•• F 3)Unbalanced roof live loads have been considered for this design. '• OR Wind ID '•• \�� 4) nd ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft,Cat.II;Exp C;End.,GCpi=0.18;MWFRS (envelope),cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60Al- 5)All plates are MT20 plates unless otherwise indicated. ())P `�1 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 8)All bearings are assumed to be SP No.2 cashing capacity of 565 psi. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except ot=lb)2=1556,6=1618. 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)1612 Ib down and 937 Ib up at 5-11-8,895 lb down and 323 Ib up at 7-11-8,904 lb down and 328 Ib up at 9-11-8,906 lb down and 299 lb up at 11-11-8,906 lb down and 290 Ib up at 13-11-8,and 906 Ib down and 287 Ib up at 15-11-8,and 906 Ib down and 287 Ib up at 17-11-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 12)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. 13)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIE. 14)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 ir'onfnued on page 2 -- - October 26,2013 WARNING Verify design parameters and READ NOTES ON THIS AND ENCLUDED NITEK REFERENCE PAGE U11 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for literal support of individual web members only.Additional temporary bracing to insure stability during construction is the respomibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSIITP11 Quality Criteria.DSB-89 and BCSI1 building Component Boynton Beach,FL 33435 $afely Information available from Truss Plate Institute,583 D'Onofra Drive,Madison.WI 53719. Job Truss 7mssTyTpe QN Ply17421905 528250 T08s 2 1 Job Reference o lona Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Intlustnas,Inc.Fri Oct 25 10:08:52 2013 Page 1 ID:bW D42aFSHCdYXPih10Nv4ywpOk-QwgML1LQg75t9v51U4v4M5L2SjuVdlQ6PcouXyPvF -1� 510.12 10-7-1 15-1-10 19-&2 24-2-11 ,( 28-11-0 1-4-0 510.12 4-8-5 4.6-9 4-6-9 4-6-9 4-8-5 Scek=1St 5 7. ]n4 � 5.8— 3x1= 3.8— 5x8 4W r 3 8 2 B Fri TZ T3 MQ B1 B2 12 18 27 2B 15 A 14 13 30 31 12 32 33 11 34 35 h4 h5= 5.10 MT2a1= 3xa 3x5 5va 4x�o 510.12 10-7-1 151-10 19-8-2 24-2-11 28-11-0 510.12 4-8-5 4-6-9 4-6-9 4-&9 4-8-5 Plate Offsets X :0-313 0-2-8 :0.6-0 0-3-0 8:0.3-8 0-1-8 10:Ed a 0.3-8 11:0.3-8 0-2-8 12:0.3-8 0.1.8 15:0.3-8 0.2-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) HdeB Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.68Vert(LL) 0.59 1315 -580 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.89 1315 >386 180 MT20H 187/143 BCLL 0.0 ' Rep Stress Ina NO WB 0.85 Horz(TL) 0.10 10 n1a n1a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:179 lb FT=20% LUMBER BRACING TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-415 oc puriins, except end T7:2x4 SP No.2 verticals. BOT CHORD 2x6 SP SS BOT CHORD Rigid ceiling directly applied or 4-8-0 oc bracing. WEBS 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing be installed W4:2x4 SP No.2 durin truss erection in accordance with Stabilizer Installation uide. REACTIONS (Ib/size) 10=1372/Mechanical,2=1294/0.38 (min.0.1-13) Max Horz 2=94(LC 4) \\\ c Max Uplift 10=-927(LC 4),2=-786(LC 4) �� \S S•J( Max Gray 10=1622(LC 2),2=1529(LC 2) `' �v •• /// v �CENSF FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. i TOP CHORD 2-3=-4085/2067,3-17=-580313230,17-18=-580413231,418=-5806/3232,4-19=-6281/3561, �. 1 ••1 i 1320=-6281/3561,5-20=-6281!3561,5-21=-628113561,6-21=-6281/3561,6-22=-6261/3561, 7� 869 7[ 7-22=-6281/3561,7-23=-5533/3171,23-24=-5533/3171,8-24=-5533/3171,8-25=-3439/1983, 2526=-3439/1983,9-26=-3439/1983,9-10=-1544/917 _ BOT CHORD 2-16=1989/3835,16-27=-1994/3824,27-28=-199413824,15-28=-199413824,15-29=-3230/58D4, _ 1429=-3230/5804,13-14=-3230/5804,1330=-317115533,30-31=-317115533,12-31=-3171/5533, i T ( ...... 12-32=-1983/3439,32-33=-1983/3439,11-33=-1983/3439 r WEBS 316=0/350,3-15=-1346/2223,4-15=-730/558,413=-367/563,5-13=432/355,7-13=-421/807, J STATE OF =•• .�� 7-12=747/524,8-12=-1281/2258,8-11=-1299/863,9-11=-2075/3601 ••• NOTES (12-15) �(l-•••F40RID P.•'•`�' \�� 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuft=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.ll;Exp C;End.,GCpi=0.18;MWFRS (envelope);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. J J J I I I I I 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 It,uplift at joint(s)except(it--lb)10=927,2=786. 9)"Semi-rigid pitehbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)89 Ib down and 140 Ib up at 7-1-1,89 Ib down and 140 Ib up at 9-1-1,89 Ib down and 140 Ib up at 11-1-1,89 Ib down and 140 Ib up at 13-1-1,89 Ib down and 140 Ib up at 151-1,89 Ib down and 140 Ib up at 17-1-1,89 Ib down and 140 Ib up at 19-1-1,89 Ib down and 140 Ib up at 21-1-1,89 Ib down and 140 Ib up at 231-1,and 89 Ib down and 140 Ib up at 251-1,and 89 Ib down and 140 Ib up at 27-1-1 on top chord,and 136 Ib down at 510-12,55 Ib down at 7-1-1,55 lb down at 9-1-1,55 Ib down at 11-1-1,55 lb down at 131-1,55 lb down at 151-1,55 lb down at 17-1-1,5516 down at 19-1-1,55 lb down at 21-1-1,55 lb down at 23-1-1, and 55 Ib down at 251-1,and 55 Ib down at 27-1-1 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). October 26,2013 A t4AR'17NG Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIT 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 1s far lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the Julius Lee PE. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 109 Coastal Bay fabrication.ci aldy control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,DSB-89 and SCSI1 Building Component Boynton BeaCh,FL 33435 Safely Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job �Twss Truss Type aY ply 17421906 526250 Has Hip Truss 2 1 Job Reference(optionall Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc.Fd Oct 25 10:08:53 2013 Page 1 ID:bW D42aFSHCdYXPih10Nv4ywpOk-u6NkYNM3bQDkn3g3GBbBcZeUC2tE6fZL3MMOzyPvF -1-4-0 7-10.12 14-11-7 2t 10-5 28-11 0 1-440 7-10.12 7-0.11 6-10.15 7-0.11 S ek=1514 5B= 2,4 3 lop r 5 8 2 ,50 d 121. 9 J18_ 8 7-10.12 14-11-7 21-10.5 28-11-0 7-10.12 7-0.11 6-10-15 7-0.11 Plate Offsets X :0-0-6 Etl a :0.54 0-2-8 9:0.3-8 0.1-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.78 Vert(LL) 0.32 10 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.52 Vert(TQ -0.45 10.12 >770 180 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.08 8 Na Na BCDL 5.0 Code FBC2010rrP12007 (Matrix-M) Weight:134 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-3-9 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-9 MiTek recommends that Stabilizers and required cross bracing be installed REACTIONS (Ib/size) 8=763/Mechanical,2=851/0.3-B(min.0-1-8) Burin truss erection in accordance with Stabilizer Installation auide. Max Horz 2=120(LC 8) v`V\ \)) ((J J 'J Max 8=-313(LC 8), 1 (LC 8) Max Grav 8=905(LC 2),2=1011(LC 2) S J•K / FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. J .• \GENS' TOP CHORD 2-3=-2144/1243,34=-2580/1562,4-5=-2580/1562,5-0=-2580/1562,6-7=-1929/1158, i 7-8=900/574 1 '-•• 1 BOT CHORD 2-12=-134611998,11-12=-122912002,10-11=-122912002,9-10=-115811929 )f ! • 869 7C WEBS 3-10=-358/619,4-10=404/323,6-10=-433/697,6-9=-057/485,7-9=-1209/2014 NOTES (8-11) _. S 1)Wind:ASCE 7-10;Vuh=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Dpsf;h=25ft;Cat.Il;Exp C;End.,GCpi=0.18;MWFRS `'� '( ..... _ (envelope)and GC F-xtenor(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. KJ 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. i STATE OF 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 •• ,FL ORAD P bottom chord and any other members. - 5)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. /SS, •'••••• \�� 6)Provide mechanical connection(Dy others)of truss to bearing plate capable of withstanding 100 Ib uplift at joints)except Qt--1b)8=313,2=379. /// /O N I-\ � �• 7)"Semi-rigid pschbreaks 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 11)Use Simpson HTU26 to attach Truss to Carrying member LOAD CASE(S)Standard October 26,2013 WARNING-V'eHfy design pammeters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 111II7473 BEFORE USE. Design valid for use only with Mifek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design poramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.for general guidance regarding 1 109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPII Oualsy Criteria,DSB-89 and 6CSI1 6unding Component Boynton Beach,FL 33435 Sally Information available from Truss Plate Institute,583 D'Onotrio Drive,Madison,WI 53719. Job Truss Truss Type Qry Ply ' 17421908 528250 T11 Hip Truss 2 1 JOD Referenceo lona Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc.Fd Oct 25 10:08:55 2013 Page 1 ID:bW D42aFSHCOYXPih10Nv4ywpOk-gVVUz2NJ72TSONgROcdchJtgfiMiBosoMrSUsyPvF -1-4-0 11-10-12 17-0-4 '!:,1 z8-11-0 1-4-0 6-4-4 5�-8 5-1-8 5-6-8 ) 6<4 sir.=rsoa 4th .4 1 3 B J t0 B B 7-7-10 14-5-8 21-3.6 26-11-0 7-7-10 6-9-14 6-9-14 7-7-10 Plate Offsets X [9:D-3-0,0-3-01 LOADING(psi) SPACING 2-0-0 CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) 0.26 9 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.65 Vert(TL) -0.36 9-10 >959 180 BCLL 0.0 Rep Stress Ina YES WB 0.25 Horz(TL) 0.11 7 Na Na BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:127 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-D-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direcify applied or 4-11-3 oc bractng. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation auide. REACTIONS (Ib/sae) 7=773/Mechanical,2=844/0-3-8 (min.0-1-8) Max Harz 2=66(LC 12) Max ll Max Grey 7=16(LC))2=1003( LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. _\ •' TOP CHORD 2-3=2466/1521,3-4=-2290/1455,4-5=-1760/1161,5-6=-2319/1481,6-7=-2492/1553J`V•.• \GENS,, •.�� BOT CHORD 2-10=-137212279,9-10=-940/1675,8-9=-94411680.7-8---140812318 i WEBS 3-10=360/334,4-10=-344/560,5-8=-3721589,6-8=-383/356 i NOTES (9-12) ! 34869 1)Unbalanced root live loads have been considered for this design. rNV'•' 2)Wind:ASCE 7-10;Vuh=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.ll;Exp C;End.,GCpi=0.18;MWFRS (envelope)and C-C Extedor(2)zone;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 i .( ...... _ 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord live load noncencurrent with any other live loads. STAT ` 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the STATE OF bottom chord and any other members. Ft ORID P \ 6)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. S(� •. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt--lb)7=289,2=360. /j/ v •••• •G�\\ 8)"Semi-rigid pitchbreaks induding heels"Member end fixity model was used in the analysis and design of this truss. /// O N A\y v\\\ 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 12)Use Simpson HTU26 to attach Truss to Carrying member LOAD CASE(S)Standard October 26,2013 WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII 7473 BEFORE USE. Design valid fa use only with M7ek connectors.This design'abased only upon parameters shown,and is fa an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is fa lateral support of individual web members only.Additional temporary bracing to insure stability during coratntction is the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TMl Quality Criteria.DSB-89 and SCSI1 Building Component Boynton Beach,FL 33435 Safely Inforrrrafion available from Truss Plate Institute,583 D'Onofrio Drive,Madison.WI 53719. JOD Truss ��Truss Type Oh ply17421910 528250T13ommon Truss 4 1 Job Reference(optionao Builders FirstSource, Jacksonville,F132244 7.350 s Sep 27 2012 MiTek Industries,Inc.Fd Oct 25 10:08:57 2013 Page 1 ID:bW D42aFSHCdYXPih10Nv4ywpOk-nudFOkPZefjAGhzgVlg4mPo9WTLPAOE9FgKZZlyPvF 7-7-10 14-5-9 21-'+-0 28-110 7-7-10 69-14 6.9-14 7-7-10 , suk-1.4 4aa�-2 rs- s 3"4 34\\ qq 4/ 3 6 LLI 1 8 8 .4= 3.4= 3eB= 9.7-11 19-3-5 28-11-0 9-7-11 9-7-11 9-7-11 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.89 Vert(LL) -0.26 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.87 Vert(TL) -0.54 7-8 >638 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.38 Hom(TL) 0.10 7 Na Na BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:120 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4.10-8 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed durin truss erection in accordance with Stabilizer Installation auide. REACTIONS (lb/size) 7=773/Mechanical,2=844/0-3-8(min.D-1-8) Max Horz 2=77(LC 12) Max Uplift7=-277(LC 9),2=-348(LC 8) Max Grey 7=916(LC 2),2=1003(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. \\\ \v.7 TOP CHORD 2-3=2414/1515,3-4=-2137/1361,4-5=-2082/1377,5-0=-2154/1393,6-7=-2429/1539 -\� ••. BOTCHORD 2-10=1356/2223.9-10=798/1443,8-9=-798/1443,7-8=-1383/2252 \ �V,•• \GENS i WEBS 5-8=-4171696.6-8=-4981456,5-10=-3971672,3-10=-4781436 i NOTES (8.11) 34869 •'* -' 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.II;Exp C;End.,GCpi=0.18;MWFRS N�/'- (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 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i ( ...... 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the 411 bottom chord and any other members. STATE OF 5)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except at--lb)7=277,2=348. '••FC ARID P •• \ \ 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. S •. `�\\ 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the �j/ v/ •••• .G\\\ responsibility of the building designer per ANSI TPI 1 as referenced by the building code. // O N Ak- v\\\ 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIE. // 10)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address.1109 Coastal Bay Blvd.Boynton Beach,FL 33435 1 t)Use Simpson HTU26 to attach Truss to Carrying member LOAD CASE(S)Standard October 26,2013 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11 7473 BEFORE USE. Design valid for use only with MiTek connectors.This designis 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 responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,defvery,erection and bracing.consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 So**Inlamaiton available from Trus Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. r n CnZ C. rn D r w t %/y do m 4 O r m N n I I O O7 ° D D . -Z SCC c n 0 a _ o C. , Q QoQ� mnocQ NOoa oO pQCD xNOG OnQN Z 0zC D-Z on (D ° acQGTo Q 0 aQoo=n D Q 3 �Q Zo3 aN, 2' 6 n N NDO N (7N �OnFCQ _.(D nQa QayoN ° QN O N � om3Q ao NQ� Qm O CD p �N QQ a cZ O c 0 j 3 Z a �. n 3o ( Z0nNQQa� ��O - QCD Q Qamoo pn.3 CD 9-0 :3 O�QO O �N F),ONu;- c ? 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T-Brace/ I-Brace must cover 90%of web length. aNote: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 2x4 I-Brace 2x6 2x6 T-Brace 2x61-Brace 2x8 2x8 T-Brace 2x81-Brace Nails Brace Size for Two-Ply Truss t Specified Continuous k Rows of Lateral Bracing SPACING Web Size 1 2 k 20 or 2x4 2x4 T-Brace 2x4 I-Brace WEB k 2x6 2x6 T-Brace 2x61-Brace 2x8 2x8 T-Brace 2x81-Brace —A T-Brace/ I-Brace must be same species T-BRACE and grade (or better) as web member. S. Nails Section Detail * N 34869 * _ T-Brace �� ' 6/22/11 �; STATE OF Web �� FLORIDP •,'�`5,��N M-\ ��\\ Nails 1 1 1 I 1109 COASTAL BAY BOYNTON BC, FL 33435 Web I-Brace Nails/ JANUARY 1, 2009 LATERAL TOE-NAIL DETAIL ST-TOENAIL-SP �0 ® MiTek Industries,Chesterfield,MO Page 1 of 1 Ell NOTES: 1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER a oo AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND 1 - oE=== EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. E3 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH u AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. MiTek Industries, Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE NAIL SINGLE SHEAR VALUES PER NDS 2001 (Ib/nail) THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW DIAM. SYP DF HF SPF SPF-S C7 .131 88.0 80.6 69.9 68.4 59.7 O .135 93.5 85.6 74.2 72.6 63.4 VIEWS SHOWN ARE FOR 162 108.8 99.6 86.4 84.5 73,g ILLUSTRATION PURPOSES ONLY in Cl) Z 128 74.2 67.9 58.9 57.6 50.3 .131 75.9 69.5 60.3 59.0 51.1 SIDE VIEW N .148 81.4 74.5 64.6 63.2 52.5 M 3 NAILS VALUES SHOWN ARE CAPACITY PER TOE-NAIL. NEAR SIDE APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. NEAR SIDE EXAMPLE: NEAR SIDE (3)-16d NAILS(.162"diam.x 3.5")WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3(nails)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 601 VARY FROM 30°TO 60° 30°TO 60° 45.00° 45.000 45.001 -\CENSE' * N 34869 of � ✓ ' ;gyLu p 6/22/11 (V; STATE OF Z 1109 COASTAL BAY BOYNTON BC, FL 33435 FEBRUARY 14, 2012 STANDARD PIGGYBACK ST-PIGGY-7-10 TRUSS CONNECTION DETAIL MiTek Industries,Chesterfield,M n�� ® MAXIMUM WIND SPEED=REFER TO NOTES D AND OR E MAX MEAN ROOF HEIGHT= FEET O.C.MAX TRUSS SPACING=24"O. 0 0o CATEGORY II BUILDING �o EXPOSURE B or C ASCE 7-10 DURATION OF LOAD INCREASE:1.60 DETAIL IS NOT APPLICABLE FOR TRUSSES MiTek Industries, Inc. TRANSFERING DRAG LOADS(SHEAR TRUSSES). ADDITIONAL CONSIDERATIONS BY BUILDING 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. UNLESS SPECIFIED CLOSER ON MITEK TRUSS DESIGN DRAWING. A 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 DIRECTIONS AND: 1.WIND SPEED OF 115 MPH OR LESS FOR ANY PIGGYBACK SPAN,OR 2.WIND SPEED OF 116 MPH TO 160 MPH WITH A MAXIMUM PIGGYBACK SPAN OF 12 ft. E-FOR WIND SPEEDS BETWEEN 126 AND 160 MPH,ATTACH MITEK 3X8 20 GA Nail-On PLATES TO EACH FACE OF TRUSSES AT C 72"O.C.W/(4)0.131"X 1.5"PER MEMBER.STAGGER NAILS FROM OPPOSING FACES.ENSURE 0.5"EDGE DISTANCE. VA, (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 141 This sheet is provided as a Piggyback connection FOR ALL WIND SPEEDS,ATTACH MITEK 3X6 20 GA Nail-On PLATES TO detail only.Building Designer is responsible for all EACH FACE OF TRUSSES AT 48"O.C.W/(4)0.131"X 1.5"PER MEMBER. permanent bracing per standard engineering practices or STAGGER NAILS FROM OPPOSING FACES ENSURE 0.5"EDGE DISTANCE. refer to BCSI for general guidance on lateral restraint and diagonal bracing requirements. VERTICAL WEB TO FOR LARGE CONCENTRATED LOADS APPLIED EXTEND THROUGH TO CAP TRUSS REQUIRING A VERTICAL WEB: �� \vs.S'K BOTTOM CHORD � - OF PIGGYBACK 1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS �� V _CENSF '• .' 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 34861 TRUSS ASSEMBLY WITH 2 ROWS OF 10d(0.131"X 3")NAILS SPACED 4"O.C.FROM EACH FACE. (SIZE AND GRADE TO MATCH VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) (MINIMUM 2X4) W 3) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM O 3 9 12 CONCENTRATED LOAD OF 4000 LBS(t?a 1.15). REVIEW STATE OF BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS / S •F�ORIDP. GREATER THAN 4000 LBS. �i 4) FOR PIGGYBACK TRUSSES CARRYING GIRDER LOADS,NUMBER OF PLYS OF TRUSS TO // 5) CONCENTRATED LOADIGGYBACK MUST BE APPLIED TO BOTHH BASE TRUSS. ////1 NIA`-I\N\\\ THE PIGGYBACK AND THE BASE TRUSS DESIGN. 1109 COASTAL BAY BOYNTON BC, FL 33435 FEBRUARY 14, 2012 Standard Gable End Detail SHEET 2 MiTek Industries,Chesterfield,MO Page 2 of 2 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD 0o Trusses @ 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)-IOd COMMONS. Max. IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR NAIL DIAGONAL BRACE TO THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE PURLIN WITH TWO iNAILS 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)-1 Od NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5)-1 Od COMMON WIRE NAILS. End Wall CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL METHOD 1 :ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. METHOD 2:ATTACH 2X_SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRADE AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: FOR WIND SPEEDS 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)OR LESS,NAIL ALL MEMBERS WITH ONE ROW OF 10d(.131•'X 3")NAILS SPACED 6'•O.C. FOR WIND SPEEDS GREATER 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)NAIL ALL MEMBERS WITH TWO ROWS OF 10d(.131•'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 OF BRACING MUST / CHORD Tr! B 4�O RESISTBE PRESENT TO DE FULL LATERAL OUT OF PLANE LO`S�gSPTrl FSdT E BOTTOM lf4q SHOWN GABLE TRUSS \ IN THIS DETAIL IS FOR THE VERTICAL/S�Wd$�(�I�Y.S _\CENSE' NOTE:THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED J. 6 N 34869STUDS.TRUSSES WITHOUT INLAYED _ 3 STUDS ARE NOT ADDRESSED HERE. /29/12WSTATE OF STANDARDTRUSSSi •.....• '!�`\�� ////ONIAI 1109 COASTAL BAY BOYNTON BC, FL 33435 ■ km TECHNICAL BULLETIN April 2010 by Weyerhaeuser Bulletin TB-300 Table 2A: Maximum Concentrated Load Applied to Beam -Wood Screw Connection (lbs)111 Fastener Type Hanger Wood USP WS Simpson SDS Beam Configuration Type Screw Length #Screws #Screws 2 4 6 8 2 4 6 8 FACE 131 3'/2" 1,435 2,870 4,305 5,740 2.040 4,080 6,120 8,160 3-ply 13/4" (51/4" Beam) TOP 121 31/2720 1,435 2,155 2,870 1,020 2,040 3,060 4,080 FAC E 3'/2' - - - - - --- --- - 31/z"+13/4•, --- (51/1' Beam) TOP 14) 3'/2" 720 1,435 2,155 2.870 1,020 2,040 3,060 4,080 I 31/2"+13/a" } FACE/ 3'/2' 1,435 2,870 4,305 5,740 2,040 4,080 6,120 8,160 (5'/4" Beam) TOP 131 I 3 { FACE Iz) 4-ply 1/4" 6"`5, 1,055 2,110 3,165 4,220 1,360 2,720 4,080 5,440 f (7" Beam) TOP(2) 6"t5t 705 1,405 2,110 2,810 905 1,815 2,720 3,625 131 '/i 3 ' 1,915 3,825 5,740 7,655 2,720 5,440 8,160 10,880 2-ply 13/4"+3'/2 FACE" 6"t5) 2,110 4,220 6,325 8,435 2,720 5,440 8,160 10,880 (7"Beam) TOP 121 31/2" 640 1,275 1,915 2,550 905 1,815 2,720 3,625 - ' 6"ts 705 1,405 1 2,110 2.810 905 1,815 2,720 3,625 2-ply 3'/z" FACE/ (7" Beam) TOP 12j 6"(5) 1,055 2,110 3,165 4,220 930 1,860 2,785 3,715 2-ply 13/4" +3'/2" FACE/ 131 6"'s' 1,055 2,110 3,165 4,220 1,360 2,720 4,080 5.440 (7„ Beam) i TOP 1 FACE141 6"`5' 1,055 2,110 3,165 4,220 930 1,860 2,785 3,715 2-ply 13/4"+3'/2" :1 (7" Beam) TOP141 6"t5' 705 1,405 2,110 2,810 905 1,815 2,720 3,625 51/4"+ FACE (7" Beam) TOP 131 '/i/ 3 ' 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 11.888.453.83581 •www.iLevel.com w w Weyerhaeuser,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. ■ y TECHNICAL BULLETIN April 2010 by Weyerhaeuser Bulletin TB-300 Table 1, 2A, 213 General Notes • Connections are based on NDSG 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'/2") nails installed in the hanger. Other nails used for face mount hanger installations invalidate the capacities in these tables. • Verify adequacy of beam with all loads applied by using iLevel software or other methods. • See the iLevel Trus Joist®Beams, Headers, and Columns Specifier's Guide (#TJ-9000) for required connections for uniform side loads. Bolt or Wood Screw Connection Details • 1/2" bolts-9/16" o maximum holes • 3/4' bolts- 13/16"o maximum holes 1:1 T • Lead holes not required for wood screws y Conc.Load Conc.Load M M Conc. Load Conc. Load o` `o N M d 'u • I • N lli i I • �. ! t3 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=7'/."for M'o bolts d=9%"for 1/2"o bolts d= 11''W'for 112"o bolts d=9'/:'for'/:'o bolts d= 14"for'/."o bolts d= 16"for 1/."o bolts Conc. Load Nailed Connection Detail � a *STAGGER NAILS TO • PREVENT SPLITTING 1 ,/2 91, 16d Sinker (typ) Typ LL18 (+/-l"), (0.148" x 31/4") 6 Nail Pattern 12 Nail Pattern Nail Pattern Page 4 of 8 24 Nail Pattern CONTACT US • 1.888.iLevel8 (1.888.453.8358) •www.iLevel.com AWeyerhaeuser,iLevel.Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company All rights reserved ■ 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.) � , r Additional 3-1'/," x 14" Microllam'LVL Beam, Flush Connection ------------------------------------------------------ Required for Concentrated Face Mount Hanger with 5,000 lbs Reaction Load -------------------------------------------------------r 2- 1%" x14" Microllam® LVLT 14" Floor Joists @ 24" o.c., Typ. Beam, Flush L- r 4'-0" 15'-0" Partial Framing Plan Page 6 of 8 CONTACT US • 1.888.iLevel8 (1.888.453.8358) •www.iLevel.com Weyerhaeuser,ii-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. !r--x V U TMr*- Uk111'% A1 Q111 1 CTIM� • � 3Forte' MEMBER REPORT Leve(, Floor: Flush Beam sortwart 3 PIECE(S) 1 3/4" x 14" 1.9E Microllarll LVL PASSED o= rar Length 1 i i l i 1 a All Dimensions are Horizontal.Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF System:Floor Member Reaction(lbs) 7595 Q 2" 7809 Passed(97%) -- Member Type:Flush Beam Shear(lbs) 6837 C 1'5112" 13965 Passed(49%) 1A Building Use:Residential Moment(Ft-lbs) 25215 @ 4.11 7/8- 36387 Passed(69%) 1.0 Building Code:IBC Live Load Dell.(in) 0.356 @ T 1 13116" 0.489 Passed(L/494) Design Methodology:ASD Total Load Defl.(in) 0.456 C 7.1 7/8- 0.733 Passed(Lr386) • Deflection criteria:LL(L/360)and TL(1-1240). • 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"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports Total Available Required Support Reactions(lbs) PRS Bearing Bearing Bearing Dead/Floor 1 Roof t Snow Accessories 1-Stud wall-Spruce Pine Fir 3.50' 3.50' 3.40" 164 1 1555-5 i 0 i 0 Blocking 2-Stud wall-Spruce Pine Fir 3.50` 3.50" 2.33" 116414045/010 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) (nonsnow:1.25) (1.15) 1 -Nnito-mfPSF) D to 15' 1' 1000 4DD 0 D 0 0 0 10'F'oor 2-Point(ita 4' NiA 1030 4000 0 C Location Analysis Shear(Ill Moment(Ft-lbs) Comments Actual/Allowed I LDF Actual/Allowed I LDF 1-3' 60351 13965/1.0 191861 36387/1-0 BOLTS LEFT OF HANGER 2-5' 3911256910-9 25215 136387/1.0 BOLTS RIGHT OF HANGER >orteT Software Operator Job Notes 3r2512010 9:0221 AM iLeveM Forte-0.1,Design Engine:S'4-8.0-1 Page 1of1 Page 8 of 8 CONTACT US • 1.888.iLevel8 (1.888.453.8358) -www.iLevel.com Weyerhaeuser,Level,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved. W � CITY OF ATLANTIC BEACH s) 800 SEMINOLE ROAD J o ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 13 �. Application Number . . . . . 14-00000028 Date 2/26/14 Property Address . . . . . . 70 W 10TH ST Application type description SINGLE FAMILY ATTACHED DWELLING Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 125000 ---------------------------------------------------------------------------- Application desc NEW SINGLE FAMILY ATTACHED ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BEACHES HABITAT 797 MAYPORT RD ATLANTIC BEACH FL 32233 (9 04) 241-1222 --- Structure Information 000 000 SINGLE FAMILY ATTACHED 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 . . 8/25/14 ---------------------------------------------------------------------------- Special Notes and Comments Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management. ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED ��,77�� PERMIT IS Af9R1bVIT�IX991%C AIW& N ATU CAN OTF1'LX1NW9k H ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 >. INSPECTION PHONE LINE 247-5814 Oil Page 2 Application Number . . . . . 14-00000028 Date 2/26/14 ---------------------------------------------------------------------------- Special Notes and Comments *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 CITY 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: '76 g /6' Sl, PERMYr# / 0 va 8 NEW OR REPLACEMENT INSTALLATION: Project Value$ TYPE of FIXTURE QTY TYPE of FIXTURE QTY Bathtub 1 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 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 p ) ❑ Lawn Sprinkler System-Number of Heads ❑ Well ** ** VR WD Well Completion Form. Completed form to be submitted to the Building Department for final inspectio ❑ 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 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 spec' or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of constructs Property Owners Name /�'9 Phone Number Plumbing Company �� /�iQyl�2� �N Office Phone c-9-4 7-!?91'& Fax Co. Address: :9d Yi¢�/ G ��l�rti /h°S City State EL Zip ,72 License Holder(Print): Y C/ SJete Certification/Registration#CFe Notarized Sin u12 e e older 9LOZAIMOsaudx3 +0 066990 AJ uoissiwwo�hW ,t worn and subscrib d bef re me s day f 20 weyeJ� �aulUS epuo��;o a;e;g oipnd tietON n-a' ignature of Notary Pub 'c CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD :" ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 �JJ31�• Application Number . . . . . 14-00000027 Date 2/26/14 Property Address . . . . . . 68 W 10TH ST Application type description SINGLE FAMILY ATTACHED DWELLING Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 125000 ---------------------------------------------------------------------------- Application desc NEW SINGLE FAMILY ATTACHED ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BEACHES HABITAT 797 MAYPORT RD ATLANTIC BEACH FL 32233 (904) 241-1222 --- Structure Information 000 000 SINGLE FAMILT ATTACHED 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 . . 8/25/14 ---------------------------------------------------------------------------- Special Notes and Comments Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONSREQQUIREDD PERMIT IS AYYKTOVL94lw44qC6xAITA * ttC i UV[ LACWW kH ORDINANCES AND THE FLORIDA BUILDING CODES. z CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 14-00000027 Date 2/26/14 ---------------------------------------------------------------------------- Special Notes and Comments *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 CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PLUMBING PERMIT APPLICATION CITY OF ATLANTIC BEACH r 800 Seminole Rd Atlantic Beach,FL 32233 " Ph 904) 247-5826 Fax(904) 247-5845 Jr ADDRESS: l� /Off` �, j PERMIT# W OR REPLACEMENT INSTALLATION: Project Value$ TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY { Bathtub J Septic Tank&Pit Clothes Washer / Shower Dishwasher Shower Pan i Drinking Fountain Slop Sink Floor Dram Three Compartment Sink j Floor Sink Toilet — j j Hose Bibs / Urinal Kitchen Sink 11t Vacuum Breakers j Laundry Tray Water Connected Appliances Lavatory Water Heater 1 i Other Fixtures Water Treating System -PIPE: TYPE of FrxTuRE QTY TYPE of FrxTunE QTY Bathtub Septic Tank&Pit Clothes Washer Shower f Dishwasher Shower Pan Drinking Fountain Slop Sink i Floor Drain Floor Sink Three Compartment Sink Toilet � Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory ! Other Fixtures Water HeaterWater Treating System SCELLANEOUS: j ewer Replacement ❑ Back Flow Preventer ❑ Grease Interceptor(Trap) gallons(Requires 3 sets of p1 s) awn Sprinkler System-Number of Heads ❑ Well * RWD Well Completion Form. Completed form to be submitted to the Building Department for final inspectio ❑ ther i Pt it 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 th pplication and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether speci or The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of con structi P erty Owners Name JJ _ Phone Number Pl. bing Company C� P {��U1`�l dj Office Phone 4� 718`/8 Fax C Address: O City. �n /3c.1� State Zip .322 Li se Holder(Print); S Certification/Registration#C'lIve 14 [' rued Si nature of License Holder 9LOU6L20san&3 MAO i 066990 dd uass!wwo3 AW d subscribe a re me c weyeiJ l�tauiyg 20 E i ewPo!d w 81e1S o!!q�d AMON : e of Notary Publi I I r i f � CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r r� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Jli Application Number . . . . . 14-00000027 Date 6/03/14 Property Address . . . . . . 68 W 10TH ST Application type description SINGLE FAMILY ATTACHED DWELLING Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 125000 ---------------------------------------------------------------------------- Application desc NEW SINGLE FAMILY ATTACHED ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BEACHES HABITAT 797 MAYPORT RD ATLANTIC BEACH FL 32233 (904) 241-1222 --- Structure Information 000 000 SINGLE FAMILT ATTACHED Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc . . Sub Contractor . . FLORIDA AIR SERVICE & ENG.LLC Permit Fee . . . . 95 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/30/14 --------------------------------------------------------------------------- Special Notes and Comments Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED PERMIT IS NUJi0V5T6QAF4RaC AWft RfiMAACQff (f}HT{'LWPTVPQWkH ORDINANCES AND THE FLORIDA BUILDING CODES. 4 CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD =� = ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 ID Page 2 Application Number . . . . . 14-00000027 Date 6/03/14 ---------------------------------------------------------------------------- Special Notes and Comments *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE MECH DCA SURCHARGE 2 . 00 STATE MECH DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 95 . 00 95 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 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: ( All "U PERMIT# PROJECT VALUE $ Lfz ARI# 0 REQUIRED _Air Handling Equipment Only ✓Air Handling Unit & Condenser Condenser Only 1EW AIR CONDITIONING & HEATING SYSTEM INSTALLATION i Air Conditioning: Unit Quantity Tons Per Unit 12 - Heat: Unit Quantity / BTU's Per Unit— Seer Rating Duct Systems: Total CFM REQUIRED MPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating Duct Systems: Total CFM REQUIRED IRE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) ' IRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators/Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets Pumps #Vented Wall Furnaces Refrigerator Condenser BTU's # Water Heaters Solar Collection Systems Tanks (gallons) Wells )THER: ermit 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 ris 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 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. Toperty Owners Name AW J f 440f— Phone Number 4echanical Company a/1/` )A�,t c6aG, Office Phone j),3 Fax � �5 'o. Address: /V ///yJov a oJ,0r City P✓g State fL Zip 'icense Holder(Print): State Certification/Registration# 6*—'t t13g0 iotarized Signature of License Holder �ERbANCFZ Before me ths Signature of Notary Public �' CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD J S) ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 JJ319� Application Number . . . . . 14-00000028 Date 6/03/14 Property Address . . . . . . 70 W 10TH ST Application type description SINGLE FAMILY ATTACHED DWELLING Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 125000 --------------------------------------------------------- Application desc NEW SINGLE FAMILY ATTACHED ------------------------------------------------------ Owner Contractor - ------------------------ ----------------------- BEACHES HABITAT 797 MAYPORT RD ATLANTIC BEACH FL 32233 (904) 241-1222 --- Structure Information 000 000 SINGLE FAMILY ATTACHED Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X -----Permit . . MECHANICAL HVAC PERMIT Additional desc . . Sub Contractor . . FLORIDA AIR SERVICE & ENG.LLC Permit Fee . . . . 95 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/30/14 --------------------------------------------- Special Notes and Comments Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle' s and Waste Management . ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED PERMIT IS I�OV��QE�'I 1C�SI�A'ROE R' LX (W S'I 9TIWPT-NV(iWkCH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH I 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 14-00000028 Date 6/03/14 ------------------------------------------------- Special Notes and Comments *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ----------------------------- Other Fees . . STATE MECH DCA SURCHARGE 2 . 00 STATE MECH DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----- ---------- --------- Permit Fee Total 95 . 00 95 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 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 Be1247-5845 2 S FL 32233 Ph(904)247-5826 Fax (904) / �f� �1 ✓C�..�.._ � PERMIT# OB ADDRESS: -70 d� Lf ARI# 6 XON �..REQUIRED PROJECT VALUE $ Condenser Only —Air Handling Equipment Only ✓Air Handling Unit & Condenser DITIONING & HEATING SYSTEM INSTALLATION 1EW AIR CON Tons Per Unit =T Seer Rating Air Conditioning: Unit Quantity _--- BTU's Per Unit v` S REQ IRED Heat: Unit Quantity Duct Systems: - Total CFM CONDITIONING & HEATING SYSTEM INSTALLATION tEPLACEMENT AIR CON Tons Per Unit Seer Rating Air Conditioning: Unit Quantity BTU's Per Unit REQUIRED Heat: Unit Quantity Duct Systems: Total CFM _-- (Requires 3 sets of plans) IRE PREVENTION Quantity (Requires 3 sets of plans) Fire Sprinkler Sy Quantity (Requires 3 sets of plans) Fire Standpipe Value (Requires 3 sets of plans) Underground Fire Main Quantity Fire Hose Cabinets (Requires 3 sets of pans Quantity (Requires 3 sets of plans) Commercial Hoods Quantity Fire Suppression Systems Q MISCELLANEOUS: IRE PLACES Automobile Lifts BTU's Prefabricated Fireplace Qty — Boilers Gas Piping Outlets — Elevators/Escalators Heat Exchanger kLL OTHER GAS PIPING Pumps BTU's Quantity of Outlets Refrigerator Condenser Solar Collection Systems #Vented Wall Furnaces ______ Tanks (gallons) #Water Heaters Wells ad )THER• governing this work will be complied with whether ponified or ithin a six month period or work is suspended or abandoned for six months.I hereby certify that I have re ermit becomes void if work does not commence w erformance its appcorrect. l pof any other state or local law regulation construction or the p application and know the same to be true and correct. All provisions of laws and or rnanc Phone Number �t. The permit does not give authority to violate the provisions Q s 44 'roperty Owners Name r 4- 6v_q office Phone me Fax Mechanical Company State 6 Zip �S� rbc �'7✓ 0 City P✓a CAC1t13g0 'o. Address: — State Certification/Registration# l ,icense Holder(Print): f License Holder ``",Arai Fz nature o �r. :,1,rN Fill ", Jotarized Sig - = Before me th s r. Signature of Notary Public 08/15/2014 15:24 904-2490703 BROOKS AND LIMBUAGH PAGE 02/02 ' EARLY S'O'WER AGREEMENT & RELEASE "N CITE' OF A.T.LANTIC BEACH Electric power is requested now under the conditions and terms of this fully executed Agreement& Release Job Address; CC L3 ( Permit No. t 2-7Overhead Service Type(Circle One): Underground We,the undersigned General Contractor and Electrician, understand and agree: l. "Early Power", is urely for our construction convenience, it is not required by Codes and does not substitute fb at the � or of the eEui ding Offciaj�f Occupancy hat must be issued be'ore occupancy, and as such s 2. The City of Atlantic 13each will make a special inspection prior to the early power energizing. All rough inspections must have prior Approval, including meter base connections. 3. Occupancy or use of the new construction Before a formal C/0 constitutes fraudulent use of the earl electric service. Such action is expressly prohibited as repenalized romphren ovaloo'f electric service Ordinances. A violation Of thi._ A4teement shall result �n q p after a twenty-four hour notice. 4. "Early Power" reloase attthoyiW is the Electrician and/or the Contractor and must not occur before: a. Equipment, devices and fixtures are installed(or blanked off)safely, b. Panel is complete with breakers and cover, and(labeling required at final inspection). C. Service conn6gtion and founding is complete. d, The electric system hF� safely passed through electrical check. e. Meter can is berrnane,atly marled with address, f. Temporary address 11mobers displayed (Permanent numbers are required for C/O). 5. This fully completed forrn is t(-, ,,e submitted to the Building Department by hand, mail or fax. 6. Future such Agreements will not be accepted from those who violate any one of the above items. -�-� DAT E, � , l )�— &CONTRACTQR PRINT NAME DATE ELECTRICIAN PRJN T NAME io Seminole Road,Atlantic Beach rL 32233 Phone: (904)24758. rax: (904)247-5845 httua/www,cQa .us revised 11.29.05 08/15/2014 15:24 904-2490-,U3 BROOKS AND LIMBUAGH PAGE 01/02 EARLY POWER AGREEMENT & RELEASE CITY OF ATLANTIC BEACH Electric power is requested now under the conditions and terms of this fully executed Agreement &Release Job Address: _10 (_Zec) + n C)Permit No. L4 C) Service Type (Circle One): Overhead Underground We,the undersigned General Contractor and Electrician,understand and agree: 1. "Early Power" isrely for out construction convenience, it is not required by Codes and does nal substitute for Final Vispections or the C/O (Certificate of OccupancyTffiat must be issued before occupancy, and as such is at the discretion of the Building Official. 2, The City of Atlantic Beach will make a special inspection prior to the early power energizing. All rough inspections must have prior Approval, including meter base connections, 3. Occupancy or use of the new construction before a forinal CIO constitutes fraudulent use of the earl electric service. Such action is expressly prohibited and penalized by The City of Atlantic BeaAl Ordinances. A violation of this Agreement shall result in a request for prompt removal of electric service after a twenty-four hour notice. 1u%_ 4, "Early Power"release author�y is the Electrician and/or the Contractor and must not occur be-fore: a. Equipment, devices and fixtures are installed (or blanked off) safely.final inspection). b. Pancl is complete with breakers and covet, and(labeling required al. c. Service comi6otjon and grounding is complete. d. The electric system has safety passed through electrical check. e. Meter can is pen-nanently marked with address. f. Temporary address numbers displayed(Permanent numbers are required for C/O). 5. This fully completed form is to be submitted to the Building Department by band, mail or fax, 6. Future such Agreements will not be accepted from those who violate any one of the above items. CONTRACTO DATF, PRINT NAME 4 tZ5 r, ELECTRICIAN DATE- 1 L 0 PRINT NAME 800 Seminole Road, Atlantic Bcach FL 32233 Phone: (904)247-5826 Fax: (904)247-5845 laity,//www.cqqbus revised 11.29.06