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68 W 10th St - SFAT Permit CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD 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 . . . . 12SO00 ---------------------------------------------------------------------------- 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 . . . . . . SINGLE FAMILY ATTACHED Additional desc . . Sub Contractor . . BEACHES HABITAT Permit Fee . . . . 555 . 00 Plan Check Fee 277 . 50 Issue Date . . . . Valuation . . . . 12SO00 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 AA&bvdW&GKERaCl��ATa 'RhifUN Cfn OTJ-WLW\WQKiH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 ............ INSPECTION PHONE LINE 247-5814 J 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. CITY OF ATLANTIC BEACH 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 S-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-S834) 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 (WQkTTXKW, QRCP0%WFX9CU AND THE FLORIDA BUILDING CODES. J I I .;.w CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 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 18S . 00 WATER CROSS CONNECTION 50 . 00 WATER SDC-SYSTEM DEV CHG 1140 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 5S5 . 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. *raw BUILDING PERMIT APPLICATION y CITY OF ATLANTIC BEACH @ 800 Seminole Road, Atlantic Beach, FL 32233 @ 7 Office (904) 247-5826 Fax (904) 247-5845 JAN. I fl, FILE COP U T'� r7i-,;7— iveE�-�7-),gH),,( i��kPermitNum Job Address: y f�- Legal Description ^e�� Tdo4l< bal Sft_-r7*,H W' Parcel # - I P loor Area ot Tq.Ft. Valuation of Work S. Proposed Work heated/cooled non-heated/cooled ? ,0 c"k 7;;Tk r L_&;"r Class of Work(circle one): (?qe_�) 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: C,(L 1) A i�,AI_F ra HtA S A Property Owner Information: Name: SeqA-e-s 66,'rox- F4? Address: �f7 /nft02!2-� (?e A I city '04'tLawLle 13eA-eJn State r�_Zip ' 3215� Phone_!74�1_1�/ —1222 E-Mail or Fax#(Optional) Contractor Information: Company Name: &adts Nam,4ry,,;�V Qualifying Agent: Address: 71Zdd19V1),fz-T- J2,fAP City 47-1191r*r� gcdeA State P-4C Zip Office Phone a – :2 dl 1-2 2-,? ax Job Site/Contact Number F 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 A I, e eb mad to ob a n a ermit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the 11 be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null 'Op"'ca 0 s',r it Y d the t'71, 'rk P sua ce o a e m an a wo w , p k snot c'm 'nc d w thin six(6)months, or if construction or work is suspended or abandonedfor a period of six(6)months at any time after nd void f w" m e ' work is commenced I understand that separate permits must be securedfor Electrical Work,Plumbing,Sikns, Wells, Pools, Fkirnaces, Boileis, 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. I hereby certify that I have read and examined th,'SO lication and know the same to be true and correct. All provisions of laws and ordinances governing this J work will be complied with whether specifM herein or not. The granting of a permit does not presume to give authority to violate or cancel the a provisions of any otherfederal,state, or local aw regulating construction or the performance of construction. Signature of Owner Signature of Contractor Print Name Print Narne .-ARIYA16 . ........................................................................................... Sworn to and subscribed before me Sworn to and subsc *b d before me this_ZEtDay of Atj 200 this &t'Day of_r=J*4-- 201-1 Notary Public Notary Public ~s(MLOR"Vo My COMMISSION#EE185723 MY COMMISSION#EE185723 KYLE 1WR'RAY EXPIRES Apro 02,2016 EXPIRES AprV 02,2016 Cicable codest 2007.Plor Building Code w/2005,Revisions epv'ieW Result (circle one): Disapproved Approved w/ Conditions Review Initials/Date: 1-.,2 Development Size Habitable Space 5-o E.-F Non-Habitable -32 S, Impervious area Miscellaneous Information Occupancy Group 3 Type of Construction <3 Number of Stories Zoning District 61- Max. Occupancy Load Fire Sprinklers Required Flood Zone Conditions/Comments: City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road I L4 '-()O Q Atlantic Beach, Florida 32233-5445 C) Phone (904)247-5826 - Fax (904) 247-5845 building-dept@coab.us E-mail' L Date routed: 1110 / I City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: r70 LAI , I Department review required Yes No uildin Applicant: Kanning & Zon7in Tree A-d-m-in-19fr—ator Project: �?�Wo Public UOitiej:) Public Safety Fire Services Review fee $ Dept Signature _ Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLIPATION STATUS Reviewing Department First Review: PA/Pproved. E]Denied. (Circle one.) Comments: BUILDING �AN N I N�G& Z 0�Nl N G� ' 46sa -7/ Reviewed by: 34 -Date: TREE ADMIN. Second Review: FlApproved as revised. F-IlDenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date. FIRE SERVICES Third Review: []Approved as revised. DIDenied. Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 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 -7(p , I of'K 5+ ggpQment review required Yes,,'No Property Address: P Applicant: r3ca_ck-rcs RO 1�9 t <:P�Ianning &Zoni_67�) Tree Administrator Project: NtW SIF^'v Pu-Ulic-Works 41__�12�Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco I Other: I I APPLI(;ATION STATUS Reviewing Department First Review: [B/Approved. OlDenied. (Circle one.) Comments: E PLANNING &ZONING Reviewed by: 0) Date: TREE ADMIN. Second Review: F]Approved as revised. FJDVn-ied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ODenied. Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road L] Oo Atlantic Beach, Florida 32233-5445 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: q0 W., ( 0+ -,\ 5-1— -Department review required Yes No u i Id—i n 4 — Applicant: r��>c Kk"r-S [40,0 , 'Tianning & ZoniDn T re—e—ATM i—ni st rato r Project: 1\14 Public W rk Public Utiliti9s ff ubtc-SaTe�ty Fire Services Review fee $ ct" Dept Signature - Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management-District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. E]Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: Date: TREE ADMIN. econd Review: F]Approved as revised. EDenied. Comments: S PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: F]Approved as revised. [:]Denied. Comments: Reviewed by: Date: Revised 05/14/09 BP250U01 CITY OF ATLANTIC BEACH 1/21/14 Application Tracking 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 01 Y 01/21/14 01/30/14 01/21/14 AP MJ PLANNING & ZONING A 01 Y 01/17/14 01/30/14 01/17/14 AP SLG PUBLIC UTILITIES A 01 Y 01/10/14 01/30/14 01/21/14 AP LS PUBLIC WORKS A 01 Y 01/10/14 01/30/14 01/13/14 AP LS Bottom F3=Exit F5=Land inquiry F6=Add F7=Revisions F8=Misc info inquiry F9=Corrections report F10=View 2 F11=Sort by agency F24--More keys Ui��rr' I SS\ 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: 9—14J 16 V47 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 Name: Applicant Address: City: Atlantic Beach State: _Zip: Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) Application# z1— 00 Z7 CITY STAFF USE ONLY Water System Development Charge $ /4/0, 06 Sewer System Development Charge $ d'3b. 00 Water Meter Only $ IRS-. 60 Water Meter Tap $ (notes) Sewer Tap $ Cross Connection $ '520, 60 Other $ TOTAL APPROV D: I (Utilit�y D�irector;or A;uth�or�ized Signature) ALL TAP QUEST MUST Z APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CANBEASSESSED APPLICATION NUMBER City of Atlantic Beach Building Department (To be assigned by the Building Department.) 800 Seminole Road JAN Z014 t antic Beach, Florida 32233-5445 1 H 00.�L Phone(904)247-5826 - Fax(904)24 E-mail: building-dept@coab.us City web-site: http://www.coab.us Date routed: APPLICATION REVIEW AND TRACKING FORM Property Address: DeD eview required Yes No artment r ul Id Applicant: Pracvy-s Ho-b� +0,+ 21anning�8, Zo�ning Tre—e-Td-ministrator u ic Project: zAJJ <- rE�:) Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPdCATION STATUS Reviewing Department First Review: dA v)d. E]Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: F]Approved as revised. []Denied. P W RKS Comments: PU IC UTI IES T PUBLIC AF T Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. F]Denied. Comments: Reviewed by: Date: Revised 05/14/09 ----I- - _.�Vjtx A I]LA A I I IkJIN CITY OF ATLANTIC BEACH al 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904)247-5845 J nAN, 1 ft "I"7i�R jn,�� Li U Job Address: Lj �3�4Permit Numb Legal Description 1)21 3,-e- Y 'Noe-l< Sec77'-H �V' Parcel # 'loor ea of Sq.Ft. Sq.Ft Valuation of Work S P ProposedWork heated/cooled 1.16-r non-heated/cooled Class of Work(circle one): (K-e;�) 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 aP_P_r0_V_arr0_rm Describe in detail the type of work to be performed: RC'(',Lo /9 .2 F'q/"iyy b_��OL-e)e - ey?eA ra ft t,12 Lia 3 8-D �-xns/g i3oy�t'A'k_5' Property Owner Information: Name:. Ge4ekes #681'rgr Ft("Z llu--Ndt�y Address: �f7 /114y 02!��_7- Pc,40 city o4'fLa"*7,e Qe4cA StateV-ZiP 3-Z2-5& Phone.!i!gA E-Mail or Fax#(Optional) Contractor Information: Company Name: S0,Ui15 AW,)k;-1-5-13 �94mdt,,:�y Qualifying Agent: Address:_7 ZA44VQ a-r- 12eAb 'CitY cAcA State P'l- zip DfficePhone !&!yZ!2 Job Site/Contact Number Fax-# 3tate Certification/Registration# krchitect Name&Phone# Engineer's Name&Phone .ee Simple Title Holder Name and Address 3onding Company Name and Address Aortgage Lender Name and Address 10 ica he e ad I a n a d he work and a a ns a pd aed or installation has commencedprior to the n Y m L 0 ,' ' ermi"o 0 0' tom , inst " "'a s' ''c is r r ' 0'v p be perf ed he 'an�a ds 0 a la s re thisjurisdiction. This permit becomes null e in,and, a rk will in r w 0 k is =P aWeriod ofsixi.6,months at anv time after _st cton or,�r s cu e f s ot co 0 w t si, )m r t or Z'o or I cl, I W k n ed hin 6 n c P1 0 s a ce a u 0 .d aid w 0 1 u mm r,c at P,( t 0 be s-e red E e a d p r is mu t i ",k is co_,je ce nde ta d t� ra e e "ks a, A, C"'�tjo'e's'el, �11s, Pools, urnaces, Boilers, Heaters, 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 FINANCING9 CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. zereby certify that I have read and exam ined this Pplication and know the same to be true and correct. All provisions of laws and ordinances governing this j work will be co�nplied with whether speci7ied herein or not. The granting of a permit does not presume to give authority to violate or cancel the ovisions ofany otherfederal,state, or local law regulating construction or the peFfo�mance ofconstruction. gnature of Owner Signature of Contractor int Name .......... Print Narne �;�.... ........................................................... /Y'0�16 r� ZA .................................................................................... vorn to and subscribed before me Sworn to and subscribed before me s_betDayof__ 120t3 this ?W-Day of V ,tary Public Nota �_Pu-blic KYLE W (MOVAItO MY COMMISS !-,-'�eAFL My EXPIRES Apra My COMMISSION 0 EE185723 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 1 H 00. Phone(904)247-5826 - Fax(904)247-5845 r E-mail: building-dept@coab.us Date routed: 0 City web-site: http://viww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 10r11-\ Artment review required Yes /No 4a�� 17 Applicant: &eacjr�(s HG4/01 C15-lann—ing &Zoning) trator Project: -(�VJ SF)4(�- P610ic—Driarize's) P u b7i FS_affry Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other APPLI(;ATION STATUS Reviewing Department First Review: BXApproved. E]Denied. (Circle one.) Comments: <��ILDING PLANNING &ZONING Reviewed by: Date: 4f TREE ADMIN. Second Review: F]Approved as revised. nDerVed. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by.- Date: FIRE SERVICES Third Review: E]Approved as revised. FlDenied. Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach APPLICATION NUMBER 1.SS Building Department (To be assigned by the Building Department.) >, 800 Seminole Road I I W— 002--� Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 r 1119' E-mail: building-dept@coab.us L Date routed: ) WIN City web-site: http://vvww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Q ADWment review required Yes No _R ildin Qlanninq &Lonin;�) Applicant: Tre��inistrator Project: ic L-P�ic Utilities) Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other APPLICATIgy STATUS E]Denied. Reviewing Department First Review: rq7rpoporoved. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed b TREE ADMIN. rg�?J Date: Second Review: [—]Approved as revised. HDenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: E]Approved as revised. RDenied. Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach XXJ '"VED] 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 45 E-mail: building-dept@coab.us Date routed: L0 Cityweb-site: http://www.coab.us- I APPLICATION REVIEW AND TRACKING FORM Property Address: (J 0+�' St Department review required Yes No E�uildin – a2m� Applicant: Habltou+ 'rlanning &Zonino Tree Administrator Project: ev\) S (T7ublic�Works PuMM7HTM—fies–) Public 8cifetr' Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. E]Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by__� _ Date: TREE ADMIN. Second Review: F]Approved as revised. F]Denied. e� Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: E]Approved as revised. E]Denied. Comments: Reviewed by: Date: Revised 05/14/09 11 st 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:AIVIV Project Address: 70 to /ov+? No. of Units: I Commercial Residential. V-�Multi-Famiiy— New Water Tap(s) &Meter(s) Meter Size(s) -3/�(" New Irrigation Meter Upgrade-�Nisting Meter from to (size) New Connection to City Sewer Name: Applicant Address: City: Atlantic Beach State: ZiPL— Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) Application# — 00 F,6) CITY STAFF USE ONLY Water System Development Charge $ /' I q0' do Sewer System Development Charge $�� 05-6. 0a Water Meter Only $ t 815-1 cx� Water Meter Tap $ (notes) Sewer Tap $ Cross Connection $ -!ro' . C3 0 Other $ TOTAL C) APPR04AD- t (Utilit�y D;irelctor or Authorized Signature) ALL TAP QUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CANBEASSESSED pp City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road 00'-1 a Atlantic Beach, Florida 32233-5445 14-0 Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: r7 0 W. 10t"\ rtment review required Yes No Buildln� Applicant: li-CaLvy-S Habli-�CL+ I'Elanning & Zonil Tree Administrator <:�-_Pu_blic Mr9; Project: (J5_ub_F_ic_UriIitie_s-� Pub 71c_s� Fire Services Review fee $ Dept Signatu 42— Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ToApproved. E]Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: T TRE MIN. &REIN S Second Review: []Approved as revised. []Denied. M UB ORKS pornments: U C UTI TIES PU LIC AF Reviewed by: Date: FIRE SERVICES Third Review: FlApproved as revised. F]Denied. Comments: Reviewed by: Date: Revised 05/14/09 iA FILE COPY January I 01h 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 1 oth 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 infort-nation is required. Thank you, Since el , 'Y' 14 fson ArnodGu Construction Director 904-238-5171 attachments FILE COPY .' 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, �40 * Arnold Gustafson Construction Director 904-238-5171 FILE COPY Lurner MAIN OFFict.480 EOGEwcou AIANUE,SOUTH, JACKSONVILLE,FLORmp 32205 hkC-"4!R"-3-1Q*FAX 994-354- p es t J40 I ST.MARM,GA,-912-576-1300 OcALA,FLA.-352-351-4386 EX Contro DAYTONA BEAcH,FLA.-386-788-8303 PORT ST.Lum,FLA.-772-592-0078 What's Bugging You? MajouRNE,FLA.-321-951-3325 —TAmPA,FLA.-013-681-6381 NOTICE OF INTENT FOR PREVENTATIVE TREATMENTS AGAINST TERMITES (as required by Florida Build�qg Code,FBC 104,2.6) A ddress: 1,�' Ive 5—1 -r/-,o'y"4 Lot. Block. Date. �fc-'q- ze,I? 110itA.--LARL-'Ilt.:rntiti�citly ALL STRUCTURAL CHANGES �Wpod Treatment) ARE TO BE REPORTED Product Used I I FOR RETREATMENT RJ m,d Fat': 2326 Active Ingredient Chemical used(active ingredient) Percent Concentration Application will be P-�rkrlll-d ont"-structural w0pi 4,Lfricd-Justagc ofconstrtq�t�iqjj Stage oftreatment(Horizontal,Vertical,Adjoining Slab,retreat ofdisturbed area) BORA (;ARLJirm p Al�ajll,be applied accp1ding tql-'!�A ic0s��dirfctionsias stated in the Florida 0gi1l (INFORMATION TO BE PROVIDED TO LOCAL BUILDING CODE t OFFICES PRIOR TO CONCRETE FOUNDATION INSTALLATION) y FORM 40,r,_10 FILE COP FLORIDA ENERGY EFFICIENCY CODE FOR BUILDIN TOUCT ON Florida Department of Business and Professional Regulation - Residential Performance Method Project Narne� 2 Stoqy 3 Or Attached Single- Builder Name-. Habitat For Humanity Beaches 'Street: (g) "'V th S r, Wee,T' Permit Office: Duval City,State,Zip: Atlantic Beach FL,32233- Permit Number: Owner: BetIcAeS /_/481'7�r Design Localtion: FL,Jacksonville Jurisdiction: 261100 1. New con3truction or existing New(From Plans) 9. WaRTypes(1406.0 sqft.) Insulation Area 2 Single ta"or multiple tag-My uuft-twwy a.Frame-Wood,Exterior R�13.0 1184.00 ft, 3- Number Of units,if rnultiple family I b.Frame-Wood,Common R=1 1.0 224.00 It' 4. Number of Bedroom c.WA R- W 3 d.N/A R- 112 5. Is this a worst case? NO 10.Ceiling Types (640.0 sqfQ Insulation Area a.Under Athc(Vented) R-30.0 640.00 111 6. Conditioned loor area above grade(W) 1250 b.NIA R= IF Conditioned floor wea below grade(IF) 0 c.NIA R- ft2 1 11.Duds R ft2 7. YMndows(133.6 sqft.) Description Area a.Sup:Attic,Ret. Main,AH:Main 6 250 a. U-Factor: Dbl,U-0.34 13156 IF SHGC: SHGC=0.30 b. U-Factor. N/A ft, 12.Cooling systems kstuhf Efficiency SHGC: a.Central Unit 23,5 SEERACDO c. U-FactoT: NIA 1`12 SHGC: 1 13.Heating systems kBtutbr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump SHGC: 23.5 HSPF:8.DO Area Weigthted Average Overhang Depth: 1.000 Area VWighted Average SHGC: 0-300 14.Hot waler systems 8. FWr Types (640.0 selft.) insulatkm Area a.Electric Cap,-40 gallons a.Slab-On-Grade Edge Insulation R=0.0 640.00 ft2 EF:0,920 b-VA R= W2 b Conservation features c.N/A R- fe None 1 15.Cridits Pstat Glass/Floor Area: 0.107 Total PrDpoSed Modified Loads: 26.28 Total Standard Reference Loads.- 34.13 PASS I hereby certify that the plans and specifications covered by TReview of the plans and this calculation are in compliance with the Florida Energy spi Code. specifications covered by this calculation indicates compliance with the Florida Energy Code. Nt PREPARED BY: DATE: _.71 Before construction is completed this building will be inspected for compliance Wth Section 553 908 Florida Statutes. I hereby certify that this building, as designed, is in compliance with the Florida Energy C otJ%`E OVVWER/AGENT: -- ----- BUILDING OFFICIAL: DATE� DA TE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 9112/2013 5:06 PM EnergyGaugee)USA-FlaRes2010 Section 405.4.1 Compliant Softwafe Page 1 of 5 PROJECT Title: 0 T B.I it e d' e g Ty 2 Story 3 Br Affached Single- Bedrooms: 3 Building Type� User Conditioned Area: 1250 Address Type: Street Address Owner: Total Stories: 2 Lot# 4 of #of Units: 1 Block/SubDivision: B B.'l U"it' Worst Case: No PlatBook- uilder Name: Habitat For Humanity Beache Rotate Angle: 0 Street: off Permit Office: Duval Cross Ventilation: P , t t."' Jurisdiction: 261100 County: Duval J .i y'c y" Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Multi-family T sting [New/Existing: New(From Plans) FL, 32233- Co.. 't Comment: CLIMATE Design Location TMY Site IECC Design Temp Int Design Temp Heating Design Daily Temp F L, Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range L, Jacksonville FL—JACKSONVILLE—INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 1 Blockl 1250 10000 SPACES ENumber Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated Main 1250 10000 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Til- 1 Slab-On-Grade Edge Insulatio Main 72 ft ROOF 0 640 ft2 ---- 0.3 0 0.7 Roof Gable Roof Solar SA Emill Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) I 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 Under Affic(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 --TO Mall 11f Space Cavity Width Height Sheathing Framing Solar Below _V 1.1p El in P-Vahlp EfaCtinn Ahqor rrarip% I NE Exterior Frame-Wood Main 13 20 0 8 0 160.0 ft2 0 0.8 0 - 2 NW Exterior Frame-Wood Main 13 20.5 0 8 0 164.0 ft2 0 0.8 0 - 3 SW Exterior Frame-Wood Main 13 14 0 8 0 112.0 ft' 0 0.8 0 - 4 SE Exterior Frame-Wood Main 13 11 0 8 0 88.0 ft2 0 0.8 0 5 SW Exterior Frame-Wood Main 13 6 0 8 0 48.0 ft2 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 ft2 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 ft2 0 0.8 0 11 SW Exterior Frame-Wood Main 13 11 0 8 0 88.0 ft2 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 f12 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 V # Ornt DDorType Space Storms U-Value Width Height Area Ft In Ft In F 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' I It 0 in 10 It 0 in None None 2 NW 2 Vinyl Low-E Double Yes 0.34 0.3 17.1 ft' I fl 0 in 10 ft 0 in None None 3 SW 3 Vinyl Low-E Double Yes 0.34 0.3 20.1 ft' 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 ft 0 in None None 5 NE 7 Vinyl Low-E Double Yes 0.34 0.3 28.1 ft' I ff 0 in 1 ft 0 in None None 6 SW 10 Vinyl Low-E Double Yes 0.34 0.3 15.6 ft' 1 1110 in 1 It 0 in None None 7 SW 11 Vinyl Low-E Double Yes 0.34 0.3 15.6 ft2 1 It 0 in 1 It 0 in None None INFILTRATION Scope Method SLA CFM 50 ELA EqLA 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 EnergyGauge@ USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts u1hr 1 sys#1 Electric Heat Pump None HSPF�8 23.5 kBt COOLING SYSTEM # System Type Subtype I Central Unit Efficiency Capacity Air Flow SHR Block Ducts None SEER: 14 23.5 kBtu/hr 705 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Typ-e SubType Location EF Cap Use SetPnt Conservation Electric None Main 0.92 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM Conservation None FSEC Collector qSlorage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS Supply Return-- Air CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler CITIO125 OUT PV ON RLF Heat Cool -Attic 6 250 ft2 Main 62.5 1`12 Default Leakage Main cfm (Defauft) 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: Cooling Jan Feb Ma Appr, May rl Jun x Jul Aug Sep Oct Nov D:.c ng Jan Feb M ay Jun Jul Aug Sep Oct No, D Venting Jan Feb Mar Apr May Jun Jul �XlAug Sep Oct Nov Dec Heati H H a rr A M 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 9/12/2013 5:06 PM EnergyGauge&USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 4 05-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: &[r/7,9 /OtA 9T-, 1-v�e57— 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. Ceilin s/knee walls 405.2.1 R-19 space permitting. 9/12/2013 5:06 PM EnergyGauge(&USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 77 The lower the EnergyPerformance Index, the more efficient the home. Itkt ST- we5T- 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 ft2 3. Number of units, if multiple family b. Frame-Wood,Common R=1 1.0 224.00 ft2 c.N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a. Under Attic(Vented) R=30.0 640.00 ft2 6. Conditioned floor area(ft') 1250 b. N/A R= ft2 7. Windows- Description Area c. N/A R= ft2 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 ft2 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 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 VE Sz,4 Construction through the above energy saving features which will be installed (or exceeded) 1V Oki in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home.'df/ /eM�-r4,,,i-1 -7 &*4 City/FLZiP: -3-2-45 *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 1 Oth St Builder Name: Habitat For Humanity Beaches Street- &f 9 T– Permit Office: Duval City,State,Zip: Atlan'tic Beach,FL ,32233- Perrnit Number: Owner: GeAcAe-f 1Ym13#7'4r 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 ir bame . 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 seated. Attic access (except unvented attic), knee wall door, or drop down r is sealed. Walls Comers 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 ins I tion i's 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 rate , 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 d all. Fire lace Fire lace walls include an air barrier. EnergyGaugee)USA-FlaRes2010 Section 405.4.1 Compliant Software 2 Stoty 3 Br Attached Single - HVAC Load Calculations for Habitat For Humanity Beaches 7q,riMAYPORT- R-AD Atlant c Be ch, FL 32233 f t- wo re RHVACRESIDENTIAL AND LIGHT COMMERCIAL 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 L&Ught Commercial HVAC Loads Elite Software Dev pm- M og 'I c es Home Energy Services 190N, L Ja 0 F 2 Story 3 St Attached Sin 32218 ple 4 1w ProjectNeport 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, Fl. 32218 Company Phone: 904 757-3569 Company Fax: 904 757-7104 Company E-Mail Address.- jimwiIliams@homebuildingstore.com Company Website: homebuildingstore.com Company Comment: Reference City-' Jacksonville, Florid�'_.L.....' --- --- 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 Chec( iqures Total Building Supply CFM: 842 CFM Per Square ft.: 0.674 Square ft. of Room Area: 1,250 Square ft. Per Ton: 694 Volume W)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 ar)oroved 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, eptember 12,2013, 4:28 PM Rhvac-Resi �I U,1 1: 1 11 Home Energy ir 111101 1� G I Elite S are Devolloame - Services 2 Story 3 BrAtfachod Single.'/- teni' Wile F 3221R Miscellaneous Report ReQ Jym Winter: 32 29.92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 48.06 Dij� Siz pg In uts Runouts — Mai unk Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor. 0.01000 0,01000 Pressure Drop: 0.1000 in.wgJ100 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. Mp_l�s`iqe�Alr Winter Su�iFn;r_ 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) [Q�uctLoa�d for 5 - actor Scenarios ystern 1 Attic - Duct Duct Surface From, Description jLqcation Ceiling LeakNp Insulafion A[epp. MPD 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 RIK*fAk m-Residelil I&Ujht'C6rn rcial WAC J1.0aus 'Hohle Ene*Seivk:es Stor'v Attached Singlo,, k�'a FCq ad—Preview Report Net Re Sen Lot Ne Sen Sy Sy Sys Duct Scope Ton Ton rron Area Gain Gain Gain Loss Htg Clg Act I CFM CFM CFM Size BOlding 1.80 2.06 608 1.250 18,511 3,108 21,619 16,133 326 842 842 System 1 1.80 2.06 608 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 i 842 842 18 1-Great Room 1 340 5,942 1,172 7,114 5,931 120,' 270 270 3-6 2-Kilchen 154 4,369 430 4,799 3,510 71'1� 199 199 24 3-Bath 1 r 44 198 55 253 747 15, , 9 9 1-4 4-Utility 30 0 0 0 0 0" 0 0 0__O 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-Bedroorn 2 130 1,661 124 1,785 1,145 23 76 76 1_5 11-Bedroorn 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 I-A Thursday, September 12,2013, 4:28 PM S�f ac-Res i!!I:Illlll'l��,�;11:111� :l�;11'1 figlit ;'�ommercfaf WAC';� .11:1�;Ilfs VW -Res E I I L; o-ft-w-a-re-D-e v-0 1-6-D m-&-i—iL I-M7 er H�come j7lEn�ergy Services ja 2 Story 3 Br Attached Sin nVI Ja n A Duct Size Preview F� oom or Room or MiWi mu mT Ma)dm Rough Design SPI 1:1,1�:I Duct Name Velorr"I I Iti Mg Act. Duct factor 1_1100 LOSSJ_ Veiobty, Length Flow Flow Flow Size System I Supply Runouts on Zone 1 J7 1-Great Room 450 750 0 0.1 459 120 270 3-6 2-Kitchen 450 750 0 0.1 506.1 71 199 24 3-Balh 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 01 0 0 0 04 6-M aste r B ed ro om 450 750 0 0.1 553 9 39 151 2-5 7-M WC 450 750 0 0.1 140.2 a 12 1-4 8-Stair Upstairs 450 750 0 01 1IT5 3 10 1-4 9-Laundry 450 750 0 01 33.3 1 3 1-4 10-Bedroom 2 450 750 0 0.1 554.2 23; 76 1-5 1 1-Bedroorn 3 450 750 0 01 464.8 34 91 1-6 12-Bath 2 450 750 0 0.1 237.9 12 21 1-4 Other Ducts in System I Supply Main Trunk 550 600 0 01 476.6 3265 842 18 Summary System 1 FHeating Flow: 326 1 : :8427 Cooling Flow: Thursday, September 12,2013,4:28 PM "Rhvac-Residential&Light C I mercial HVAC Loads �R ':L'&L�ghtCom�memlal�IfVACL�,,ads Elfte Softwas Dow-lopmork lr&c,� eside ,Lhv a c�i n s Horne Energy Services orn .1 F 18 2 Story 3 Sr Attached Single 0 1 � .0 FL,32218 6-a-_ds To ta I Buildin _q Summnnl nn UR 4A-6-0, Glazing-Double pane low-e (e = 0.20 or less), 45.2 583 0 1,201 1,201 high performance, operable window, e=0.05 on surface 2, any frame, u-value 0.34, SHGC 0.3 1 OD-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, e=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-1 1 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 �ec�Fi�ures __7 Total Building Supply CFM: 842 CFM Per Square ft.: 0.674 Square ft. of Room Area.- 1,250 Square ft. Per Ton: 694 Volume (W) of Cond. Space: 10,000 [p Mfoing 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 "I Llgh'co rR—hvac-Resident 1 i I i �� ''1:(I�I I� I I& I I M611 ial HVAd—LDads -- El S re Dev6 'a r!y S r ices [Home Energy Services n 2 StorX 3 Sr Attached S le; v L 3nj8 .� L I W@qk—sonyRfe,IF, 3 P C U1 ing Pie Chart [Buildin le �a;� 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% Building Glass 16% —Ductwork 25% Gain 21,619 Btuh Door 1% People 10% Equipment 20% Thursday, September 12,2013, 4:28 PM SRfwac-ResidenWl&Llld Commercial HVAC Loods Elite 90ftware Dev es�=18Ll gd Commerc4 er Home Energy Services a 2Story3l3rAttachodSi _j _ t IJ System I Room Load Summary U—n Room Area Sens Htg Duct Duct Sens Lat CIg Sys 'ILo_, Nhie,� SF ptyh CFM_ Size Vel Btuh Btuh CFM ---Zone 1--- �qf�M I 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 91 112 Bath 2 60 612 12 174 .238 456 87 21 21 Duct Latent 749 System 1 total 1,250 116,133 326 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 [Cooling S em 7 ._ysL_Summ*yr. 0 in Sensible/La tent Sensible Latent TOW TqLilp Split �_ _c V-9 pt� pI _Btuh Net Required: 1.80 86% / 14% 18,511 3,108 21,619 Actual: 1.97 75%/25% 17,700 5,900 23,600 1 Eouipment 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 co > 0 LJ6J $.. EOD .4 -Z� ct C> C'3 a) 00 o 10. 10, o 0 0 -Z3 7� in. C) 0 th u 0 Q) 0 ,0 0 > JQ Cd cn cn 0 cd s.. 0 C,3 0 0 -0 0 ci -0 42% 0 cl C6 wo 0 " 00 en > M, 0 cam cd 0 r- 0 0 -C3 t4 0 0 -0 r. r. 0 z N 0 o o 0 uc, a) C, rq 00 0' 0 0 cl I.. cz cn cz M Ct Ln M > 7 CA E =,,-, rn rn Z tj) — = = -0 ! '. (1) Cl) C� COO ct C) 44 -) rt > 0 = ;::, .= C6 to tb a a = = Q o cn 4. �1. 0 0 c) o V) CA oJ� c75 ce ce r-. 00. cl�- "i rn. 4 "6 t--: 00. C.'. rl I I I cz C13 a) ct J:L, Ct 0 0 m cz 0 0 ct C,� C) 0 M 1 0 co 0 0 to r. 42' 4 0 C) cz Q > 0 cl s. In. o cts 0 C6 r2 C> ON cz 0 In. ,Z: 4. b-0 0 > cl 19 0 cl > o 0 ri In. E 0 In. in. 0 C > 0 o -0 Q m o t 4M- -0 0 E -t� 4- 0 N *r. (U 0 C) cqs 80 0 00 0 0 C4 0 "a U o o C) M 0 0 0 0 ;.. 03 r- C) M > Cl w 0 0 0 cz 45 z C) = W z 0 0 N >1 0 u 6 cts op cz 0 0 m BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH FILE COPY 800 Seminole Road, Atlantic Beach, FL 32233 I A:JAN�l 0'2014] E 914 Office (904) 247-5826 Fax (904) 247-5845 0 2J Job Address: '749 /rA tv-e 5 T A-0,4o-�n� f3,,,,q,,k Permit Numbek��_�� I 10H Parcel# Legal Description �8$ 3 Ezl"fe 46 S-PcfyT-' (H Floor Area ot Sq.Ft. 8q*Ft Valuation of Work _Z=E,0�a6 _Proposed work heated/cooled /-2S-a non-beated/cooled Class of Work(circle one): 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# oo�4a For multiple products use product approval form Describe in detail the type of work to be performed: SLZ40 6 .2F4,,-:1j INel-Y eA-e-A 71 Property Owner Information: Name: gy6'f,07- FqZ #.441-A A,I Address: 7T7 --",4re111-T City 9.ermk —State(:ZZip 1.1-;13) Phone '70'Y*-71f1 /z2:z E-Mail or Fax# (Optional Contractor Information: Company Name: A r Qualifying Agent: City &/ Zip 3 2.237 Address: -7 If? M;4 v aa r ied ,4 Hl,,e f2,,eA.1, State 114 Office Phone qe-YJ�l lz2-'l Job Site/Contact Number ZRrZ- 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 A j % b d , b ain a e nz , d he work and n a a i�ns a 'ndic or installation has commencedprior to the ca e e, a e 0 r it 0 0 0 t to mZt t i st " t s'I Ir be e ed h an a thisjurisdiction. This permit becomes null Pil m r k i s agriod of six(6)months at any time after t 0 1 t I io s r i Y md hat al rk f pp c e st 0 .an e o ape an f r t r ix ), t , or, c rc r 0 6 n n n 11 Pools, Fienaces, Boilers, Heaters, 0 st I iss m wo w p 0 it f t e s and id f work is not commenced'thin s work is c"",ced. I understand that separate per s" t be secured 0,E ec ric Tanks andAir 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 FINANCING9 CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. lhere certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this 71work 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 otherfederal,state, or local law regulating construction or the pe�fbrmance of construction. Signature of Owner Signature of Contractor Print Name Print Name ......... .... ................................................... ...................................................................................................................................... Sworn tp and subs lbed before me Sworn tQ and subsrkribed before me tl.,,� &4h Day of this 20 is 0 _(ILfDay of �,br V)-e� A 4 JOYCE M.nFREEMAN Q�" qrdk,2,- oi 14 V Koky- Publit Nwry plumb tat#of F"W" jbVyVo 44 tty P I I c JOYCE M.FREEMAN My Comm.Expires Jun 10.2017 NoUry Public-Side of FWWS 0 Commission#Ef 876497 0).2017 Commission#EE 876497 DO NOT WRITE BELOW- OFFICE USE ONLY Applicable Codes: 2010 FLORIDA BUILDING CODE- Review Result (circle one): CAppro've' Disapproved Approved w/ Conditions Review Initials/Date: /-2 t- 1,V Development Size Habitable Space o 5o s. s!:: Non-Habitable 7z- s, r- Impervious area Miscellaneous Information Occupancy Group 3 Type of Construction '-T 43 Number of Stories 2- Zoning District 9 6- Max. Occupancy Load Fire Sprinklers Required Flood Zone Al 1-� Conditions/Comments: NOTICL.-OF-GOA4 ENT Permit No. Tax Folio No. State of Florida, County of Duval �[FILE COPY THE UNDERSIGNED hereby give notice that t'hdW0MVftNn-rk�7MbV1HTffe'to certain real property in accordanct Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement. 1. Descri tion property (legal descrip ion of property and address if available): 2. General cscription of improvements: AI u;LO—. A Hew NARIew am,r n7 raxr*,� )-A Roe-"-'s 3. Owner Information: a)Name and Address: -BLollc4e _< Y 7?7 1 Lvg r R.D b) Interest in property: 0 c) Name and address of simple titleholder(if other than owner): 4. Contractor Information: a) Name and Address: 3jc/9d.,3 /�,9601',qT ',a, b) Phone Number: U2 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: (- j iAl t-i-e b) Phone Numbers of Designated Person: 8. In addition to himself/herself, Owner designates of to reci 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 I NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PA 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. The.yfore oing instrument was acknowledged before me this �* day of 4!5 vs r 20 IJ 4RHO16 6-��/ r NOTARY PUBLIC, STA-M—OF FLORIDA Doc#2013216139,OR SK 16499 Print Narne: (k Number Pages- i Recorded page 852, Ronnie Fussett CLERK CI '36 PM [�?�ersonally Zn -n 08/26/2013 It 01- I COUNTY RCUIT F1 Identification/Tvne- RECORDING$10,00 COURT DUVAL KYU MURRAY MY COMMIMON#EE185723 EXPIRES AprN 02,2016 3 Fim'Mhofmm VG&vice com__ EFi I FILE COPY January I 01h 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 1 oth 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, (ZolidGustafson Construction Director 904-238-5171 attachments -FILE COPY January 10, 2014 Ms Donna Kalumiak 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, L:�W Arnold Gustafson Construction Director 904-238-5171 10,006FILE COPY ' . =Turner MAIN OFF,=480 EmEwoor)AvENUE,SO -,R, 0 higmr 904-355-b3 0*fAx 904-3P-14 IMPest www.f�Itwi COM ST.MARYS,GA.-912-576-1300 OCALA,FLA.-352-351-4386 ExControl DAYTONA BEACH,FLA.-386-788-8303 PORT ST.LuclE,FLA.-772-602-0078 What's Bugging You? Mmouw,FLA.-321-951-3325 TAwA,FLA.-$13-581-6381 NOTICE OF INTENT FOR PREVENTATIVE TREATMENTS AGAINST TERMITES (as required by Florida Building Code,FBC 104.2.6� h Address. 5-r /9L't J-19 Y�C Lot.. Block. 1�4 Date. 0-04,.;14- 1613 I IIORA-(=�j ALL STRUCTURAL CHANGES kJKE:Vetu_6ticiJc(Wood Trcatmy t) ARE TO BE REPORTED Product Used FOR RETREATMENT ()&ium Octaboratc Tctrah),1I rare 23%Active Ingredien Chemical used(active ingredient) Percent Concentration Application will b1;4),g&rmcd 011CO WILICTural woo g drivd-in stagc ofconstry tion Stage oftreatment(tiorizontal,Vertical,Adjoining Slab,retreat ofdistttrbed area) A_QRA-t.ARLJ�rmiticide application llw_h��&A rcgistraryd 1ab;z1__dirpj;,tiQjji -lorida BuiLd:Ln 'ode LtsLstgjrgd in the F Section 18 .1�8 (INFORMATION TO BE PROVIDED TO LOCAL BUILDING CODE J6_ OFFICES PRIOR TO CONCRETE FOUNDATION INSTALLATION) FORM 40.5-lo FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name� 2 Story 3 Or Attached S.Ingle- BuilderName� HabttatForHo nitV E 'Steel: 70 i--thSr7. (AleeT' Permit Office: Duval City,State,Zip: Attaintic Beach,FL 32233- Permit Number: Owner: Jurisdiction: 261100 PY Design Location: FL,Jacksonville FILE U0 I' New construction of existing New(From Plans) 9. WaRTypes(1408.0 scrft.) n 2 Single family or muthple farMy multi-faawy a.Frame-Wood,Exterior R�13.0 1184.00 ft' 3. Number of units,if nmVe farrWy b.Frame-Wood,Common R-1 1�0 224.00 ft' c.WA R- ft2 4. Number of Bedroom 3 d.N/A R- ft2 5. Is 096 a worst case? NO 10.Ceiling TYP- (640-0 sqft-) Insulation Area a.Under Attic(Vented) R-30.0 640.00 ft, 6, Gondliboned Soot area above grade(M 1250 b.NIA R= re Conditioned floor area-below grade(W) 0 c. NIA R- ft2 7 VMndows(133.6 sqft.) Description Area 11.Ducts R le a. U-Factor: Dbl,U-0,34 133.56 W a-Sup:Attic,Ret:Main,AH.-Main 6 250 SHGC: SHGC=0.30 1). U-Factov N/A ft, 12.Cooling systems k8tu/hr Efficiency SHGC: a.Central Unit 23.5 SEERA4.D0 c. U-Factor: N/A fe SHGC: d. U-Factor: N/A ft2 13 Heating systems katuft Efficiency SHGC: a.Electric Heat Pump 23.5 HSPF:8.DO Area WeoVed Avefage Overhang Depth: 1.000 ft. Area Weighted Average SHGC� 0-300 14.Hot waler systems 8. Floor Types (640.0 sqft.) Insulation Area a.Electiric Cap:40 ga4lons a.Sab-On-Grade Edge InsWation R=0.0 640.00 IF b Conservation features EF:0.920 b-WA R= ft, c.N/A R- fe None 1 15.Cridits Pstat Glass/Floor Area 0.107 Total Proposed Modified Loads: 26-28 Total Standard Reference Loads. 34.13 PASS I hereby certify that the plans and specifications covered by Review of the plans and T -THE S r4)�i t this calculation are in compliance with the Florida Energy specifications covered by this 0 t Code. 3 calculation indicates compliance J- e D Nt 1 0 PREPAREDBY: vAth the Florida Energy Code. "ti, Before construction is completed DATE: this building Wn be inspected for compliance vAth Section 553 908 I hereby cerlify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Cod WE OWNER/AGENT:.---��I_ BUILDING OFFICIAL: DATE: DATE., - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 9112/2013 5:D6 PM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compfiant Softwafe 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: Worst Case: No PlatBook: 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 New/Existing: New(From Plans) FL, 32233- Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily jTemp 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 Blockl 1250 10000 SPACES Number Name Area Volume Kitchen Occupants - Bedrooms Infil ID 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 # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) h g) 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 Full attic Vented 300 640 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(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 Oral To Wall Type Space P-Vahle Ft I A--- -"-Iue Frartinn Ah-,nr o NE Exterior Frame-Wood Main 13 20 0 8 0 160.0 ft2 0 0.8 0 2 NW Exterior Frame-Wood Main 13 20.5 0 8 0 164.0 W 0 0.8 0 0� 0 0 3 SW Exterior Frame-Wood Main 13 14 0 8 0 112.0 ft, 0.8 0 4 SE Exterior Frame-Wood Main 13 11 0 8 0 88.0 ft2 0 0.8 0 5 SW Exterior Frame-Wood Main 13 6 0 8 0 48.0 ft2 0 0.8 0 6 NW Exterior Frame-Wood Main 13 11 0 8 0 88.0 ft2 0 0.8 01 7 NE Exterior Frame-Wood Main 13 13.5 0 8 0 108.0 ft2 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 ft2 0 0.8 0 11 SW Exterior Frame-Wood Main 13 11 0 8 0 88.0 1`112 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 E Neighbor Frame-Wood Main 11 28 0 8 0 224.0 ft2 0 0.23 0.8 0 DOORS V Ornt Door Type Space Storms U-Value Width Height Area r Ft In Ft In U-Value Width Height Area St.; Ft In Ft In f) 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 I NE 1 Vinyl Low-E Double Yes 0.34 0.3 28.1 ft2 1 ff 0 in 10 It 0 in None None 2 NW 2 Vinyl Low-E Double Yes 0.34 0.3 17.1 ft' I ft 0 in 10 It 0 in None None 3 SW 3 Vinyl Low-E Double Yes 0.34 0.3 20.1 ft2 I ft 0 in 10 It 0 in None None 4 SW 3 Vinyl Low-E Double Yes 0.34 0.3 9.0 It' 1 It 0 in 10 ft 0 in None None 5 NE 7 Vinyl Low-E Double Yes 0.34 0-3 28.1 I'll I 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 fl 0 in I It 0 in None None 7 SW 11 Vinyl Low-E Double Yes 0.34 0.3 15.6 11' 1 It 0 in 1 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EqLA 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 EnergyGauge@ USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts I Electric Heat Pump None HSPF:8 23.5 kBtu/hr I sys#1 Block Ducts sys#, COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts Central Unit None SEER: 14 23.5 kBtu/hr 7015 cfrn 0.75 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 H 7AC# # Location R-Value Area Location Area Leakage Type Handler Cff'10125 OUT QN RLF Heat Cool Attic 6 250 ft2 Main 62.5 ft2 Default Leakage Main cfm (Default) 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: Cooling Jan Feb Apr Jun Jul Au Se Oct No,, D:.r ng Jan P, May 9 p I Heati Feb Mm:rr A May Jun Jul Aug Sep Oct No, D Venting Jan Feb Mar H H Apr May ri Jun ri Jul rlAug PSep Ij Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours 2 Schedule Type 1 2 3 4 5 6 7 8 9 10 11 I'l 0 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 9/12/2013 5:06 PM EnergyGauge@ USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: W7,9 /-PtA C-T,- i-v�e�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 equipment Tables 503.2.3. Equipment efficiency verification required. Special 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. 9/12/2013 5:06 PM EnergyGauge®R USA-FlaRes2010 section 405.4 1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 77 The lower the EnergyPerformance Index, the more efficient the home. /",�k ST Ave5r 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 ft2 3. Number of units,if multiple family 1 b. Frame-Wood,Common R=11.0 224.00 W c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area 6. Conditioned floor area(ft2) a. Under Attic(Vented) R=30.0 640.00 1112 1250 b. N/A R= ft2 7. Windows— Description Area c. N/A R= ft2 a. U-Factor: Dbl,U=O�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 ft2 a Central Unit 23.5 SEER:14.00 SHGC: d. U-Factor: N/A ft 2 SHGC: 13. Heating systems kBtu/hr Efficiency Area Weighted Average Overhang Depth: 1.000 I'L 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= ft2 EF:0.92 c.N/A R= b. Conservation features None 15 Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building 01,10E S74)� Construction through the above energy saving features which will be installed (or exceeded) 4V in this home before final inspection. Otherwise, a new EPL Display Card will be completed 9 based on installed Code compliant featu es. Builder Signature: Date. -�57_e 12 7)12/v e4,ii City/FL Address of New Home: /ir tlo.0 7 Zip: 32 *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 1 Oth St Builder Name: Habitat For Humanity Beaches Street: e -�" iol-h 5- T- Permit Office: Duval COY,State,Zip: Atlantic Beach,FL ,32233- Permit Number: Ownev GeAcAe-c Hmsimr Jurisdiction: 261100 Design Location: FL,Jacksonville I -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/affic Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Attic access (except unvented affic), knee wall door, or drop down stair is sealed. Walls Comers 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 wi�h 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. Expose 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 wirina. Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier se arating th �m 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 d all. Fireplace Fireplace walls i nclude 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 mAyPopr f?--,40 Atlantic Beffch, FL 32233 ite two re RHVAC RESIDENTIAL AND LIGHT COMMERCIAL 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, �ersion 2, and ACCA Manual D. F rPjivaac-—Re"s[deni I Idiaii,111,111; I Agli I I�(,'O�MnmerciW INVAC:Loa" ILI AC vic s L'Se H� 7 'r e E Home Energy Services U J8, n 2 Story 3 Bf Atpdied Si. le -a-cUoQville,FL 32218 Project Report 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, Fl. 32218 Company Phone: 904 757-3569 Company Fax: 904 757-7104 Company E-Mail Address: jimvAlliams@homebuiIdingstore.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.Hurn 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 W) of Cond. Space: 10,000 Buildina Loa s 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 -1.8-0 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 PIVI PlIthvac-Residential&Light Commercial HVAC Loads Home Energy Services 2 Story 3 Sr Attached Single- 18 Villo.FL, 34 Wl:�:s:cella�neou�sRe�port _7?56td6& 'Outdoor 'In-dibicir"' Dry Bulb Wet Bulb RpI.Ht M q _13 p.L HqLri Dugy!P,:_� Winter.- 32 29 92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 48.06 DU_Cf SiZingthputs; 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. I Obtsi'&�!r Data 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 F ctor Scenarios for�y _rn I ste Attic Duct Duct Surface Frorn,� Description Wcation Cqiling Leakage Insulation ALq;l MPD 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 rk6iic_-Resklii� � 1 111 f J: 9 3 11''11 !r1;11;1i I 1,111ii1illOC'Loads Elite Softwg�e Dev-elownent.Inc- [JacHome Energy Services 'He.Fl, 2 11-�Y 3 Sr Attached Single- -ksqmo Load Preview Net Rec ft 2 Sen Lat Net Sen Sys Sys Sys Duct Scope Ton Ton /Ton Area Gain Gain Gain Loss Htg CIg Act Size Building 1.80 2.06 606 1250 18,511 3,108 21,619 .133 CFMI CFM1 CFM 16 326 842 842 System 1 1.80 2.06 608 1,250 18,511 3,108 21,619 16,133 326 J,:�6�4_ 842 18 Duct Latent 749 749 Zone 1 1,250 18,511 2,359 20,870 16,133 326 L�642 842 18 1-Great Room 340 5,942 1,172 7,114 5,931 120 270 3-6 2-1,0 Ic he n Ef 154 4,369 430 4,799 3,510 71 199 24 3-Bath 1 44 198 55 253 747 15 9 1-4 4-Utility 30 0 0 0 0 0 0 0_0 5-Stair 42 0 0 0 0 0 0 04 6-Master Bedroom 154 3,320 225 3,545 1,934 39 151 2-5 8 TM WIC 30 269 55 324 373 12 1-4 8-Stair Upstairs 96 225 0 225 160 3 10 1-4 9-Laundry 27 64 0 64 45 1 3 1-4 10-Bedroom 2 130 1,661 124 1,785 1,145 23 76 1_5 11-Bedroom 3 143 2,006 211 2,217 1,676 34 91 1-6 12-Bath 2 60 456 87 543 612 12 21 1-4 Thursday, September 12,2013,4:28 PM F*Wac--Reside i!i Ili.0 111i'['11:1911t 11111111 1111 ds Elite go-ftware DevekiihefiClk I Home Energy Simms 2.Stnry 3 Sr AtfacMd Single-i [Duct Size-Preview Room or MFI Wi rn nT M..,arnuml Rogh.1 De ignj SID Duc Dctj Htg Ig Act. Duct Duct Name s., ti ocity Factorl L11 osst;Ve:10CIty Lengt�j lowl FCk Flow Size System I Supply Runouts Zone 1 1-Great Room 450 750 0 01 459 120 270 34 2-Kitchen 450 750 0 0.1 506.1 71 199 2--6 t 3-Bah 1 450 750 0 0.1 103.4 15 9 1-4 4-Utihty 450 750 0 0.1 0 0 0 0-0 5-Stair 450 750 0 0.1 0 01 1 0 0-0 6-Master Bedroom 450 750 0 0.1 553,9 39 tj( 151 2--5 7-M VVIC 450 750 0 0.1 140.2 8 it 12 1-4 8-Stair Upstairs 450 750 0 01 117.5 3 10 1-4 9-Laundry 450 750 0 01 33.3 1 3 1-4 1 G-Bedroom 2 450 750 0 0.1 554.2 23� 7q" 76 1-5 1 1-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 1-4 Other Ducts in System I Supply Main Trunk 550 600 0 01 476.6 326 842 18 Summary 326 84-72 System 1 FHe:ating Flow: 326 10 I : Cooling Flow Thursday, September 12,2013, 4:28 PM r. hva*c, _R' idontiil&LiiRCc�tnqieroLatWACL6ads Elfli Softvi** Ze liome Energy Services 2 Story 3 Sr Attached Singw.; $ sonv; [to_t:a_1B_u_i1:ding Summary Loads JQ& 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, e=0.05 on surface 2, any frame, u-value 0.34, SHGC 0.3 1OD-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, e=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 Wa 11-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-1 1 insulation in 2 x 4 stud 88 324 0 240 240 cavity, no board insulation, siding finish, wood studs 1613-30: 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 Sublotals 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 I-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(ft3)of Cond. Space: 10,000 I Puffdin� 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 Aiv 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 [Wac--Residential&ti6hf 0imfimirchil 14VAC Lbadji E1fteSofhvareDev6 Home Energy Services 2 StoN 3 Br AttacfW Single- E�h jackwnville.FL [B�uildin�gPi6 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% Building Glass 16% —Ductwork 25% Gain 21,619 Btuh Door 1% People 10% Equipment 20% Thursday, September 12,2013, 4:28 PM RhvaC-ROSWOMWI&Light Commercial HVAC Loads Elite Software D4 Home Energy Services 2 StODF 3 Br Attached Sing Jack-Ogy- Wo System I Room Load Summary Room Area Sens Htg Duct Duct Sens Lat Cig SF CFM Size Vel Btuh Btuh CFM F Q.,.N@Me gtqh -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 14 103 198 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 14 140 269 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 14 238 456 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 [Cooling��ysteqj SummaD�__ _7 Laten Total Tor is :.-Ptub Btuh B14 Net Required: 1.80 86%/ 14% 18,511 3,108 21,619 Actual: 1.97 75%/25% 17,700 5,900 23,600 I 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 FILE COPY] 40. t-4-4 E. 72 .2 ILO wo 10. ob cn co ci 0 CA 00 0 cn o �Cll C', m 't -1�� = ;.. r. 6 C) 0 0 Cd 0 W Cd t,,o o C -E C13 cz k) 5 cll to " r- " —C,3 45 "0 2 E 0 Cj 0 nz; rA rf) IT tr) \�c r- 00 0 C). 0 �1"4r '*6 �Tm In 0.4 cc C) C) u > en m ow u 0-0 COO 'A En cd co 0 con u " 0 E to to = r. cd r. 0 a) v 0 m = z CA CA 04 = 4 a) Ln It lu > 0 cz to tt., -- wo *4 C"D C's W 7a M 0 ;TA "C$ 0 0 0 lE 0 0 C, V) 0 cn r- o o Ln V) u CA r-- 00 CN M kr) r-_ 00 0-1 C4 cn 7:1 un -0 cn r. 0 '.4 0 En cn C4 cz 0 cl 0 COD 0 cl �: , o 0 0 cr m o o It C13 u u u en rA co� 0 C) 0 C) 1 > 0 0-4 o 40, 42 0 0 E 7:3 0 C> U cd en Cd 0 Cd cl 0 —Cz 0 M Cd uo > 0 CD tD r. a) 12j, I= > 0 0 tt a) tZ 0 —C,3 Cd > 0 cl) o o rA 0 "0 0 -0 C,3 cd 0 M cd cn M rA 0 N > *r� 0 0 0 r. 0 40. CIS Z o t; E Cq o 0 4) -0 t�.- M > C) cd tt rl -0 cts t < 0 0 = 0 0 en M cl u p " 0 (4�4 cz to 0 0 cz C> 0 cd > 0 0 9b . r. M 0 cn E u 0 U 0 = cn 0 C40 0 m Q 0 0 0 64 '13 Q 1=. 0. .0 E cl 0 cz cn 0 EFILLE COPY f, - _ :1 JULIUS LE 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 1 Oth 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 Drawings Show Speci I Loading Conditions): Design Cocle: FBC2010/TP12007 Design Program: MiTek 20 2P ul Wind Code: ASCE 7-10 Wind Speed: 130 mph Floor Load: 55.0 psf .1� - E u Roof Load: 32.0 psf F This package includes 25 individual, dated Truss Design Drawings and 0 Additiona rawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index shee conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. This document processed per section 16G1 5-23.003 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 r lace the previous drawings. - __ __ ____rep_ No. Seal# Truss Name Date No. Seal# TrussName Date 4 N 1 CJ01 . 10/26/01318 17421904 T07 1=6/0 liO. U� 6 2 17421888 CJ02 10/26/01319 17421905 T08 i OL6/0 1,3 3 17421889 CJ03 10/26/01320 17421906 T09 i 01�k f3. 4 17421890 EJ01 10/26/013 21 17421907 T10 W ........................................ 1 ................. 5 17421891 F02 17421908 Tll i /01V 6 17421892 F03 .17421909 T12 1 2Q/Q I j, C), LU rL 17421893 F04 .17421910 T13 1 26/01�j.2� . ......... 8 17421894 F05 T14 1 /Q-V, CW 9 17421895 F06 I r 10/26/013 Z 0. 17421896 FGE01 10/26/013 17421897 HJ01 10/26/013 w UJ 0 2 .12 17421898 �T01G 10/26/013 Z 0 .13 17421899 T02 10/26/013 17421900 T03G CL :15 17421901 T04 E _J .16 17421902 T05G 17421903 T06 .10/26/013 The truss drawing(s)referenced above have been prepared by MiTek Industries, Inc.under my direct supervision based on the parameters provided by Builders FirstSource(Jax). Truss Design Engineer's Name: Julius Lee 3 869 -0 My license renewal date for the state of Florida is February 28,2015. - )0 NOTE:The seal on these drawings indicate acceptance of STI AT=OF professional engineering responsibility solely for the truss components shown. The suitability and use of this component "t-0.RID for any particular building is the responsibility of the building ////0NA)i designer, per ANSI/TPI-1 Chapter 2. I01111lix ober 26,2013 1 of I Julius Lee Job Truss Truss Type 17421888 528250 CJ02 Jack-Open Truss 4 7 �Ply �J.1.Reference(optional) Builders FirstSou=. Jacksonville,F1 32244 7.350 a Sep 27 2012 MiTek Industries,Inc.Fri Oct 25 10:08:37 2013 Page 1 ID:bW-D42aFSHCdYXPihlONv4ywpOk-M1 QhBuAOMWCOsr-S_KqJOzBzvtPiGV2GDfZUVtvyPvGI 1:4-0 3-N 3 4 FT 2 T1 in 31 LOADING(psi) SPACING 2-M CS1 DEFIL in (ioc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 016 Vert(LL) -0.00 2-4 �999 240 MT20 244/190 TCDL 7 0 Lumber Increase 1.25 BC 007 Vert(TL) -0.01 2-4 �999 180 BCLL 0 0 Rep Stress Ina YES WB 000 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2010rrPI2007 (Matrix) Weight:11 lb FT=20% LUMBER BRACING TOPCHORD 2x4 SIP No.2 TOPCHORD Structural wood sheathing directly applied or 3-0-0 oc,purlins. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 1 D-0-0 oc briacing. FTe :;ds tha=ers and required cross bracing be installed �i ri na-mm 'on. has du n',lrs�er in th Stabilizer Installation ouide. REACTIONS (lb/size) 3=43/Mechanical,2=161/0-3-8 (min.0-1-8),4=14/Mechanical Max Hom 2=82(LC 8) Max Uplift3=-54(LC 12),2=-164(LC 8) Maix Gray 3=53(LC 2),2=1 94(LC 2),4=42(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES (7-9) CENS,, 1)Wind ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf,,BCDL=3.Opsf;h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forms&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 34869 "C EN, 2)This truss has been designed fora 10.0 psf bottom chord live load nonwricurrentwith any other live loads. 348 3)*This truss has been designed for a live load ol'20.0psfon the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the : & bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 54 b uplift at joint 3 and 164 lb uplift at joint 2. 4)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. T I 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the STATE OF responsibility of the building designer per ANSI TPI I as referenced by the building code, Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 8 / 9)Truss Design Engineer Julius Lee,PE:Florida P.E.License No.34869 Address.1109 Coastal Bay Blvd.Boynton Beach,FL 33435 //////ONA\- LOAD CASE(S)Standard October 26,2013 WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED A11TEK REFEPENCE PAGE AM�7473 BEFORE USE. Design valid far use only with Mliek connectors.This design is based cinly upon parameters shown,and is far an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is far lateral support of individual web members only.Additional temporary brocing to insure stability dunng construction is the responsibility of the Julius Lee PE. en,clor.Additional permanent bracing of the overall structuni,is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication.quality control,storage,delivery,erection and brocing.consult ANSI/TP11 Quality Cifteric.DSB-89 and III Building Component Boynton Beach,FL 33435 Safelyinformation available from Truss Plate lmtitute,583 D'Onofrio Drive.Madison,W1 53719 Job Truss Truss Typ Qty Ply 17421890 528250 EJ01 Jack-Partial Truss 22 1 �Job ReferencelLo=.u.nitis,in Builders FirslSource, Jacksonville,Fl 322" 7.350 a Sep 27 20 2 c.Fri Oct 25 10:08:38 2013 Page 1 ID:bW-D42aFSHCdYXPihl ONv4ywpOk-qEz3PEAe7pKtUmOAuXqdVPW_mo?iEvmuDD3PLyPVG-4 5_10_12 ,to 5-10-12 141 3 F_2 2 .4 4 LOADING(psf) SPACING 2-M CS1 DEFIL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.54 Vert(LL) -0.06 2-4 �999 240 MT20 2441190 TCDL 70 Lumber Increase 1.25 BC 0.31 Vert(TL) -0.11 2-4 >621 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a rits BCDL 50 Code FBC2010/TPI2D07 (Matrix) Weight:20 lb FT=20% LUMBER BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 5-10-12 oc purlins. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or I G-G-0 m bracing. [MiTel recominn a that Stabilizers and required cross bracing be installed d rir,.,r..erZd an in accordance with Stabilizer Installation ouide. REACTIONS (lb/size) 3=116/Mechaniml,2=230/0-3-8(min.G-1-8),4=2811vlechanical Max Harz 2=1 33(LC 8) Max Uplift 3=-1 34(LC 12).2=-1 96(LC 8) Max Grav 3=143(LC 2),2=275(LC 2),4=85(LC 3) FORCES (lb)-Max.Comp.fMax.Ten.-All forces 250(lb)or less except when shown. NOTES (7-9) CENS,, 1)Wind:ASCE 7-10�Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.11;Exp C;End.,GCpi=0.18;MWFRS (envelope)gable end zone and C-C Extenor(2)zone;C-C for members and forces&MWFRS far reactions shown;Lumber DOL=1.60 plate grip DOL=i.60 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 34869 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 bottom chord and any other members _0 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 lb uplift at joint 3 and 196 lb uplift at joint 2. 6)"Semi-ngid pitchbrealks including heels"Member end fixity model was used in the analysis and design of this truss. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the STATE OF responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 40RID 9)Truss Design Engineer.Julius Lee,PE Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard Ali- October 26,2013 WARNING Verify design pami,neters and READ NOTES ON THrS AND INCLUDED MITEK REFF-RENCE PAGE 1191-7473 BEFORE USE. Design valid far use only with Mifek connectors.This design is based only upon parameters shown,and is far an individual building component. Applicability of design poramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is far aterol support of individual web members only.Additional temporary bracing to insve stability during corst�tion is the responsibillity,of the Julius Lee PE. erector.Additional permanent bracing of the overall stwct�is the responsibility of the building designer.Far general guidance regarding 1109 Coastal Bay fabrication.quality control,storage,delivery,erection and bracing.consult ANSIITMI Quallilly Criteria.DSB-89 and SCS11 Building Component Boynton Beach,FL 33435 Safety Inforrination available from Truss Plate Institute,583 D'Onotrio Drive,Madison,Wl 53719. Job Truss Type 17421892 528250 Floor Truss 10 1 �Job Reference(optional) T1.1" jQty 1ply Builders FirstSource, Jacksonville,FI 322" 7.350 s Sep 27 2012 MiTek Industries,Inc. Fri Oct 25 10:08:40 2013 Page 1 ID:bW—D42aFSHCdYXPihl ONv4ywpOk-nc5pqwCvfRaaj3AZOys5aqbiec)(TiGcfLXiAUEyPvG! 0-1-8 H 1-5-0 -VI 3 1- .4 11 1 4" 2 3 4 7 E I 15 11 1� 12� 11 '0 1.3 16-2-0 16-2-0 Plate Oftets(X,Y): [1:Edge,0-1-8l,r8:0-1-8,Edqel,[12:0-1-8.Edoe1 LOADING(psf) SPACING 2-0-0 CS1 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 Ina YES WB 0.54 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code FBC2010,TP12007 (Matrix) Weight:84 lb FT=11%F,11%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOPCHORD Structural�voocl sheathing directly applied or 6-0-0 oc;purlins, except end verticals. BOT CHORD 2x4 SP No.I(flat) BOTCHORD Rigid ceiling directly applied or 1 D-D-0 cc bracing. WEBS 2x4 SP No.3(flat) REACTIONS (lb/size) 17=869/0-3-0(min.0-1-8),9=86910-3-0(min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(11c)or less except when shown. TOPCHORD 17-18=-865/0,1-1 8=-863/0,9-1 9=-866/0,B-1 9=-865/0,1-2=-86910,2-3=-210510,3-4=-2732/0, BOTCHORD 15-16--0/1632,14-15=0/2557,13-14=012843,12-13=012843,11-12=0/2537,10-11=011637 S 4-5=-2843/0,5-6=-2843tO,6-7=-2089/0,7-8=-875/0 -16=0/1121.2-16=-1061/0,2-15=0/658,3-15=-629/0,3-14=0/350,4-14=-392/104,8-10=0/1 128, WEBS 1 cENss7 7-10�106010,7-1 1=01628,6-11=-624/0,6-12=0/618,5-12=-254/0 NOTES (6-8) 1)Unbalanced floor live loads have been considered for this design. 34869 2)All bearings are assumed to be SYP No.2 aushing capacity of 565 psi� : CC 3)Provide mechank;al connection(by others)of truss to bearing plate at joint(s)9. 4)*Semi-ngid pitchbreaks including heals"Member end fixity model was used in the analysis and design of this truss. ..... 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 cc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 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. 0 R 11) 7)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 8)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869 Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 //////ONAI- LOAD CASE(S)Standard October 26,2013 WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIT 7473 BEFORE USE, Design valid far use only with MiTel,connecton.This design is based only upon parameters shown.and is tor 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 clLming corsftuctior�is the responsibillity,of the Julius Lee PE. er ctor.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 BCS11 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onoftio Drive,Madison.Wl 53719. 17421894 Floor Truss 2 �J.b lleferen�(optionao Job Truss Truss Type _1O'y P'y 528250 F05 I am FirstSource, Jacksonville,F1 32244 7.350s Sep 27 2012 MiTek Industries,Inc.Fri Oct 25 10:08:42 2013 Page I ID:bW—D42aFSHCdYXPihl ONv4ywpOk-j?DaEr-D982qlzNKy7NuZgFge3QEPA7JyprBGY6yF>vG: 0-1- H 1-6-12 01�1.4 1.3 1 4 7 12 IL ;N 17 11 14 4.4 —= 9_84 16-0-12 2- 198-8 0 o84 6-4-8 2-1W12 i - d Plate Offsets(X,Y): f1:Edqe,0-1 [6:0-1-8,Edgel,[1 O:D-3-O.Edge],[11:0.3-0,Edge],[1 2:0-1-8,Edgel,[1 2:Owl w8,0-0-8],[13:Edge,0-1-8],[14:0-1-8.Edgel,If 5:0W 1-8,Edge],[24:Edge,0-1-81 LOADING(psf) SPACING 2-0-0 CS1 DEFL in (loc) Well L/d 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(TQ -0�50 18-19 >462 240 BCLL 0.0 Rep Stress Ina NO WB 0.72 Horz(TL) 0.09 13 n1a n1a BCDL 5.0 Code FBC20101TPI2007 (Matrix) Weight:125 Ito FT=11%F,11%E LUMBER BRACING TOP CHORD 2x4 SP M 31(flat) TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verfirals. BOT CHORD 2x4 SP M 31(flat) BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS (IbIsize) 24=1120/0-3-8 (min.D-1-8).13=1330/D-3w8 (min.0-1-8) Max Gray 24=1 130(LC 3).13=1 330(LC 1) FORCES (lb)w Max.Comp./Max.Ten.-All forces 250(11b)or less except when showri. TOPCHORD 24-25=-112410,1-25=wll23/0,12-13=-1372/0,1-2=-1166/0,2-3=-2937/0,3-4=4136/0, 4-5=-413610,5-6=4696/0,6-7=-4707/0.7-8---4922/0,8-9=4205/0,9-10=-190510, 1 -11=-1905/0,11-12=1903/0 ENS,�- 0 BOTCHORD 22-23=0/2203,2lw22=0/3636,20-21=0/4696,19-20=0/4696,18-19=0/5077,17-18=0/4701, 16-17=013648,15-16=0/3644,14-15=0/1905 WEBS 1-23--011506,2-23=-1443/0,2-22=0/1021,3-22�972/0,3-21=01679,5-21=-1004/0,9-17=Of733, B-17=-687/0,8-18=0/314,7-19=-768/0,6-19=Or362,9-15=-2256/0,1D-15=011129,12-14=0/2419. 34869 11-14=1177/0 -0 NOTES (8-10) ...... 1)Unbalanced floor live loads have been considered for this design. 2)All bearings am assumed to be SYP No.2 crushing capacity of 565 psi. 4j z� 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 0... �4 walls at their outer ends or restrained by other mans. ."t 0 RVD�-.-'* 5)CAUTION,Do not erect truss barkwards. 6)Hanger(s)or other connection deme(s)shall be provided sufficient to support con�ntrated load(s)396 lb down at 16-0-12 on top chord. The U N AX� 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 bark(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 I as referenced by the building code. 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 10)Truss Design Engineer Julius Lee,PE:Florida P.E.License No.34869 Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard 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 I& WARNING Verify dxg�p.—re,s and READ NOTES ON THIS AND INCLEDED AUTEK REFERENCE PAGE 111117473 BEFORE USE Design valid far use any with Mirel,connectors.This design is based only upon paranneiers 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 far lateral support of individual web members only.Additional temporary bracing toinsure stability during construction is the responsibillity of the Julius Lee PE. erector.Additional pernnonent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coostal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and IICSII Building Component Boynton Beoch,FL 33435 So"Information available from Truss Plate institute,583 D'Onofflo Drive,Madison,VVI 53719. Job T ss Truss Type Ply 17421896 528250 FGE01 GABLE 4 1 �Job Reference(o Builders FirstSource, Jacksonville,F1 32244 7.350 s Sep 27 2012 Mdustries,Inc.Fri Oct 25 1 0:08:43 2013 Page I ID:bW—D42aFSHCdYXPih 1 ONv4ywpOk-BBnySyEnxMy9aXv8h5QoCSDyMpmXuIC51 Vxq4ZyPvG 2 0-48 0-kB —e 1 1 ,.s 2 3 4 5 7 1� 12 13 1. Is 1's T a, s sr sir 2� �7 is 1. 11 .1 W 10-1-12 �W I�N2 8-2-12 9-6-12 11- 1 1T2 1jjj2 15-_012 1W i 1W I 1.12 14-0 1-" JV lt IV D-3-8 LOADING(psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/def! Ud PLATES GRIP TCLL 40.0 plates Increase 1.00 TC 0.10 Vert(LL) n1a n1a 999 MT20 244/190 TCDL 10.0 Lumber increase 1.00 BC 0.01 Vert(TL) n/a n1a 999 BCLL 0.0 R p Stress Ina YES WB 0.04 Hoa(TL) -0.00 18 n/a n/a BCDL 5.0 Me FBC2010ITP12007 (Matrix) Weight:92 lb FT=1 1%F,11%E LUMBER BRACING TOPCHORD 2x4 SP No.2(flat) TOPCHORD Structural wood sheathing directly applied or 1 D-0-0 oc purlins, except end BOTCHORD 2x4 SP No.2(flat) verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 64)-0 oc bracing, Except: OTHERS 2x4 SP No.3(flat) 10-0-0 oc bracing:31-32,17-18. REACTIONS All bearings 19-8-8. (lb)- Max Gray All reactions 250 lb or less at joint(s)32,17,31,18,19,20,21,22,23,24,30,29,28,27,26,25 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES (8-10) 1)All plates am 1.5x3 MT20 unless otherwise indicated. E N 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one few or securely braced against lateml 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 z 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 SP113. STATE OF 10)Truss Design Enginear.Julius Lee,PE:Florida P.E.License No.34869:Address:11D9 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard ///1S1/0NA`Ii- October 26,2013 WARNING VerVy design parameter,s and READ NOTES DIV THIS AND INCLUDEDAHTFK REFERENCE PAGE Affl 7473 BEFORE USE. Design valid far use only with MiTek connectors.This design m 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-hot truss designer.Bracing shown I,far lateral support of individual web members only.Additional temporary bracing to insure stability during constructiortim 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 I 109 Coastal Bay fabrication,quality control,storage.delivery.erection and bracing,consult ANSIITP11 Quality Criteria,DSB-89 and IICSII Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison.WI 53719. Job Truss Truss Type 17421898 528250 T01 G GABLE 1 1 r �Ply Job Reference(optional) Builders FirstSourc 244 7.350 s Sep 27 2012 MiTek Industries,Inc. Fit Oct 25 10:08:45 2013 Page 1 ID:bW-D42aFSHCdYXPihl 0Nv4y-PO1-7avrteG1 TzDtqq3WoVSGHtICGdOmMfkOVpQw9RyPvGC -J 5:21 10-10 2-. 5-2-8 .4 11 7 .4 4 w F1-2 4 3 ST3 2 F-1 F-1 F� 7 Li Li Li Li Li .4 11 14 :0 '3 11 -4 H .4 11 .4 .4 11 10-5-0 10-5-0 Plate Offsets(X,Y): [6:0-3-O.Edgel LOADING(psi) SPACING 2-0-0 CS1 DEFIL in (loc) Udell Ud 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 Inar YES WEI 0.03 Horz(TL) -0.02 10 n/a n1a BCDL 5.0 Code FBC20101TPI2007 (Matrix) Weight:44 lb FT=20% LUMBER BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 5-10-13 oc bracing. OTHERS 2x4 SP No.3 m that Stabilizers and required cross bracing be installed Fdunzk.mone-re,.:sn,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=340/0-3-8(min.0-1-8),10=34010-3-8 (min.0-1-8) Max Horz 2=49(LC 12) Max Uplift2=-391(LC 8),10---391(LC 9) Max Gray 2=406(LC 2),1 0=406(LC 2) S FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(11b)or less except when shown. TOPCHORD 2-3=-56811046,3-4=-547/1034,4-5=551/1059,5-6=-5111990,6-7=-511/991,7-8=-551/1059, CENS,, 8-9=-547/1034,9-10=-56911046 BOTCHORD 2-17�9001503,16-17�900/503,15-16=-900/503,14-15=-9001503,13-14=-900/503, 12-13=-9DO/503,10-12=-900/503 34869 NOTES (11D-12) 1)Unbalanced roof live loads have been considered for this design. T 2)Wind:ASCE 7-10;Vuft=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf,BCDL=3.Dpsf;h=25ft;Cat.11;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 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 ANSlrrPl 1. P F, 4)Gable studs spaced at 1-4-0 oc. WRIV 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the 5)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. ///////0NM, bottom chord and any other members. 7)All bearings am 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 lb uplift at joint 2 and 391 lb 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 parliw1ar 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.Lioenw No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard October 26,2013 WARNING V��,dc.ignp-wrs,and READ NOTES DIV THIS AND INCLUDED MITEKREFERENCE PAGE MTI 7473 BEFORE USE Design vafd far use only with Miffek connectors.This design is based only upon paromete,rs 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 far lateral support of individual web members only.Additional temporary bracing to insure stability during constr�ticn 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 IT 09 Coastal Bay fabrication,quality control,storage,deflvery,erection and bracing.consult ANSI/TPII Quality Criteria,DSB-89 and BCSI1 Building Component Boynton Bec3ch,FL 33435 Safety Informallon available from Trum Plate Institute,583 D'Onotrio Drive,Madison,WI 53719. Truss Truss Type ly 17421900 528250 T03G GABLE 2 1 Job —1 �aty P Job Reference(optional) Builders FirstSource, Jacksonville,F]32244 7.350 a Sep 27 2012 MiTek Industries,Inc.Fri Oct 25 10:08:46 2013 Page I ID:bW—D42aFSHCdYXPihl ONv4ywpOk-bmS54zGgEHLkR_ejMDzVq5rPL1 kf56EXkT9UhtyPvG' 5.2-4 5-2-4 5 4 4.F,_2 c F-1 T, 2 F-1 F1 LJ [_1 .4 11 LOADING(psl) SPACING 2-0-0 CS1 DIEFIL in (loc) I/defl L/d PLATES GRIP TCLL 200 Plates Increase 1.25 TC 0.37 Ved(LL) 0.08 8 �756 240 MT20 244/190 TCDL 70 Lumber Increase 1.25 BC 0.24 Vert(TL) 0.07 8 >870 180 BCLL 00 Rep Stress Incir YES WB 0.02 Horz(TL) -0.00 6 n/a n/a BCDL 5.0 Code FBC2010rrPI2007 (Matrix) Weight:23 lb FT=20% LUMBER BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 5-2-4 oc purlins, except end verlicals. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 -ek Stabilizers and required cross bracing be installed M'T no Zd OTHERS 2x4 SP No.3 dun truss er an'lima'accordance with Stabilizer Installation guide. REACTIONS (lb/size) 6=122/Mechanical,2=21010-3-8 (min.0-1-8) Max Horz 2=11 9(LC 8) Max Uplift6---153(LC 8),2=-247(LC 8) Max Gray 6--144(LC 2),2=252(LC 2) FORCES (lb)-Max�.Comp.lMax.Ten.-All forces 250(11b)or less except when shovirn. ENS,, NOTES (9-11) 1)Wind:ASCE 7-10;Vuh=1 30miph(3-second gust)Vasd=101 mph;TCDL=4.2psf,BCDL=3.Opsf;h=25ft;Cat.11;Exp C;End.,GCpi=C.18;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 34869 "GEN, 348 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),we Standard Industry Gable End Details as a pplicable,or consult qualified building designer as per ANSlrrPl 1. 3)Gable studs spaced at 1-4-0 oc. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will fit between the bottom chord and any other members. T % STATE OF 6)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 153 lb uplift at joint 6 and 247 lb uplift at joint 2. ."WRIOp- 8)"Semi-ngid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ....... 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibi ity 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)Tmss 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 paramere�and READ NOTES ON THIS AND INCLUDED AIITEKREFERENCE PAGE 111117473 RE.F'ORE USE. Design valid far use only with MiTel,connectors.This design is based only upon parameters shown.and is far an individual building component. Applicability of design paramenters arid proper incorporation of component is resporisibility,of building designer-not truss designer.Bracing shown is far lateral support of individual web members only.Additional temporary bracing to in—stability during construction is the responsibillity,of the Julius Lee PE. erector.Additional perrrianent bracing of the overall structure is the responsibility of the building design—For general guidance regarding 1109 Coastal Bay tabrication,quality control.storage,delivery,—tion and brocing,consult ANSI/TP11 Quality Criteria.DSB-89 and BCS11 Building Component Boynton Beach,FL 33435 Safety Information available from Tnuss Plate Imfitute,583 D'Onofrio Drive,Madison.Wl 53719. Job Truss Type City Ply 17421902 528250 Common Truss ]2 TTO's. jo 'a-.- Jacksonville,FI 32244 tZ 2 ndustries,Inc.Fri Oct 25 10:08:48 2013 Page 1 Builders FirstSounce, 7350 s p 21 2.L ID:bW-D42aFSHCdYXPihlONv4ywpOk-Y9arVflwmubShin5Ue?zvwwoZqSeZo9qBnebimyPvF; 1-41 .4 .4 11 lo N4 12 11 4 4 FT 14 is le Li Li .1 U L H R 17 27 .4 19-11-0 19-11-0 Plate Offsets(X.Y): r2:0-3-8.Edqel,[2:D-4-12.Edael,[9:0-2-O.Edael.116:0-4-12.Edge],[16:D-3-8.Edgel,[21:0-3-0,0-3-01 LOADING(psf) SPACING 2-0-0 CS1 DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.13 Vert(LL) 0.00 16 n1r 120 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.08 Vert(TL) 0.00 17 n1r 120 BCLL 0.0 Rep Stress Ina YES VVB 0.05 Horz(TL) O.DO 16 n1a rVa BCDL &0 Code FBC20101TPI2007 (Matrix) Weighl:93 lb FT=20% LUMBER BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 10-0-0 oc,purlins. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directty applied or 6-D-0 oc,bracing. OTHERS 2x4 SP No.3 MTels recorn. s that Stabilizers and required rross bracing be installed rin.'rus. rZd Fd 7u or'.in accordance with Stabilizer Installation Quide. REACTIONS All bearings 19-9-8. (lb)- Max Horz 2=-78(LC 13) Max Uplift All uplift 100 lb or less at joint(s)23,24,25,26,22,21,20,19 except 2=-1 50(LC 8).27=-136(LC 12),18---141(LC 13).16=-157(LC 9) Max Gray All reactions 250 lb or less at joint(s)2,23,24,25,26,27,22,21,20,19,18, S 16 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(11b)or less except when shown. NOTES (11-13) 1)Unbalanced roof live loads have been considered for this design. 34869 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.11;Exp C;End.,GCpi=0.18;MWFRS EN 348 (envelope)gable end zone and C-C Exterior(2)zone;cantilever right exposed;C-C for members and forms&MWFRS for reactions shown;Lumber Z DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),we Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. T I 4)Gable studs spaced at 1-4-0 oc. STATE OF 5)This truss has been designed for a 10.0 psi bottom chord live load nonconrurrent with any other live loads. 6)*This truss hasbeen designed fare live load ol'20.0psfon the bottom chord in all areaswhere a rectangle 3-6-Otall by 2-0-Owidewill fit between the .tORIOP' bottom chord and any other members. /It 7)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. I/ 8)Provide mechanical connection(byothers)oftrussto bearing plate capable of withstanding 100 lb uplift atjoint(s)23,24,25,26,22,21,20,19 except at=lb)2=150,27=136,18--141,16=157. 9)Non Standard bearing condition. Review required. 10)"Serni-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 I 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 MITEK REFERENCE PAGE 10117473 BEFORE USE. D sign valid for use any with Mflrelk 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.Bracng shown is far lateral support of individual web members only.Addit-ol temporary bracing to insune stability during const-tion is the responsibility of the Julius Lee PE. er ctor.Addifional pemnonent 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/TP11 Quality Criteria,DSB-89 and BCSI1 Building Component Boynton Beach,FL 33435 Safety Information available from Twss Plate Institute,583 D'Onotrio Drive,Madison.WI 53719. Ply 174219N 528250 on— r Job _T1-'U1s" —-F_-_S_T 2 in (optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc.Fri Oct 25 10:08:512013 Page I ID:bW—D42aFSHCdYXPihlONv4ywpOk-ykG-7hKo3pzlYmWg9mZgX8Y5U2Jhm9gHtitFL5yPvFv 14-" 19-11-0 :V101 4-6-14 5-4-10 401 r1_2 T1 2 C�_ -12 .Li 11 12 13 7 Li .1 14 11 -4 MT14H -2 5-4-10 9_11-8 14-6-6 19-7-12 W, 5-4-10 4-6-14 4-6-14 5-" Plate Offsets(X.Y): r2:0-3-13.0-2-8],[6:0-3-13.0-2A.[8:0-7-0,0-"I LOADING(psf) SPACING 2-0-0 CS1 DEFL in floc) I/defl Ud PLATES GRIP TCLL 20.0 plates Increase 1.25 TC 099 Verl(LL) -027 8-9 �868 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0,76 Vert(TL) -0,51 8-9 �459 180 MT18H 244/190 BCLL 0.0 Rep Stress Incir NO WB 093 Horz(TL) 0,10 6 n1a n/a BCDL 5.0 Code FBC2O10fTPI20O7 (Matrix) Weight:204 lb FT 20% LUMBER BRACING TOPCHORD 2x4 SP No'2 TOPCHORD Structural wood sheathing directly applied. BOTCHORD 2x6 SP SS BOTCHORD Rigid ceiling directly applied or B-8-9 oc braring. WEBS 2x4 SP No.3 REACTIONS (lb/size) 2=3141/0-3-8 (min.D-2-3),6=391610-3-8 (min 0-2-12) Max Harz 2=58(LC 8) Max Uplift2=-1556(LC 4),6--1618(LC 5) Max Grav2=3728(LC 2),6=4647(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOPCHORD 2-3=-1 0844/4438,3-4=-8242/3123,4-5=-8244/3119,5-6--11723/4149 GENS,, BOTCHORD 2-9=-4200/10238,9-1 0=-4200/10238,10-11=42DO/1 0238,8-11=42DO/1 0238,8-12=-3901111093, 12-13=-3901/11093,7-13=-3901/11093,7-14=-3901/11093,14-15*-3901/lID93,6-15=-3901/11D93 WEBS 4-8=1 850/4902,5-8=-3551/1113,5-7=-57912103,3-8�263611421,3-9=-81011542 34869 EN, 348 NOTES (12-14) 1)2-plytnusstobe connected together with 10d(0.131"xY)nails asfollms: T Top chords connected as follows 2x4-1 row at 0-7-0 oc. ...... Bottom chords connected as follows 2x6-2 rows staggered at 0-6-0 oc. Webs connected as follows 2x4-1 row at 0-9-0 oc. T I 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. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-secand gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18,MWFRS (envelope);cantileverright exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)All plates am MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psi 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 crushing capacity of 565 psi. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ot--Ilb)2=1 556,6=161& 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 devim(s)shall be provided sufficient to support concentrated load(s)1612 lb down and 937 lb up at 5-11-8,895 lb down and 323 lb up at 7-11-8,904 lb down and 328 lb up at 9-11-8,906 It,down and 299 lb up at 11-11-8,906 lb down and 290 lb up at 13-11-8,and 9D6 lb down and 287 lb up at 15-11-8,and 906 lb down and 287 lb up at 17-11-8 on bottom chord. The design/selection of such connection devioe(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 SPIB. 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 I Continued on page 2 October 26,2013 WARNING Verify design parametem and READ NOTES ON THIS AND INCLUDED AfITFK REFERENCE PAGE M11 7473 BEFORE USE, Design valid far use only with MiTek connectors.This design is based only upon parameters shown,and is far an individual building component. Applicability of design paromenters and proper incorporation of component is respomibility 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 respomilbillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding I I D9 Coastal Bay fabrication,quairly control.storage.delivery,erection and bracing,consult ANSI/TMI Quality Criteria,DSB-89 and BCS11 Building Component Boynton Beach,FL 33435 So"Informallon a,ailablelmml��Plol,l�litule,583D'Crtri.Die.lAadis,n,W1.119, ,.b Truss Type 17421905 528250 08 Half Hip Truss 2 7rus r �Ply R.ference'L.=..sn.S Inc,Fri Oct 25 10:08:52 2013 Page I -— Builders FirstSource, Jacksonville,FI 32244 7.350s Sep 27 20, ID:bV%LD42aFSHCdYXPihl ONv4ywpOk-QwqMLI LQqi5tgv5�U4v4M5L2SjuVdIQ6PcouXyPvF 5-11:12 _'0 21V 2]lil 10_1 lag 9 4-8-�o 5- 2 V5 4 W F1 2— 3 1� 1� 4 1� J4 `4 T� 11 13 lo 5-1 10-7-1 15-1-10 1�8-2 2�2-11 Z 1112 4-8-5 49_g 44:5 Plate Offsets(X.Y): [2:0-3-13.0-2-8i.r3:0-6-0.0-3-01.18:0-3-8.0-1-8],[IO:Edge,0-3-8],[11:0-3-8,0-2-81,[12:0-3-8.0-1-81.[15:0-3-8.0-2-81 LOADING(psl) SPACING 2-0-0 CS1 DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.68 Vert(LL) O�59 13-15 �580 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.89 13-15 �386 180 MT20H 1871143 BCLL 0�0 R p Stress Incir NO WB 0.85 Horz(TL) 0.10 10 n/a n1a BCDL 5.0 Me FBC2010/TPI2007 (Matrix) Weight:179 Ito FT=20% LUMBER BRACING TOPCHORD 2x6 SP No.2*Except* TOPCHORD Structural wood sheathing directly applied or 2-4-15 oc purlins, except end T1:2x4l SP No.2 verticals. BOTCHORD 2x6 SP SS BOTCHORD Rigid miling directly applied or 4-8-0 oc bracing. WEBS 2x4 SP No.3*Exmpt* MiTek recom ends that Stabilizers and required cross bracing be installed W4 2x4i SP No.2 [durm.truss erection in accordance with Stabilizer Installation guide REACTIONS (lb/size) 10=1372/Mechanical,2=1294/0-3-8 (min.0-1-13) w1111111/1 Max Harz 2=94(LC 4) Max Uplift 1 0=-927(LC 4),2=-786(LC 4) Max Grav 10=1622(LC 2),2=1529(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOPCHORD 2-3=-408512067,3-17=-5803/3230,17-18=-580413231,4-18=-58065232,4-19=-6281/3561, 19-20=-628113561,5-20---628113561,5-21=-628113561,6-21=-6281/3561,6-22=-6281/3561, 7-22=-628113561,7-23=-5533/3171,23-24=-553313171,B-24=-5533/3171,8-25=-343911983, 34869 25-26---3439/1983,9-26=-3439/1983,9-10=-1544/917 "CEN, 348 BOTCHORD 2-16�1989/3835,16-27=-1994/3824,27-28=-1994/3824,15-28=-1994/3824,15-29=-3230/5804, 14-29=-3230/5804,13-14=-3230/5804,13-30=-317115533,30-31=-3171/5533,12-31=-317115533, ... 12-32=-1983/3439,32-33=-1983/3439,11-33=-1983/3439 WEBS 3-16=01350,3-15=-1346/2223,4-15-7301558,4-13---3671563,5-13=-4321355,7-13=421/807, T 7-12=-7471524,8-12=-1281/2258,8-11=-1299/863,9-11=-2075/3601 STATE OF NOTES (12-15) t-'N 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuh=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf,BCDL=3.Opsf;h=25ft;Cat.11;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. 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.Opsf on the bottom chord in all areas where a rectangle 3-"tall by 2-0-0 wide will fit between the bottom chord and arty other members. 7)All bearings am assumed to be SP No.2 crushing capacity of 565 psi� 8)Provide mechaniczil connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ot=lb)1 0=927,2=786. 9)"Semi-rigid pitchbreaks 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 lb down and 140 lb up at 7-1-1,89 lb down and 140 lb up at 9-1-1,89 lb down and 140 lb up at 11-1-1,89 lb down and 140 lb up at 13-1-1,89 lb down and 140 lb up at 15-1-1,89 lb down and 140 lb up at 17-1-1.89 lb down and 140 Ito up at 19-1-1,89 lb down and 140 lb up at 21-1-1.89 It,down and 140 lb up at 23-1-1,and 89 lb down and 140 lb up at 25-1-1,and 89 lb down and 140 It,up at 27-1-1 on top chord,and 136 lb down at 5-10-12,55 lb down at 7-1-1,55 lb down at 9-1-1,55 lb down at 11-1-1,55 lb down at 13-1-1,55 lb down at 15-1-1,55 lb down at 17-1-1,55 lb down at 19-1-1,55 lb down at 21-1-1,55 lb down at 23-1-1, and 55 lb down at 25-1-1,and 55 It,down at 27-1-1 on bottom chord. The designJselection 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). Continued on page 2 October 26,2013 WARNING Verify design parameWrs and READ NOTES ON THIS AND INCLUDED A11TEK REFERENCE PAGE M11 747.3 BEFORE USE. Design valid far use only with MiTek connectcns.This design is based only upon parameters shown,and is far an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is far lateral support of individual web members only.Additional temporary bracing to insure stability during corstnicticri is the responsibillity of the Julius Lee PE. erector. Additional permanent bracing of the overall structure is the resporisibility 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 1CSIl Ituilding Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onotrio Drive,Madison.Wl 53719. s 17421906 528250 Tog Half Hip Tntiss 2 Job Tntis Trus Type IQ'y I Ply ' Job joptiona Builders FirstSouroe, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTPk Industries,Inc.Fri Oct 25 10:08:53 2013 Page I ID:bW—D42aFSHCdYXPihl ONv4ywpOk-u6NkYNM3bQDkn3g3GBb8cZeUCr2tE6fZL3MMQzyPvFi 1-10-12 - 21-1M '_10_'2 17 6-10-15 .4 .4 3. 7 FT LL1 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.Y): r2:0-M.EdQel,[3:D-5-4,0-2-81,[9:D-3-8,0-1-81 LOADING(psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defi 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(TL) -0.45 1D-12 770 180 BCLL 0.0 Rep Stress Ina YES WB 0.74 Horz(TL) 0.08 8 n/a n1a BCDL 5.0 Cod.FBC20101TPI2007 (Matrix-M) Weight:134 lb FT=20% LUMBER BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOTCHORD 2x4 SP No,2 BOTCHORD Rigid wiling directly applied or 5-3-9 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-9 [MiTel recomme.nds thief Stabilizers and required cross braalang:dienstalled di�inn.truss are ion.n accordance with Stabilizer Install Ion REACTIONS (lb/size) 8=763/Mechanical,2=851/0-3-8 (min.0-1-8) Max Horz 2=1 20(LC 8) Max Uplift 8=-313(LC 8),2=-379(LC 8) Max Grav 8=905(LC 2),2=101 1(LC 2) S S.k FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. ENS,, TOPCHORD 2-3=-2144/1243,3-4=-2580/1562,4-5=-258011562,5-6---2580/1562,6-7=-1929/1158, 7_8�9001574 BOTCHORD 2-12=-134611998,11-12=-122912002,10-11=-1229/2002,9-10=-1158/1929 WEBS 3-10=-358/619,4-10=404t323,6-10=433/697,6-9---6571485,7-9=-120912014 34869 34 NOTES (8-11) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph:TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 411 Z- 2)Provide adequate drainage to prevent water ponding. T 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. -e. STATE 10, F 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-G-O wide will fit between the "t ORIOP". bottom chord and any other members. 5)All bearings am assumed to be SP No.2 crushing capacity of 565 psi. \N 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt--lb)S=313,2=379. 0 7)"Semi-rigid pdchbreaks induding 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 referenwd 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 jL WARNING V-if,dilr�1.�-—d READ NOTES ON THIS AND INCLUDED 1V11TEK REFERENCE PAGE 111117473 BEFORE USE. Design valid for use only with M7ek connectors.This design is based only upon parameters shown.and is far an individual building component. Applicability of de,sign paramenters 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 comtru�cfion is the responsibillity of the Julius Lee PE. erector.Additional pemnanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1]09 Coastal Bay fabrication,quality control,storage,delivery.erection and bracing,consult ANSIITP11 Quality Criteria,DSB-89 and BCS11 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onotrio Drive,Madison,Wl 53719. 17421908 2 1 ,Pss Type —r7J.b Reference L Tll H Truss Job Truss Tru 528250 Se 1 0=ndustries Inc-FriOct2510:08:552013 Pagel Builders FirstZource, Jacksonville,Fl 32244 7.350s p 27 20 2 ID:bW—D42aFSHCdYXPihlONv4ywpOk-qVVUz2NJ72�SONqROcdch_jtgfiMi8osoMrSUsyPvFE 1 _0 _�2 8 W 1-4 ITS 5-& 4 11-2 3 2 1 7ji lo .4 7-7-10 14-5-8 21-3-6 28-11-0 7-7-10 6-9-14 6-9-14 7-7-1 6 Plate Offsets(X,Y): [9:0-3-0,D-3-01 LOADING(psl) SPACING 2-0-0 CS1 DEFIL 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 Hoa(TL) 0.11 7 n/a nta BCDL 5.0 Code FBC20lOfT-PI2007 (Matrix) Weight:127 It, FT=20% LUMBER BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 3-G-2 m purlins. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 4-11-3 oc bracing. WEBS 2x4 SP No.3 M Te're - Zd-thief Stabilizers and required cross bracing be installed Fdui ring tr!er on n accordance with Stabilizer Installation ouide. REACTIONS (lb/size) 7=773IMechanical,2=844/0-3-8 (min.0-1-8) Max Horz 2=66(LC 12) Max Uplift7=-289(LC 9),2=-360(LC 8) Max Gray 7=916(LC 2),2=1003(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOPCHORD 2-3�2466/1521,3-4=-2290/1455,4-5=-1760/1161,5-6---2319/1481,6-7=-2492/1553 C NS,, BOTCHORD 2-10=-137212279,9-10=-94011675,8-9=-944tl680,7-8=-1408/2318 WEBS 3-10-360/334,4-10=-344/560,5-8=-372/589,6-8=-3831356 NOTES (9-12) 34869 1)Unbalanced roof Iive loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-secand gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf:h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 411 z- 5)*This truss has been designed for a live load of 20.0gsf 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. 6)All bearings am assumed to be SP No.2 crushing capacity of 565 psi. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ot=lb)7=289,2=360� 8)"Semi-rigid pitchbreaks,including heels"Member end fixity model was used in the analysis and design of this truss. 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 aide. 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 Venfy design parameters and READ NOTES ON THIS AND INCLUDED MrTEKREFERENCE PAGE M11 7473 BEFORE USE. Design valid far use only with M7ek 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 responsibility of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing.consult ANSIITP11 Quality Criteria.DSB-89 and BCS11 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,W1 53719. Truss —7s Type— 17421910 528250 T13 T__ 4 Job —1 r �Fly , Li"t.ference(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MITek Industries,Inc.Fri Oct 25 10:08:57 2013 Page I ID:bW_D42aFSHCdYXZh1 ONv4ywpOk-nudFOkPZeflAGhzqVl g4mPo9VVTLPAOEgFgKZZJyPvFc 7-7-10 21-3 �iro 7-7-10 6-9-14 1.4 IVT .4 1 2 7 3.1 9-7-11 19-3-5 28-11-0 0-7-11 0-7-11 9-7-11 LOADING(psf) SPACING 2-0-0 CS1 DEFIL in (loc) Vdefl Ud PLATES GFtIP TCLL 20.0 Plates Increase 1.25 TC OB9 Vert(LL) -0.26 7-8 999 240 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.87 Vert(TL) -0.54 7-8 >638 180 BCLL 0.0 Rep Stress Ina YES WB 0.38 Horz(TL) 0A0 7 n/a n1a BCDL 5.0 Code FBC2010rrPI2007 (Matrix) Weight:120 lb FT=20% LUMBER BRACING TOPCHORD 2x4l SP No.2 TOPCHORD Structural wood sheathing directly applied. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 4-1D-8 oc bracing. WEBS 2x4 SP No.3 -ek reco Zd- Stabilizers and required cross bracing be installed �iT Fidunn me r n'timatacoordancet with StabiliZer Installation ouide. REACTIONS (lb/size) 7=773/Mechanical,2=844/0-3-8(min.0-1-8) Max Horz 2=77(LC 12) Max Uplift7=-277(LC 9),2=-348(LC 8) Max Gra�7=916(LC 2),2=1 003(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOPCHORD 2-3=-241411515,3-4=-213711361,4-5=-2082JI 377,5-6-2154/1393,6-7=-2429/1539 BOTCHORD 2-10=-1356/2223,9-10--798/1443,9-9=-79811443.7-8=-1383/2252 \GENS,, WEBS 5-8=-4171696,6-8=-498/456,5-10=-397/672,3-10=-478/436 NOTES (8-11) 1)Unbalanced roof live loads have been considered for this design. 34869 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.11;Exp C;End.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 _0 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will fit between the bottom chord and any other members. 4U Z� 5)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. STATE OF 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except Ot--lb)7=277,2=348. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SID,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 Veqfy design panarnetem and READ NOTES ON THIS AND INCLUDED AUTEK REFERENCE PAGE M11 74 73 BEFORE USE. Design valid for use only with MiTelk connectors.This design is based only upon parameters shown,and is far an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown m 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 perrnanent bracing of the overall structuire is the responsibility of the building designer.For gene,ral guidance regarding 1]09 COOStat Bay fabrication.quality control,storage,delivery,erection and bracing.consult ANSI/TPIl Quality Criteria,DSB-89 and 8CSII Building Component Boynton Beach,FL 33435 So"Information available from Truss Plate Institute,583 D'Onofno Drive,Madison,W1 53719. > Vv CA z > cL r r c > > 0 > 00 �w -4 --Y -4 2! 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(D :::D 0 06 ac) 25 0 n 5-:7 9 (o CD -1)4 M Q M �) -Mo z r) TOP CHORD co C, 0 r.o �oz CI-8 M W;v -a- OD 10 (� M 0 Z� z o - c: OD li cn M� a> 0 T 70 0 > C) c Z (D 'o c: 6' (,)M -0 () �A c� M z C7 M n 0 o -M 4� o n r- M:E ;v z 0 00 M M ::3 0 (D 91, > 0 n 0, 0 (D to - I V) -u > - W2-7 (D M M -0 'Mo 0 --I. ;a ol X M 0 M 6 li -z �o > 0 U i= 3: @ M M CD zr > 0 >M aw 0 0 01 10 all M M CD 0 a n M CA) CD > o M =Ml :3 :E CA) z M M :3 M 5' W 0 (D W-/6 0 7 M a' (D (D n (D :3 C4-5 4� cn CD TOP CHORD GL p >0 u-,-0;00 -0 M SF 00 5- 5--u o n c c 0-: z > _0 'o a CL 00 0 R m r�c E;o 5 d 2 2:0 V3 :1 Z� M, �o< -3.<�0 o o-00 m a Bc a 5 () -C) z () 2- m , .2. S o< -2 R- F :3 lol 3 :E 2 -0 0 3 5:, a 0, N (D �'o Q.o f7 6- (2 -R 5)-,� !. (00 0- - - 0 0 3 cD CD �a = (0, 0 a <0 (D 3 uz=0 0 0 .D m m c a - 'o ZY 3 z, n c (D 0 a-, 0 0 a- 0 =r�- 2 a CD B @ .0 �c �2 52.6; (Zo (D 0- C F' 0 =or CD CD o B. D 0.- 0 0 c 3 �L 0 F)'3 Z�- z� CD cc C,'go x 6 0 -n , . 9L 5,) o o 0 (D (D Q 0 (D CD n go- E V 5 3 0- 0 3- =�o 6--Z coD m o o 3: u --c = CD < Q - (D 6 a o- CD (05 (2..ccaD c.D. -cc 2: �:02. a� 'c 'cD, a- & 5 cD m c,)-7 n o 0(D a 0' 3 0 0 2 C) 5 X CD M 0 , @ 0 -Z:0 -o 2: 50. Q u 0- c 5'- 0 c a a ID Ln 6, �F @ '62. �Lq� " :� (D C 0 n c :E i3 �!3- a !�. 02 0 0. (a Cc'-- D R a.m 0 2, 39. a a-c .0 o 0.�6 =L m - 0.6- R 0 --a- - 0 n A 3 a C) R - (D_on'B jj a 3 Ro U on () 'o FD':2 cc m D E"9.L'CLI 0 =3 CC- c3 c - i3 =-r -- w 0- -- 3 o � CD R: -0 - CD-Ca' 0 b 0 CD 0 a- 2. 3 6.0 5 0 0 6-0 M Q. (D U;' >E;,0 C R I-D '151 a!� <LA. Q Q a- 0. CC' CD c: 0 - 1 0 C 0, g a a Qt 7, 0 Q 0 m 0 4�5- 0 n 3 7-0. a OE �Fn > C,c, o Q a a (D Z(D 0' 0 0. R c =r M .0 r) CD m m vi. 0-(0) z 5' 'D a- V CD B� (00 5� 0 � m .0 C) C) m C' CD 0 M 0 M CD c Q -0 j3 -0 COD �o Q 0 0 i� 0 5 r,0 0 M 0 Ll. 'c- 3 5 E�Co' 0 0. 'R M-0 0 P-3 V) 0 r c 0 9. =r oc, (D 0 �.CD 0 P�-o ? Q. =.2 5- (D CD nn 5 00 c n R EL 3 a m m 0 Q = Q - - - M 0 0 F) a M l< (�a 3 c M.6 0 R =r 0 0 0 a (D n 0 m a a 0- < n Z;'CD m M R SO CD R - - -0 z 0 3 < Q - 0 3 < cr (D (A J Aug' ust10, 2010 T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY ST - T-BRACE 2 F-7 F--� (�) MiTek Industries,Chesterfield,MO Page 1 of 1 =0D Note:T-Bracing/ I-Bracing to be used when continuous lateral bracing is impractical. T-Brace/ I-Brace must cover 90%of web length. Note:This detail NOT to be used to convert T-Brace/ I-Brace MiTek Industries, Inc. webs to continuous lateral braced webs. Nailing Pattern Brace Size T-Brace size Nail Size Nail Spacing for One-Ply Truss 2x4 or 2x6 or M 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 2x4l-Brace 2x6 2x6 T-Brace 2x6 I-Brace M M T-Brace M I-Brace Nails Brace Size for Two-Ply Truss Specified Continuous k- Rows of Lateral Bracing SPACING Web Size 1 2 2x3 or 2M 2x4 T-Brace 2x4 I-Brace WEB A_ 2x6 2x6 T-Brace 2x6l-Brace —A 2x8 1 M T-Brace 12x8l-Brace —A T-Brace I-Brace must be same species -V T-BRACE and grade(or better) as web member. S...S-'.k Nails Section Detail N 34869 N Ljj Z :3 J. T-Brace 0 6/22/11 441 STATE OF Z "tORID - C Web %9/ON*Ak-*��\\� Nails 1109 COASTAL BAY BOYNTON BC, FL 33435 Web I-Brace Nailsz JANUARY 1, 2009 LATERAL TOE-NAIL DETAIL ST-TOENAIL-SP P MiTek Industries,Chesterfield,MO Page 1 of I NOTES: FVIFID 1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH UVL-U_1F1I AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES MiTelk Industries,Inc. FOR MEMBERS OF DIFFERENT SPECIES. THIS DETAIL APPLICABLE TO THE TOE-NAIL SINGLE SHEAR VALUES PER NDS 2001 (lb/nail) THREE END DETAILS SHOWN BELOW DIAM. SYP DF HF SPF SPF-S (5 .131 88.0 80.6 69.9 68.4 59.7 z 0 .135 93.5 85.6 74.2 72.6 63.4 VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY 19 .162 108.8 99.6 86.4 84.5 73.8 C0 50.3 z .128 74.2 67.9 58.9 57.6 0 75.9 69.5 60.3 59.0 51.1 .131 SIDE VIEW .148 81.4 74.5 64.6 63.2 52.5 C\! 3 NAILS NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE-NAIL. 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(lb/nail)X 1.15(DOL) 291.5 lb Maximum Capacity ANGLE MAY ANGLE MAY ANGLE MAY VARYFROM VARYFROM VARY FROM 300TO 600 301 TO 601 30,TO 601 45.00* 'IV 45.000 45.000 ANGLE MAY VA�Y FROM 0 To 00 \V3 6 S S.k \_k S, N 34869 LLJ z 6/22/11 STATE OF "tORIVP� NA1- 1109 COASTAL BAY BOYNTON BC, FL 33435 STANDARD PIGGYBACK ST-PIGGY-7-1 0 FrzBhUARY 14, 2012 TRUSS CONNECTION DETAIL MiTek Industries,Chesterfield,MC MAXIMUM WIND SPEED=REFER TO NOTES D AND OR E MAX MEAN ROOF HEIGHT 30 FEET MAX TRUSS SPACING=24 O.C. CATEGORY 11 BUILDING EXPOSURE B or C ASCE 7-10 LLL U JF 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 X WITH(2)0.131 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 4-1 Lj ... DIRECTIONS AND: L 1.W�ND SPEED OF 115 MPH OR LESS FOR ANY PIGGYBACK SPAN,OR w 2.W ND SPEED OF 11 6 MPH TO 160 MPH WITH A MAXIMUM PIGGYBACK SPAN OF 12 ft. E-FOR WIND SPEEDS BETWEEN 126 AND 160 MPH,ATTACH MI EK 3X8 20 GA Nail-On PLATES TO EACH FACE OF TRUSSES AT 72iO.C.W/(4)0.131-X 1.5"PER MEMBER.STAGGER NAILS FROM OPPOSING FACES.ENSURE 0.5"EDGE DISTANCE. (MIN.2 PAIRS OF PLATES REC.REGARDLESS OF SPAN) D WHEN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EXISTS: REPLACE TOE NAILING OF PIGGYBACK TRUSS TO PURLINS WITH Nail-On PLATES AS SHOWN,AND INSTALL PURLINS TO BOTTOM EDGE OF BASE TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE TRUSS MITEK DESIGN DRAWING. SCAB CONNECTION PER NOTE D ABOVE This sheet is provided as a Piggyback connection FOR ALL WIND SPEEDS,ATTACH MITEK 3X6 20 GA Nail-On PLATES TO detail only.Building Designer is responsible for all EACH FACE OF TRUSSES AT 48-O.C.W/(4)0.131"X 1.5-PER MEMBER. permanent bracing per standard engineering practices or STAGGER NAILS FROM OPPOSING FACES ENSURE 0.5"EDGE DISTANCE. refer to BCSI for general guidance on lateral restraint and diagonal bracing requirements. VERTICAL WEB TO EXTEND THROUGH FOR LARGE CONCENTRATED LOADS APPLIED BOTTOM CHORD TO CAP TRUSS REQUIRING A VERTICAL WEB: ........... OF PIGGYBACK 1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS -ENS or- MUST MATCH IN SIZE,GRADE,AND MUST LINE UP AS SHOWN IN DETAIL. 2) ATTACH 2 x—x 4'-0"SCAB TO EACH FACE OF N 34869 TRUSS ASSEMBLY WITH 2 ROWS OF 1 Od(0.131"X 3")NAILS N 34861 SPACED 4"O.C.FROM EACH FACE. (SIZE AND GRADE TO MATCH _U VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) 3 J. Uiz IMUM 2X4) (:) 3 9/12 3) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM T Of CONCENTRATED LOAD OF 4000 LBS(@1.15). REVIEW STATE OF BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS E "tORIOPI GREATER THAN 4000 LBS. 10,, ....... 0 4) FOR PIGGYBACK TRUSSES CARRYING GIRDER LOADS, / r VA BER OF PLYS OF PIGGYBACK TRUSS TO MATCH BASE TRUSS. /ON A%- 5) CONCENTRATED LOAD MUST BE APPLIED TO BOTH THE PIGGYBACK AND THE BASE TRUSS DESIGN. 1109 COASTAL BAY BOYNTON BC, FL 33435 F�BRUARY 14, 2012 Standard Gable End Detail SHEET2 MiTek Industries,Chesterfield,MO Page 2 of 2 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD Trusses @ 24" o.c. 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 Sheathin TO BLOCKING WITH(5)-1 Od COMMONS. x x Max. IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE NAIL DIAGONAL BRACE TO CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE WITH TWO 16d NAILS 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 X TO TRUSSES WITH(2)-1 Od NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5)-10d COMMON WIRE NAILS. End Wall CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL METHOD 1 :ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. METHOD 2:ATTACH 2X SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG MEMBER 01`�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 I 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. AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST STRUCTURAL BE PRESENT TO PROVIDE FULL LATERAL SUPP?, IqT 0 0 FNTTE B TT M f I� ISS GABLE TRUSS CHORD TO RESIST ALL OUT OF P lfjq�HOWN l' IN THIS DETAIL IS FOR THE VERTICAL/SA)f)' S NOTE:THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED z N 34869 STUDS.TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. LLJ Z7 0 3/29/12 STATE OF STANDARD TRU S "LORO' -,illl ,9 1109 COASTAL BAY BOYNTON BC, FL 33435 TECHNICAL BULLETIN April 2010 by Weyerhaeuse, Bulletin TB-300 Table 2A: Maximum Concentrated Load Applied to Beam -Wood Screw Connection (lbs)") Fastener Type Hanger Wood USP WS Simpson SDS Beam Configuration Type Screw Length #Screws #Screws - -T- 2 4 6 8 2 4 6 1 8 FACE(3) 31/2" 1,435 2,870 4,305 5,740 2.040 4,080 6,120 8,160 3-ply 11/4" (51/." Beam) TOP 3 1/2 720 1,435 2,155 2,870 1,020 2,040 3,060 4,080 FAC E 31/2 -- -- -- -- -- --- --- --- 31/2"+11%" (51/4" Beam) TOP 31/2 720 1,435 2,155 2,870 1,020 2,040 3,060 4,080 31/2"+13/4 FACE 31/2" 1,435 2,870 4,305 5,740 2,040 4,080 6,120 8,160 (51/4" Beam TOP ------------ (2) FACE 6" 1,055 2,110 3,165 4,220 1,360 2,720 4,080 5,440 4-ply 1%" (7" Beam) 12) 6,,t5) TOP 705 1,405 2.110 2,810 905 1,815 2,720 3,625 31/2" 1,915 3,825 5,740 7,655 2,720 5,440 8,160 10,880 FACE(') 2-ply 1%"+31/2." 6"(5) 2,110 4,220 6,325 8,435 2,720 5,440 8,160 10,880 (7"Beam) 31/2" 640 1,275 1,915 2�550 905 1,815 2,720 3,625 (2) TOP 6"(5) 705 1,405 2,110 2.810 905 1,815 27720 3,625 2-ply 31/2' FACE 12) 6"(5) 1,055 2110 3,165 4,220 930 1,860 2,785 3,715 (7"Beam) TOP 2-ply 11/4"+3 Y.2" FACE (3) 6"(5) 1,055 2110 3,165 4,220 1,360 2,720 4,080 5,440 (7 Beam) TOP FACE 14) 6"(5) 1,055 2,110 3,165 4,220 930 1,860 2,785 3,715 2-ply 1%"+31/2" (7" Beam) op(4) 5"(5) 705 1,405 2,110 2,810 905 1,815 2,720 3,625 1-T 51/4"+ 1 FACE 31/2" 1,915 3,825 5,740 7,655 2,720 5,440 8,160 10,880 (7" Beam) TOP 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 Parallamg:PSL and Microllam"'LVL,but are not recommended for TimberStrandcR:LSL. Page 2 of 8 CONTACT US - 1.888.iLevel8 (1.888.453.8358) -www.iLevel.com AWeyerhaeuser,il-evel.Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.@ 2010 Weyerhaeuser NR Company All rights reserved TECHNICAL BULLETIN April 2010 by Weyerhaeuser Bulletin TB-')00 Table 1, 2A, 2B General Notes • Connections are based on NDSO 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 31/2") 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 Joise 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/.,"bolts-13/16"o maximum holes Z,Z, * Lead holes not required for wood screws 0 0 Conc.Load Conc.Load M M Conc.Load Conc.Load 22 0� d d EQA EQ.� r, 2' Max I (typ) N r, 2 Fastener 4 Fastener 6 Fastener 8 Fastener Pattern Pattern Pattern Pattern Min.Beam Depth: Min. Beam Depth: Min. Beam Depth: d=71/4"for M."o bolts d=9%"for%"o bolts d=111/."for M."o bolts d=W/4"for W o bolts d= 14"for W o bolts d=16"for W o bolts Conc. Load Nailed Connection Detail *STAGGER NAILS TO PREVENT SPLITTING 0 —41r, 9. 16d Sinker (typ) 1/2" (0.148" x 3Y4") Typ. LL6 Nail Pattern 12 Nail Pattern 18 Nail Pattern Page 4 of 8 24 Nail Pattern CONTACT US - 1.888.iLeve18 (1.888.453.8358) -www.iLevel.com AWeyerhaeuser,tLevel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.C 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 Microllame LVL beam supporting a 2-ply Microllam 0 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. 'A Brg. (Typ-) A -Al L J1 L il L -21 L J1 L -Al L -11 L -1 r 3-1%" x 14" Microllamo LVL Beam, Flush Additional L Connection ------------------------------------------------------- Required for Concentrated Face Mount Hanger with 5,000 lbs Reaction Load L ----------------------------------------------------------- r 1 1 2- 1%" X 14" 0 14" Floor Joists @ 24" o.c., Typ. Microllarn LVL Beam, Flush L ------------------------------------------------------- r 4'-0" < 15'-0" oE Partial Framing Plan Page 6 of 8 CONTACT US 1.888.iLevel8 (1.888.453.8358) -www.iLevel.com AWeyerhaeuser,iLevel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.C 2010 Weyerhaeuser NR Company.All rights reserved. "rMf% l-1KllJ0% Al Milli 0-171KI Forte MEMBER REPORT Level,Floor: Flush Beam 'oft.- 13 PIECE(S) 1 3/4" x 14" 1.9E Microflam& LVL PASSED 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 @ 1-5 1/2- 13965 Passed(49%) to Building Use Residential Moment(Ft-lbs) 25215 C 4-117/8- 36387 Passed(69%) 10 Building Code:IBC Live Load Deft-(in) 0 356 @ T 1 13f16- 0.48=9Passed(LJ494) Design Methodology:ASD Total Load Defi-(in) 0A 56 @ 7'1718- 0.733 Passed(U386) Deflection criterw LL(U360)and TL(L1240). 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 IS 16/16"a/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports Total Available Requiied Support Reactions(lbs) Accessories Bearing Bearing Bearing Dead/Floor i Roof I Snow 1-Stud wall-Spruce Pine Fir 350' 3.50' 3,410' 1641/5955 i 0 '0 Blocking 2-Stud wall-Spruce Pine Fir 3.50" 350* 2.33' 1164 14045 10 t'O Blocking - Blocking Panels are assumed to carry no loads applied directly above them and the full load is 2pplied to the member being designed. Loads Location Tributary Dead Floor Live Roof Live Snow Commerft Width (0.90) (1,00) (non-snow:1.25) (1.15) 1 -Unifo-rn(PSF) 0 to 15' 1 100,0 4000 0.0 0.0 10'Floor 2-Point(lb) 4' N/A 1000 4000 0 0 Location Analysis Shear(lbs) Moment(Ft-lbs) Comments Actual I Allowed I LDF Actual I Allowed I LDF I-3' 6035/13965 110 19186136387/10 BOLTS LEFT OF HANGER 2-5' 39112569 109 2521513638711.0 BOLTS RIGHT OF HANGER Forte-Software operator Job Noles 3125P-010 9:02:21 AM rLevelti Forte—v1-1,Design Engine:W-8.0.1 Page I of 1 Page 8 of 8 CONTACT US - 1.888.iLeveW (1.888.453.8358) -www.iLevel.com AWeyerhaeuser,il-evel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.0 2010 Weyerhaeuser NR Company.All rights reserved.