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Permit NEW SFR 660 Orchid St 2012 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 jilt Application Number . . . . . 12-00001752 Date 12/27/12 Property Address . . . . . . 660 ORCHID ST Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES GEN 2F DISTRICT Application valuation . . . . 75000 ---------------------------------------------------------------------------- Application desc 5 BEDROOM DETACHED SFR ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BEACHES HABITAT FOR HUMANITY BEACHES HABITAT 1671 FRANCIS AVE. 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-1222 (904) 241-1222 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . SINGLE FAMILY DWELLING NEW Additional desc . . Permit Fee . . . . 155 . 00 Plan Check Fee 77 . 50 Issue Date . . . . Valuation . . . . 75000 Expiration Date . . 6/25/13 ---------------------------------------------------------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. 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 PERMT ISF.I@RROA DhRM6DW1MokbTk1ALj aVtrAN1419WWOdl&&AN&SSAWMPFLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 7 J 800 SEMINOLE ROAD J S) ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 12-00001752 Date 12/27/12 ---------------------------------------------------------------------------- Special Notes and Comments SHALL BE INSTALLED ON THE AHU TO VERIFY THAT DUCTS HAVE BEEN SEALED, A CERTIFICATION SHALL BE ON SIGHT FOR THE INSPECTOR STATING THAT THE A/C SYSTEM PASSED THE "AIR BLAST INSPECTION" FROM AND INDEPENDENT TESTING AGENCY. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 2 . 33 DEV REVIEW-SINGLE & 2-FAM 50 . 00 ENG REV RESIDENTIAL BLD 100 . 00 STATE DBPR SURCHARGE 2 . 33 SEWER SDC-SYSTEM DEV CHG 4050 . 00 UTIL REV PRE APP >3 HRS 50 . 00 WATER CONNECT/METER ONLY 185 . 00 WATER CROSS CONNECTION 50 . 00 WATER SDC-SYSTEM DEV CHG 1140 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 155 . 00 155 . 00 . 00 . 00 Plan Check Total 77 . 50 77 . 50 . 00 . 00 Other Fee Total 5629 . 66 5629 . 66 . 00 . 00 Grand Total 5862 . 16 5862 . 16 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERNHT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 F1 CLE OPY Office (904) 247-5826 Fax (904) 247-5845 , n �. ob Address; ��� n rC k,,-�Xn S�, Permit Number: /02 ,egal Description /-o�- Parcel # oor Area o q. t. q. 't 'aluation of Work$ ���=� .� Proposed Work heated/cooled / non-heated/cooled ;–S'�Oz lye Z -L--L3 'lass of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door se of existing/proposed structure(s) circle one): Commercial an existing structure,is a fire sprinkler system installed? (Circle one): Yes No N/A lorida Product Approval# or multiple products use product approval orm lescribe in detail the type of work to be performed: 2-e, -C--n'), r-r- - - �'C) roverty Owner Information: ame: 16LA,.- } —Address:—)6/7, �ra-^� ), 4 ✓G ity StateV�ip_?2-2j- Phone�2 . —Z2S//-- /2Z2- -Mail or Fax#(Optional) X o ontractor Information: tt'' ompanyName: ��a�L.�, lti-"Aa�-+ ` p•••� Qualifying(/ Agent: ddress: /G !" City I- State -`- Zip�'1="z-s3 ffice Phone 2,'L2 Job Site/Contact Number Z•rpfy _ 44pr�� Fax# 2 -elnr/o :ate Certification/Registration# ID9 ZZ 7P rchitect Name&Phone# agineer's Nanie&Phone# LG P L/saj - !qcc,— 72 ,e Simple Title Holder Name and Address onding Company Name and Address ortgage Lender Name and Address plication is her by made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the wane of a per it and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null d void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned fora period of six C6)months at any time after )rk is commenced I understand that separate permits must be secured for Electrical—Work,Plumbing,Signs, Wells,Pools, Furnaces,Boilers,Heaters, rnks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTWE 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 YOVIi NOTICE OF COMMENCEMENT. !ereb cern;fy that 1 have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this �e o1work will a complied with whether spec f ed herein or not. The granting of a permit does not presume to give authority to violate or cancel the ovisions of any c ther federal,state, or local law regulating construction or the performance of construction. gnature of Owner zdSignature of Contract int Name �C - ............ ..�..h ...................- Print Name pa�-.�. ....F 1.."�..... vorn t and subscribed b fore me Sworn to and subscribed before me isA Day of/VD&m0W 2012— this Day of NNe nbe4-- 201 Public - ;= Notary Public-State of Florida of y Pu tic =:' ;"? Notary Public-State 10YCE M-FRE of Florida oma, My Comm.Expires Jun 10,2013 N, ��S My CQi s Jun 10,2013 Commission#DD 897794 lse4 �foh` DD 897794 DO NOT WRITE BELOW- OFFICE USE ONLY Applicable Codes: RID BUILDING D Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: P-30-/2- Development Size Habitable Space IVY) S.F. Non-Habitable Impervious area Miscellaneous Information Occupancy Group R-- 3 Type of Construction Number of Stories Zoning District A G -/ Ad " Max. Occupancy Load Fire Sprinklers Required Flood Zone X Conditions/Comments: ii NOTICE 0 Permi� No. I — t Tax Folio No. FILE GOP State of Florida, County of Duval •Ria..,;,v ..r W...e.;r..y.v ne.R n.yWnP..::.,.. THE UNDERSIGNED hereby give notice that the improvement will be made to certain real property in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I. Description of property (legal description of property and address if available): vaL cry 2. General Description of improvements: zt-j'4 ) SSeDJ,c-cw% 5iNflz R,,.';l SiNS�ut-y�e/t 3. Owner Information: a) Name and Address: '3cjc4e_' //AQ,TAT Fda 14u-,o4w,"y /671 Fi-nNcrs Ave- /H11ty lcr�P-c4 1 3� b) Interest in property: Q w Net c) Name and address of simple titleholder(if other than owner): Contractor Information: a Name and Address: 3<c/gc�s3 PA(3,7AT F,? lb7l Fi-owc4 4vf At6lH7-1c 13,,1,1,; r--Z_ 32133 b) Phone Number: Surety Information: a)Name and Address: b) Phone Number: c) Amount of Bond: $ 6. Lender Information: a)Name and Address: b) Phone Number: 7. Person within the State of Florida designated by owner upon whom notices or other documents may be served as p ovided by 713.13 (1)(a) 7, Florida Statutes: a)Name and Address: Jr;✓t4�2 b) Phone Numbers of Designated Person: 8. In addition to himself/herself, Owner designates of to receive 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 unless , dlifferent date is specified: WA NTNG TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THF NONCE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YO R NOTICE OF COMMENCEMENT. The oregoin instrument was acknowledged before me this day of ve/A20 /Z �C NOTARY PUBLIC, STATE OF FLORIDA r_ r, City of Atlantic Beach -C\_ APPLICATION NUMBER Building Department n ��;, (To be assigned by the Building Department) i 800 Seminole Road ��3 0 `�_ J -2, 3 ;~v? Atlantic Beach, Florida 32233-5445 / Phone(904)247-5826 • Fax(904)247-5845 ZQJ? E-mail: building-dept@coab-us ..�\ Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Q CWfv at'C �)l , ®epartment reviewre wired Yes No /yLb;; - 4&rkov Building �g� lg8'O�nt: Planning&Zoning Tree Administrator €Projeci: /��i� &116M Public Works Public Utilities ,DRry/ j�-C�U1�CC3�3 �o-��{,� CoQ cuz�l/ Public Safety Fire Services Review fee $_�r� Dept Signatur Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: roved. []Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: �� Date: lZ' 41i_/ ADMIN. Second Review: ❑Approved as revised. ❑Denied. Comments: 2- PUBLISAFETY Reviewed by: Date: FIRE SERVICES Third Review: [,Approved as revised. ❑Denied. Comments: Reviewed by: — —�Rafe:--_ Devised 070710 AJIJ 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: &'50. Oaf -7 No. of Units: Commercial Residential V Multi-Family New Water Tap(s)& Meter(s) Z 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) CITY STAFF USE ONLY App)ication# 12 - 17S--3 Water System Development Charge $ / /V�• Sew�r System Development Charge $ Wator Meter Only $ Wator Meter Tap $ (notes) Sewer Tap $ $ Cro Connection $ 60, 0() Oth r $ TOTAL $ yZ ' CXv APPROVED: (UtilityDire4cior, ed Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED Cly of Atlantic Beach , w ED PLICATION NUMBER Building Department � gned by the Building Department.) r � 800 Seminole Road n Atlantic Beach. Florida 32233-5445 �' 17Sa Phone(904)247-5826 • Fax(904)247-5845 ' `��� E-mail: building-dept@coab.us �� ed: City web-site: http://www.coab.us APPLICATION REVIEW AND-TRACKING FORM Property Address: �� �� Department review required Yes No _ Building y( Appfce nt: QCIIJ�W Planning&Zoning � � Tree Administrator Project: �/- Public Works l/ Public Utilities Public Safety � /U0 C Fire Services Review fee $ �" Dept Signature Other Agency Review or Permit Required Review or Receipt Date Florida Dept. of Environmental Protection of Permit Verified By 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 f=irst Review: QApproved_ XDenied. (Circle one.) Comments: D BUILDING y4- PLANNIN &ZONING Reviewed by: � ate: �k ly /Z TREE ADMIN. Second Review: A roved as revised. pp ❑Denied. PUBLI WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date:/ L FIRE SI RVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Qate: Revised 07/22'10 CITY OF ATLANTIC BEACH PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 ��Ji3lJ` (904) 270-2535 or(904) 247-5874 NEW WATER/SEWER TAP REQUEST Date:/Z-1-- Project Address: 0P 1/0 y . O /moi iJ' S 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 V Name: Applicant Address: City: Atlantic Beach State: Zip: Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# 'Z //7 5`L Water System Development Charge $ 1,1411) 00 Sewer System Development Charge $ OSD, L-10 Water Meter Only $ /es;60 Water Meter Tap $ (notes) Sewr Tap $ .� Cros Connection Other $ TOTAL APPROVED: .at�'�Z4/'��' (Utility Director or A tafiorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CA BE ASSESSED City of Atlantic Beach 1 APPLICATION NUMBER f �1 Building Department n -rl To be assigned the Building t c. ., Vi� t 9 by tiling Department) i 800 Seminole Road ll Atlantic Beach, Florida 32233-5445 � Phone(904)247-5826 • Fax(904)247-5845 Fad'` E-mail: building-dept@coab_us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: t2((/(�� Vdin ent review required Yes No /� � / X( AppliciOnt: i C Cl/ 4��t Zoning inistrator€Project: � rks7 l/ ties �J � 1Y Id 001o0o :7 �4Y�G� L�L�PGti ety -we L7-� / Fire Services Review fee $ L U Dept Signatur Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [:]Approved_ ❑Denied. (Circle one.) Comments: BUII DING PLANNIN�&ZONING Reviewed by: t- Date: ?� TREb ADMIN. Second Review: A roved as revised. pp ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC,*SAFETY Reviewed by: Date: FIRES RViCES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: --_-- Revised 07i27llo City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department) r i 800 Seminole Road J �J Atlantic Beach, Florida 32233-5445 / 7S 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: Department review required Yes No - �� ��Z Building Applicant_ Planning&Zoning Tree Administrator Project: dl Public Works Public Utilities 7-� �1 1 Public Safety ,J /1 Id -Oolood-:57 �o Yr�� /.�-Q, G� - 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 Reviewi Department First Review: Approved- ❑Denied. (Ci a one.) Comments: BUILDING PLANKING&ZONING Reviewed by: Date: /) -y%�- TREE ADMIN. Second Review• A roved as revised. ❑ pp ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FERE SERVICES Third Review: DApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 0712 110 rs= .`� City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department) 800 Seminole Road / r� Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(%4)247-5845 Wil, e'ragr E-mail: building-dept@coab.us Date routed: City web-site: http://wwwcoab.us APPLICATION REVIEW AND TRACKING FORM Property Address: (LTJ �7i((/(i� (> l Department reviews required Yes No pp /_ Building �( Applicant: /v�// f�� Planning&Zoning �� ���� Tree Administrator Project: 115Public Works Public Utilities Public Safety l l� -001 ovo-7 ado-ya � ��� Fire Services Review fee $ Jt/ 00 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 APP CATION STATUS Reviewin Department First Review: Approved. ❑Denied. (Cireone.) Comments: ea-cc SMLJE) l fVII�PIV Gus -- (a c- 3ja4—d -t BUILDING VV 1+ NNIN &ZONIN J Reviewed by: .�i Date: TREE ADMIN. Second Review• A roved as revised. ❑ pp ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC;SAFETY Reviewed by: Date: FIRE SI RVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Revi6wed by:_ Date: Revised 0712 I0 CITY OF ATLANTIC BEACH Sit Building Department 800 Seminole Road Atlantic Beach,Florida 32233 tt\\ (904)247-5800 PLAN REVIEW COMMENTS Permit Application # 7 S";L, Property Address: 6,60 ©rC,41 Gr S-7 4- Applicant: /?&oc_ 1 e'S /7/42 Tc7 /)- Project: /V to k..., S F/� .5- beil/'c This permit application has been: 0 Approved Reviewed and the following items need attention: Gvt-S oca/ Please re-submit your application when these items have been completed. Reviewed By: 12'1 Date: X01 Beaches FILE COPY 4o , �' ' ' Habitat for H u man' ��- � Y November 27, 2012 Mr. Mike Jones Building Inspector City of Atlantic Beach 800 Seminole Rd. Atlantic Beach, FL 32233 Mike, Attached are the following materials in support of Beaches Habitat application for a building permit for 660 Orchid St., 1) One (1) copy of the Building Permit Application 2) One (1) copy of the tree permit 3) Two (2) copies of roof 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 Please let me know if any additional information is required. Thank you, Since ly, Paul Finley Construction Manager 904.334.2278 attachments 1671 Francis Avenue,Atlantic Beach, FL 32233 • Office: (904) 241-1222 • Fax: (904) 241-4310 www.beacheshabitat.org ,o � Beaches %-TIT Habitat for Humanitye November 27, 2012 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 660 Orchid St. 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, Paul Finley Construction Manager 904.334.2278 1671 Francis Avenue,Atlantic Beach, FL 32233 • Office: (904) 241-1222 • Fax: (904) 241-4310 www.beacheshabitat.org i o 00 o c o �, •� o o � o d ° •� � o e O � � o 0 F"' � o o,•� � 0 Uo3a� A o � E= cd 3 `� a ° CL o �? 00 O M ° ¢ Qr aw � bf) Uj � �o -� „ A o ►�• � O a� O cd 6 � bA,� � �bA � •O A w o o a �° .a O c o aj o -o � O a; .fl ., o ° Z d ., 3 •� ° o o m o .�7 r ° o A O � " 00 " � ? v� v� rxd0 � v� xUAwdaw o � N Q A Q w w w w W E- Q W F Q G=. O F- U o EE .. o 03 F � � ct W � � 0 0 O � F■ � Q � � o 0., U � y 0.� O en ct ct o F o Aul ; bn o o > o �. En o y 0. Ln 0' cn �• �' -o `� o o 0 03 Uav� 8 o r- o0 0, N Ki lzt wl� "C r- oo a1 r. U A Q A �D N N V Ol\ fM U w w �w.. wraw Q W U z a F Q O F x � F � 6 o m O on `A COO ..0 Z a O W O N o W o 03 °= o o F• to ¢ aav� L) xwOX03 Fw r-4uLO) o � NOM v O W V1 N M 4 vl r— cr U .• N M kn 116 [- 00 C1 --+ — — — rV►] N Z� W �4 ti r`i 0 Cd ° •r. v Q o In. f� p. Q � pWq �Cl CdF M o Vcd cz Cd N v ~ ,� V) N � N ct3 � C0-0 � 0 In x ° °u' OCAo cl Z d W ° ~ " o cn ci O cd i. Q 4c.do ° cz � z a � Qtj � t4:4 _� E t �. cz 4. r Q U MN � O � CA rA to O � � •� � � O w � M Q A O O O v GAO F` Q m O 0 Cd C4 cd 9z 0 G4 C 64 ° � ° ° a. 0 a a ^C Z W W N o -o o o "� ° o p. CdF� .E .E QU U H U t FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 660 Ord id St 5 Bedroom Detached Builder Name: Habitat For Hu Street: 660 Orchid St Permit Office: Duval Ciy,State,Zip: Atlantic Beach,FL,32233- Permit Number riFILE C Owner: Jurisdiction: 261300 Design Location: FL, Jacksonville 1. New construction or existing New(From Pians) 9. Wall Types(1495.6 sgfL) Insulation Area 2. Single family or multiple family Single-famiy a.Frame-Wood,Exterior R=11.0 1251.60 fe 3. NuMber of units,if multiple family 1 b.Frame-Wood,Exterior R=13.0 244.00 ft'c.NIA IR- 4. Number of Bedrooms 5 d.N/A R: fF 5. Is this a worst case? No 10.Ceding Types(1442.0 sgft.) Insulation Area a.Under Attic(Vented) Ra30.0 1442.00 ft' 6. Conditioned floor area above grade(ft') 1442 b.N/A Rs ft' Cohftioned floor area below grade(ft-) 0 c.NIA R= ftz 11.Ducts R R' 7. Wiedows(i 96.7 sett.) Descdption Area a.Sup:Attic,Ret:Man,AH:Main 6 288.4 a. tri-Factor. Dbt,1J=0.35 196.69 IF $HGC: SHGC=0.35 b. U-Factor: WA IF 12.Cooling systems kBtulhr Efficiency $HGC: a.Central Unit 29.4 SEER:14.00 c. IU-Factor: WA IF $HGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: NIA ft' a.Electric Heat Pump 28.4 HSPF:8.00 *HGC: Area Weighted Average Oveduang Depth: 2.019 R. Area Weighted Average SHGC: 0.350 14.Hot water systems S. Floor Types (1442.0 sW) Insulation Area a.Electric Cap:40 gallons a. $lab-On-Grade Edge insulation R=0.0 1442.00 fit' b. Conservation features EF:0.920 b.WA R= 1P None c.N/A R= ft, 15.Credits Pstat Total Proposed Modified Loads: 30.14 PASS Glasi/FloorArea: 0.136 Total Standard Reference Loads: 40.06 PASS I hereby certify that the plans and specifications covered by Review of the plans and Oit-THE ST,t�� this c. lculation are in compliance with the Florida Energy specifications covered by this z t p Code.! calculation indicates compliance AjdNMwith the Florida Energy Code. PREPARED BY: _ Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 , I hereby certify that this building,as dcu. need,is x compliance Florida Statutes. with the Florida Energy e. WE� 7- OWNER/AGENT: _ BUILDING OFFICIAL: DATE: - -__�i ±.��._1�__ ___�_ DATE: ----- ��.��2-- --- - Corftpliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist -Heat sys*1 may be undersized.Size of 28.4 was increased to 29.5 for simulation.Please review the Manual J8 report. i 1011$!2012 2:49 PM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: 660 Orchid St 5 Bedroom Det Bedrooms: 5 Address Type: Street Address Building Type: User Conditioned Area: 1442 Lot# Owner: Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Habitat For Humanity Beache Rotate Angle: 0 Street: 660 Orchid St Permit Office: Duval Cross Ventilation: County: Duval Jurisdiction: 261300 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, 32233- New/Existing: New(From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL—JACKSONVILLE—INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockl 1442 11536 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1442 11536 Yes 6 5 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 190 ft 0 1442 ft' ____ 0.3 0 0.7 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 1613 ft' 362 ft' Medium 0.96 No 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1442 ft' N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) Main 30 1442 ft' 0.11 Wood 10/19/2012 2:49 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 0 _ 1 E Exterior Frame-Wood Main 13 17 0 8 0 136 ft2 0 0.8 0 _ 2 S Exterior Frame-Wood Main 13 13.5 0 8 0 108 ft2 0 0.8 0 _ 3 S Exterior Frame-Wood Main 11 40.5 0 8 0 324 ft= 0 0.8 0 _4 W Exterior Frame-Wood Main 11 28.5 0 8 0 228 ft2 0 0.8 0 _ 5 N Exterior Frame-Wood Main 11 10 0 8 0 80 ft2 0 0.8 0 _ 6 N Exterior Frame-Wood Main 11 48.95 0 8 0 391.6000 0 0.8 0 _ 7 `i S Exterior Frame-Wood Main 11 70 8 0 56 ft2 0 0.8 0 _ 8 E Exterior Frame-Wood Main 11 21.5 0 8 0 172 W 0 0.23 0.8 0 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 E 1 Vinyl Low-E Double Yes 0.35 0.35 10 ft2 6 ft 0 in 1 ft 0 in None None 2 E 1 Vinyl Low-E Double Yes 0.35 0.35 20.09999 6 ft 0 in 1 ft 0 in None None 3 S 2 Vinyl Low-E Double Yes 0.35 0.35 15.47999 1 ft 0 in 1 ft 0 in None None 4 S 3 Vinyl Low-E Double Yes 0.35 0.35 15.47999 1 ft 0 in 1 ft 0 in None None 5 S 3 Vinyl Low-E Double Yes 0.35 0.35 15.47999 1 ft 0 in 1 ft 0 in None None 6 S 3 Vinyl Low-E Double Yes 0.35 0.35 15.47999 1 ft 0 in 1 ft 0 in None None 7 W 4 Vinyl Low-E Double Yes 0.35 0.35 15.47999 1 ft 0 in 1 ft 0 in None None 8 W 4 Vinyl Low-E Double Yes 0.35 0.35 15.47999 1 ft 0 in 1 ft 0 in None None 9 N 6 Vinyl Low-E Double Yes 0.35 0.35 15.47999 1 ft 0 in 1 ft 0 in None None 10 N 6 Vinyl Low-E Double Yes 0.35 0.35 4 ft2 1 ft 0 in 1 ft 0 in None None 11 N 6 Vinyl Low-E Double Yes 0.35 0.35 4 ft2 1 ft 0 in 1 ft 0 in None None 12 N 6 Vinyl Low-E Double Yes 0.35 0.35 15.47999 1 ft 0 in 1 It 0 in None None 13 E 8 Vinyl Low-E Double Yes 0.35 0.35 10 ft2 6 ft 0 in 1 ft 0 in None None :14 W 4 Vinyl Low-E Double Yes 0.35 0.35 16.75 ft2 1 ft 0 in 1 ft 0 in None None 15 N 6 Vinyl Low-E Double Yes 0.35 0.35 8 ft2 1 ft 0 in 1 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Whgiehouse Best Guess 0.000300 1134.7 62.294 117.15 0.2310 5.9017 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8 28.4 kBtu/hr 1 sys#1 10/19/2p12 2:49 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 14 28.4 kBtu/hr 852 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Main 0.92 40 gal 80 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft' DUCTS / ---Supply---- ---Return---- Air Percent HVAC# V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 288.4 ft Main 72.1 ft' Default Leakage Main (Default) (Default)% 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: CoolingC,Jan �]Feb Mar A r May ri Jun ri Jul ri Au �Xj Se Oct Nov Dec Venting l J Jan l J FebXi Mar �X�Apr May Jun Jul Aug Sep Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 10/19/2012 2:49 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: 660 Orchid St PERMIT#: Atlantic Beach, FL, 32233- MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air I$akage 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. Cooljng/heating 403.6 Sizing calculation performed &attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilir,gs/knee walls 405.2.1 R-19 space permitting. 10/19/2012 2:49 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 75 The lower the EnergyPerformance Index, the more efficient the home. 660 Orchid St, Atlantic Beach, FL, 32233- 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=11.0 1251.60 ft' b.Frame-Wood,Exterior R=13.0 244.00 ft' 3. Number of units,if multiple family 1 c.N/A R= ft' 4. Number of Bedrooms 5 d.N/A R= ft' 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) R=30.0 1442.00 ft' 6. Conditioned floor area(ft') 1442 b.N/A R= ft' c. R= ft' 7. Windows- Description Area a. U-Factor: Dbl,U=0.35 196.69 ft' 11.Ducts R ft' a.Sup:Attic,Ret:Main,AH:Main 6 288.4 SHGC: SHGC=0.35 b. U-Factor: N/A ft' SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft' a.Central Unit 28.4 SEER:14.00 SHGC: d. U-Factor: N/A ft' 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 28.4 HSPF:8.00 Area Weighted Average Overhang Depth: 2.019 ft. Area Weighted Average SHGC: 0.350 8. Floor Types Insulation Area 14.Hot water systems z a. Electric Cap:40 gallons a.Slab-On-Grade Edge Insulation R=0.0 1442.00 ft EF:0.92 b.N/A R= ft' b. Conservation features c.N/A R= ft' None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building 4'THE Sr- Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. ,�,,,: w;, �_*. ;r;,,• Builder Signature: Date: --z-gyp_,2 ' t Address of New Home: G L�, Vc ( _ City/FL Zip: *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: 660 Orchid St 5 Bedroom Detached Builder Name: Habitat For Humanity Beaches Street: 660 Orchid St Permit Office: Duval City,State,Zip: Atlantic Beach,FL,32233- Permit Number: Owner: Jurisdiction: 261300 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in substantial contact and continuous alignment with building envelope air barrier. Breaks or joints in the air barrier are filled or repaired. Air-permeable insulation is not used as a sealing material. Air-permeable insulation is inside of an air barrier. Ceiling/attic Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Attic access (except unvented attic), knee wall door, or drop down stair is sealed. Walls Corners and headers are insulated. Junction of foundation and sill plate is sealed. Windows and doors Space between window/doorjambs and framing is sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including Insulation is installed to maintain permanent contact with underside above-garage and cantilevered of subfloor decking. floors) Air barrier is installed at any exposed edge of insulation. Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, knee walls and flue shafts opening to exterior or unconditioned space are sealed. Narrow cavities Batts in narrow cavities are cut to fit, or narrow cavities are filled by sprayed/blown insulation. Garage separation Air sealing is provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures are air tight, IC rated, and sealed to drywall. Exception—fixtures in conditioned space. Plumbing and wiring Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation extends behind piping and wiring. Shover/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier separating them from the exterior wall. Electrical/phone box on Air barrier extends behind boxes or air sealed-type boxes are installed. Common wall Air barrier is installed in common wall between dwelling units. HVAC register boots HVAC register boots that penetrate building envelope are sealed to subfloor or drywall. Fireplace Fireplace walls include an air barrier. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software 660 Orchid St 5 Bedroom Detached HVAC Load Calculations for Habitat For Humanity Beaches 1671 Francis Avenue Atlantic Beach, FL 32233 RHVACHVAC LOADS Prepared By: Jim Williams Home Energy Services 2080 Davis Rd. Jacksonville, FI.32218 904 757-3569 Friday, October 19, 2012 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhv &R esidential+&Light Commercial HVAC Loads Elite Software.Dev liaM d,Inc. H a ergy rvic es 660 Orchid St'�5 Sedrwn, Jack neige FL�3298 aae � Prcyect Report Ge retro ti>ficrtrta#icon Project Title: 660 Orchid St 5 Bedroom Detached Project Date: Friday, October 19, 2012 Client Name: Habitat For Humanity Beaches Client Address: 1671 Francis Avenue Client City: Atlantic Beach, FL 32233 Client Phone: 9042411222 Client Fax: 9042414310 Company Name: Home Energy Services Company Representative: Jim Williams Company Address: 2080 Davis Rd. Company City: Jacksonville, FI. 32218 Company Phone: 904 757-3569 Company Fax: 904 757-7104 Company E-Mail Address: jimwilliams@homebuildingstore.com Company Website: homebuildingstore.com Company Comment: Reference City: Jacksonville, Florida Building Orientation: Front door faces East Daily''Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor: 0.999 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum DN Bulb Difference Winter: 32 29.92 80% n/a 72 n/a Summer: 94 77 47% 50% 75 48 I ::yypp Total:Building Supply CFM: 1,014 CFM Per Square ft.: 0.703 Square ft. of Room Area: 1,442 Square ft. Per Ton: 668 Volume(ft')of Cond. Space: 11,528 Bw" 5i r Total;Heating Required Including Ventilation Air: 27,097 Btuh 27.097 MBH Total!Sensible Gain: 22,294 Btuh 86 % Total!Latent Gain: 3,629 Btuh 14 % Total'Cooling Required Including Ventilation Air: 25,922 Btuh 2.16 Tons (Based On Sensible+ Latent) OW F Rhvaic 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. Friday, October 19, 2012, 1:59 PM RhvaC-Residential&L4ht canmmwil NVAC Loads Eilte software IDeVelopment,InC. Home Energy servkes 660 Orchid St 6I3erlroom etaCF ed Jacksonville FL 32218 Pa:3 3 'mispcMlellaneous Report .�� tefilYw'� Wl �1MiIMow w tit Vtfi iut bata Bulb i Wet Bulb Rel.Hum Re1.ltff11 ` D > Winter: 32 29.92 80% n/a 72 n/a Summer: 94 77 47% 50% 75 48.06 7-777, ;Duct$W .. 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: 10 in. 0 in. Maximum Height: 0 in. 0 in. Winter Summer Infiltration Specified: 0.250 AC/hr 0.250 AC/hr ------48 CFM --- -- ---- ---48 CFM Infiltration Actual: 0.250 AC/hr 0.250 AC/hr Above Grade Volume: X 11,528 Cu.ft. X 11,528 Cu.ft. 2,882 Cu.ft./hr 2,882 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 48 CFM 48 CFM Total Building Ventilation: 0 CFM 0 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 20.88 = (1.10 X 0.999 X 19.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 32.65 = (0.68 X 0.999 X 48.06 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 43.96 = (1.10 X 0.999 X 40.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(48 CFM) Summer Infiltration Specified: 0.250 AC/hr(48 CFM) try 3 Lea s ,< a 1 Supply Main Attic 16B 0.09 6 389 No 1 Return Main Attic 16B 0.15 6 144 No Friday, October 19, 2012, 1:59 PM Rhv •Residential&Light Commercial HVAC Loads Elite Soitwae iDevelopment,#nc. H Energy Services 660 Orchid St 5 Bedroom Uetacfied Jack nvilie FL 32218 IS 4 Load Preview Report Net Rec ft.' Sys Sen Lat Net Sen Sys Cls TDuct Scope' Ton' Ton /Ton Area Gain Gain Gain Loss CFM CFM Cize Building 2.16 2.48 582 1,442 22,294 3,629 25,922 27,097 548 1,014 1,014 System 1 2.16 2.48 582 1,442 22,294 3,629 25,922 27,097 548 1,014 1,014 18 Duct Latent 859 859 Zone;1 1,442 22,294 2,770 25,064 27,097 548 1,014 1,014 18 1-Living 263 6,462 1,281 7,743 4,606 93 294 294 3--6 2-Br i1 149 1,332 125 1,457 2,080 42 61 61 1-4 3-AHLI 22 51 0 51 35 1 2 2 1-A 4-Hail 21 48 0 48 33 1 2 2 0--0' 5-Br 2 162 1,362 125 1,487 2,101 42 62 62 1--5 6-Br 3 143 2,611 217 2,828 4,497 91 119 119 1--6 7-Owners 182 2,895 249 3,144 4,636 94 132 132 14 8-Owners Bath 72 434 53 487 872 18 20 20 1-4 9-Bath 2 71 431 53 484 869 18 20 20 1-A 10-Bt 4 110 1,142 102 1,244 1,684 34 52 52 1-A 11-Dining 128 879 111 990 1,771 36 40 40 1-A 12-Kitchen 119 4,646 454 5,100 3,911 79 211 211 2--6 Friday, October 19, 2012, 1:59 PM Rhvaa-Residential&Light CommeTcial HVAC Loads £lite softwe' #uc. Home l netat Services 660 Orchid St 5 Sedrooth I ItaCP P. Jac csdnviiie M 32218 s' 6 Duct Size Preview Room or Minimum Maximum Rough. Design SP Ductl Duct Htg Clg Act. Duct Duct Name Velocity Velocity Factor L/100 Loss Velocity Length Flow Flow Flow Size System 1 Supply Runouts Zone 1 1-Living 450 750 0 0.1 499.1 93 LM 294 3-6 2-Br 1 450 750 0 0.1 694.3 42 JW61 1-4 3-AHU 450 750 0 0.1 26.4 1MM 2 1-4 4-Hall 450 750 0 0.1 0 1 MW 2 0-0 5-Br2 450 750 0 0.1 454.6 42 jM 62 1-S 6-Br 3 450 750 0 0.1 605.1 91 119 1--6 7-Owners 450 750 0 0.1 492.9 94 132 14 8-Owners Bath 450 750 0 0.1 226.1 18 20 1-4 9-Bath 2 450 750 0 0.1 224.7 18 20 1-4 10-Br4 450 750 0 0.1 595.5 34 52 1-4 11-Dining 450 750 0 0.1 458.4 36 40 1-4 12-Kitchen 450 750 0 0.1 538.3 79 211 2-6 Other Ducts Supply Main Trunk 550 600 0 0.1 574 548 1,014 18 Summary System 1 Heating Flaw: 548 Cooling Flow: 1014 Friday, October 19, 2012, 1:59 PM Rhv -Residential&Light Commercial HVAC Loads Elite Software Oevelopmenl Inc. H mW Services 660 Orchid St 5 8etlrw `Uet oa J avilie FL 32218 Noe ToW Building Summary Loads IGo hent Area ett Latttal RLS�tlon Man Loss Gain Gain Gain 4A-6-p: Glazing-Double pane low-e (e = 0.20 or less), 159.8 2,108 0 2,893 2,893 high performance, operable window, a=0.05 on surface 2, any frame, u-value 0.33, SHGC 0.33 10D-f,Glazing-French door, double pane low-e glass (e= 20.1 265 0 456 456 0.10), insulated fiberglass frame, u-value 0.33, SHGC 0.32 10D-f:Glazing-French door, double pane low-e glass (e= 16.8 281 0 648 648 0.;10), insulated fiberglass frame, u-value 0.42, SHGC 0.32 12C-qsw. Wall-Frame, R-13 insulation in 2 x 4 stud 198.4 722 0 461 461 cavity, no board insulation, siding finish, wood studs 1213-0sw: Wall-Frame, R-11 insulation in 2 x 4 stud 964.5 3,741 0 2,627 2,627 cavity, no board insulation, siding finish, wood studs 1213-0sw: Part-Frame, R-11 insulation in 2 x 4 stud cavity, 136 501 0 250 250 no board insulation, siding finish,wood studs 16B-30: Roof/Ceiling-Under Attic with Insulation on Attic 1441 1,844 0 2,489 2,489 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 190 10,321 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil Subtotals for structure: 19,783 0 9,824 9,824 People: 6 1,200 1,380 2,580 Equipment: 0 4,500 4,500 Lighting: 0 0 0 Ductwork: 5,202 859 5,330 6,188 Infiltration:Winter CFM: 48, Summer CFM:48 2,112 1,570 1,004 2,574 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AE6Excursion: _ 0 0 256 256 Total,Building Load Totals: 27,097 3,629 22,294 25,922 �. - Total Building Supply CFM: 1,014 CFM Per Square ft.: 0.703 Square ft. of Room Area: 1,442 Square ft. Per Ton: 668 Volume(ft')of Cond. Space: 11,528 Total,Heating Required Including Ventilation Air: 27,097 Btuh 27.097 MBH Total Sensible Gain: 22,294 Btuh 86 % Total Latent Gain: 3,629 Btuh 14 % Total Cooling Required Including Ventilation Air: 25,922 Btuh 2.16 Tons (Based On Sensible+ Latent) 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. Friday, October 19, 2012, 1:59 PM Mwac-ti "retial&l fight Commercial HVAC Loads Elite Software Derel6*in, Hoene Energy SeNioes 660 Orchid St 5 Sedrpom Detached Jacksonville FL 82278 Pa �' Building Pie Chart Infiltration 8% Ductwork 19% Floor 38% Building Loss 27,097 Btuh Glass 10% Roof 7% Wall 18% Roof 10% ED Excrsion 1 InYltratlon%10 Wall 13% Ductwork 24% Building Gain 25,922 Btuh Glass 15% People 10% Equipment 17% Friday, October 19, 2012, 1:59 PM Rhv -Residential&Light Commercial HVAC Loads Mite Software Development Inc. Home nergy Services 660 Orchid St 5 Bedroom Detached Jacks valla FL 32218 paw g istem 1 Room Load Summary Mtg Min un un C1g:. >,: Ac;t Room mea Sens Htg tuct I Sens . . No arae SF Stuh CFM Size W1 B#uh Btuhh C'FM M ---Zone 1--- 1 Living 263 4,606 93 3-6 499 6,462 1,281 294 294 2 ;Br 1 149 2,080 42 1-4 694 1,332 125 61 61 3 AHU 22 35 1 1-4 26 51 0 2 2 4 1 Hall 21 33 1 0-0 0 48 0 2 2 5 !Br 162 2,101 42 1-5 455 1,362 125 62 62 6 Br 3 143 4,497 91 1-6 605 2,611 217 119 119 7lOwners 182 4,636 94 1-7 493 2,895 249 132 132 8 ;Owners Bath 72 872 18 1-4 226 434 53 20 20 9 Bath 2 71 869 18 1-4 225 431 53 20 20 10 Br 4 110 1,684 34 1-4 595 1,142 102 52 52 11 ;Dining 128 1,771 36 1-4 458 879 111 40 40 12 !Kitchen 119 3,911 79 2-6 538 4,646 454 211 211 Duct Latent 859 ;System 1 total 1,442 27,097 548 22,294 3,629 1,014 1,014 System 1 Main Trunk Size: 18 in. Velocity: 574 ft./min Loss per 100 ft.: 0.048 in.wg 77 77 r,. t .. ... .. ,._.. ,-<. ,. ,.. :. Net Required: 2.16 86%/ 14% 22,294 3,629 25,922 Actual: 2.37 75%/25% 21,300 7,100 28,400 ti t B ; .. Heating System Cooling System Type:I Air Source Heat Pump Air Source Heat Pump Modal: GSZ130311A* GSZ130311A* Indoor Model: ASPF183016E*+TXV Brand: GOODMAN, JANITROL, AMANA GOODMAN, JANITROL, AMANA DISTINCTIONS, EVERREST, O DISTINCTIONS, EVERREST, O Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 8.2 HSPF 14 SEER Sound: Capacity: 47°F: 26,400/ 17°F: 16,300 Btuh 28,400 Btuh Sensible Capacity: n/a 21,300 Btuh Latent Capacity: n/a 7,100 Btuh AHRI!Reference No.: n/a 5492243 Friday, October 19, 2012, 1:59 PM e R�wa!i.is'N.f:—i"i/p:rr'tu.•.,.:y„f,-...,:,,.� JULIUS LEE PE. C f.' RE: 446346 - 1109 COASt L B'AY EtL�D, BOYNTON EWAdR, FL`4�43 Site Information: E'= ` Project Customer: Beaches Habitat Project Name: 446346 Model: 5 Bedroom Lot/Block: Subdivision: Address: 660 Orchid St ; City: Duval State: Florida Name Address and License#of Structural Engineer of Record, If there is one,!for the building. I �n Name: Paine, Lawrence A., PE License#: 21475 l e Address: 319 Oglethorpe Blvd. i City: St.Augustine State: Florida General Truss Engineering Criteria& Design Loads (individual Truss Design Orawiop Show Sppci l Loading Conditions): FBC 2010/TPI 2007 Design Program: MiTek 20/207,3 ASCE 7-10 Wind Speed: 130 mph Floor Load: N/A psf Roof Load: 32.0 psf This package includes 19 individual, dated Truss Design Drawings and 0 Additional brawing- S r L i J With my seal affixed to this sheet, I hereby certify that I am the Truss Design Enginekt` nth:this index sheet Conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers es. I This document processed per section 16G15-23.003 of the Florida Board of ProfessionalsAules s In the event of changes from Builder or E.O.R.additional coversheets and drawings m0accol�' ny this coversheet.The latest proval dates supersede and replace the previous drjv`yings;' No. Seal# Truss Name Date No. Seal# Truss Name Date 1 16061211 CJ01 10/25/01 18 16061228 T07G 10/25/01 r' �2 116061212 1 CJ02 110/25/01A19 116061229 1 T08 110/25/01?� 3 116061213 1 CJ03 10/25/01 4 116061214 1 CJ04 10/25/01 5 116061215 1 CJ05 10/25/01 6 116061216 1 CJ06 10/25/01 7 116061217 1 EJ01 10/25/01 8 116061218 1 EJ02 10/25/01 9 116061219 1 HJ01 10/25/01 10 116061220 1 HJ02 10/25/01 11 116061221 1 HJ03 110/25/01 12 116061222 IT01 10/25/01 13 116061223 1 T02 10/25/01 14 116061224 1 T03 10/25/01 15 116061225 1 T04 10/25/01 16 116061226 1 T05 10/25/01 17 116061227 1 TOS 10/25/01 !The truss drawing(s)referenced above have been prepared by MiTek .Industries,Inc.under my direct supervision based on the parameters `��� wS f-. STATE ;provided by Builders FirstSource(Jax).Truss Design Engineer's Name: Julius Lee 8s9 My license renewal date for the state of Florida is February 28,2013.NOTE:The seal on these drawings indicate acceptance ofpprofessional engineering responsibility solely for the truss OFcomponents shown. The suitability and use of this componentftiDP.• for any particular building is the responsibility of the building ��'�s�0NA\- designer, per ANSI/TPI-1 Chapter 2. 01111111 ober 25,2012 1 of 1 Julius Lee Job Truss Truss Type Qty Ply 16081211 446348 CJOi JACK-OPEN TRUSS 8 1 Job Reference(options Builders FirstSource, Jacksonville,F132244 7.350 s Jul 312012 MiTek Industries,Inc.Thu Oct 25 13:50:15 2012 Page 1 I D:HplOF4Z6f6iroP_DJBOg48yPv9K-?Mxt9y5OfJcAED2lLetgwTkTZvIKEJKZXVeUg7yPs0 -1-4-0 + 1-1-0 1-4-0 1-1-0 Scab•1 B 5 3 4 2 400 F i i ' T1 er e 2.4= 1-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loo) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.12 Vert(LL) -0.00 2 -999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.00 2 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a Na BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight:6l FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-1-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed durin truss erection in accordance with Stabilizer Installation auide, R CTIONS (Ib/size) 2=13010-5.8(min.0-1-8),3=-21/Mechanical,6=7/Mechanical Max Harz 2=45(LC 8) 4%Wplift2=-145(LC 8),3=-27(LC 2) I 1 Max Gray 2=159(LC 2),3=38(LC 10),6=20(LC 3) (e(( FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. .7\` `v �+•k NOTES (7-9) \Ci S 1)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;Cat.ll;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) i gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 1 ,• i 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7C 869 ' 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. _.� N 4)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. LL 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 145 Ib uplift at joint 2 and 27 Ib uplift at joint 3. i� (,u 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. : // 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the - STATE OF W 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. -n'•, "(ORO' , 9)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 v� .,,,••,. ` �� LOAD CASE(S)Standard // �0 N M- October 25,2012 A WARNING-Vorj jy design paro.muta and READ NOTES ON TMS AND INCLUDED AIITEX REFERENCE PAGE MR-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer-not tens designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the respomibillity,of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery.erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component Boynton BeOCh,FL 33435 Safety Information available from Truss Plate Institute.583 D'Onofrio Drive,Madison.WI 53719. r Job Truss TTrussType Oty ply16061212 448346 CJ02 Open Truss g 1 Job Reference o tions Builder$FirstSouroe, Jacksonville,F132244 7.350 s Jul 312012 MiTek Industries,Inc.Thu Od 25 13:50:16 2012 Page 1 ID:HpIOF4Z6f6iroP_DJBOg48yPv9K-TYVFMH600dk1 sNdyvMP3ThHCSJdfzmZim9N 1 MayPsO -1-4-0 3-0.0 1-4-0 3-0-0 Sqk=1:8.0 J 400 T1 B1 .4 a 01-2 LOADING(ps0 SPACING 2-0-0 CSI DEFL in (loc) I/den Ud PLATES GRIP TCLL '�! 20.0 Plates Increase 1.25 TC 0.18 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL TO Lumber Increase 1.25 BC 0.06 Vert(TL) -0.01 2-4 -999 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.00 Horz(TL) -0.00 3 n/a n/a BCDIL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:11 It, FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed dune truss erection in accordance with Stabilizer installation uide. REACTIONS (Ib/size) 3=40/Mechanical,2=16210-5-8 (min.0.t-8),4=14/Mechanical Max Harz 2=73(LC 8) Max Uplift3=-45(LC 12),2=-146(1-C 8) . Max Gray 3=49(LC 2),2=195(LC 2),4=41(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES (7.9) �� VCENSE•���i 1)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=15f1;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) i gable pnd zone and C-C Exterior(2)zone;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the C.x.Nl 34869 bottom chord and any other members. .- 4)All belirings are assumed to be SP No.2 crushing capacity of 565 psi. 5)Providle mechanical connection(by others)of truss to bearing plate capable of withstanding 45 Ib uplift at joint 3 and 146 lb uplift at joint 2. W= 6)"Semkrigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ��vVVv...JJJ •:�U 7)This rrjanufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the i responsibilitySTATE OF of the building designer per ANSI TPI 1 as referenced by the building code. i 8)Note:Visuallygraded lumber designation SP,represents new lumber design values as per SPIB. •• /C� P �; 9)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 /s.( .••ORip, •`�G\\ LOAD CASE(S)Standard /////I O N A\— ` \\ October 25,2012 A WAI RNING-Vergy design parnmetera¢nd READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAOE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual budding component. Appliyability of design poramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity,of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrictstion,quality control,storage,delivery,erection and bracing,consult ANSI/TPII quality Criteria,DSIII-89 and BCSII Building Component Boynton Beach.FL 33435 SafetyInformation available from Truss Plate Institute,583 UiDnofrio Drive,Madison,W 153719. Job Tmss Truss Type Qty Ply 18061213 446348 CJ03 Jack-Open Truss 6 1 Job Reference o bona Builders FirstSource, Jacksonville,FI 32244 7.350 s Jul 312012 MiTek Industries,Inc.Thu Oct 25 13:50:18 2012 Page 1 ID:HplOF4Z6f6iroP_DJBOg48yPv9K-PxcOnzSGyE_15hnKOnRXY6Mvk6HnRg3?DTs8QSyPs -1-a-o so-o &ab.1:13.2 400 2 1 Bt 0 0.1- LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deb Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.21 Vert(TL) -0.05 2-4 >999 180 BCLL 0.0 Rep Stress[nor YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2010/TPl2007 (Matrix) Weight:18 th FT=20 LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed dutruss erection in accordance with Stabilizer Installation ouide. REACTIONS (Ib/size) 3=92/Mechanical,2=207/0-5-8(min.0-1-8),4=24/Mechanical Max Harz 2=104(LC 8) Max Uplift3=-95(LC 12),2=-162(LC 8) Max Grav 3=113(LC 2),2=249(LC 2),4=71(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. \�JN I" NOTES (7-9) 1)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) gable end zone and C-C Exterior(2)zone;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �r 2)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 869 ••' 3)•This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 36-0 tall by 2-0-0 wide will fit between the .— bottom chord and any other members. _-0 �y 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 95 Ib uplift at joint 3 and 162 Ib uplift at joint 2. 1'A (u 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 40 r „ , 7)This manufactured product is designed as an individual building component.The suitability and use of this component for any particular building is the i STATE OF 4 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 SPIE. ••••.F�ORID(\ 9)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 s� ., ••••. \��� LOAD CASE(S)Standard October 25,2012 A IVARNING-Vor(jy design pa—rnet s and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MH-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown b for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the respomibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPII Quality Criteria,DSB-89 and BCS11 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss Truss Type Qty Ply 448348 '_ CJ04 Jack-Open Truss 4 1 16061214 Job Reference(optional) Builders�iFirstSource, Jacksonville,FI 32244 7.350 s Jul 312012 MiTek Industries,Inc.Thu Oct 25 13:50:20 2012 Page 1 ID:HplOF4Z6f6iroP DJBOg48yPv9K-MJkmCfgXUsETK?xj8BT?dXRJLWObvaZlgnLFVLyPsO — 1-3- 1-4.0 1-3-0 s-w•18.8 ] 4 2 4.F2 T1 B1 6 0-8-0 1-1-14 -3- 48-0 0-5-14 1-2 LOADING(psf) SPACING 2-0.0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.12 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) 0.00 2 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 Na n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:6 Ib FT=20 LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-3-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 OC bracing. MiTek recommends that Stabilizers and required cross bracing be installed curio truss erection in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=-14/Mechanical,2=102/0-3-8(min.0.t-8),6=-12/Mechanical Max Harz 2=28(LC 8) Max Uplift]=-18(LC 2),2=-118(LC 8),6=-16(LC 2) Max Grav 3=18(LC 8),2=123(LC 2),6=30(LC 10) FORCES;. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. \\\\ `v S S,k NOTES (8-10) , 1,CENSF 1)Wind:.ASCE 7.10;130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=15ft;Cat.ll;Exp C;Enc.,GCpi=0.18;MWFRS(envelope) i gable and zone and C-C Exterior(2)zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions 1 shown;Lumbar DOL=1.80 plate grip DOL=1.60 X86Wu �•. L 2)This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottomi chord and any other members. J'vf`x//J1 LL 4)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 1 T = 5)Provid}mechanical connection(by others)of truss to bearing plate capable of withstanding 18 Ib uplift at joint 3,118 Ib uplift at joint 2 and 16 Ib uplift at N joint 6.'. 44/ 6)'Semi-figid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. i STATE OF •• .�\ 7)Desigry assumes 4x2(Flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-1 Od nails. '• FL OR'D P ; 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the S •, ••••'•• \\ responsibility of the building designer per ANSI TPI 1 as referenced by the building code. S • \ 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 10)Truss�i,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 25,2012 A WARNING-Va design panx—t—and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. ApplicpUlity of design paromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is far lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity,of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 109 Coastal Bay fobriccrtion,quality control,storage,delivery.erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and SCSII Building Component Boynton BeaCh,FL 33435 Safety Information available from Truss Plate Institute,583 90nofrio Drive,Madison,WI 53719. 1 Job Truss Truss Type Dry Ply 16061215 446346 CJ05 Jack-Open Truss 4 1 �JobReference(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Jul 312012 MiTek Industries,Inc.Thu Oct 25 13:50:212012 Page 1 ID:HplOF4Z6f6iroP_DJBOg48y Pv9K-gVl8P?A9F9NKy8 Wviv_EAk_OxKKset pSvR5ol nyPsO 1.4-0 Suk•fi,03 3 400 1_2 T1 1 B, 1x4= 4 0-8-0 3-1-14 3r3-9 0.B-0 2-5-14 Or-1-L LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) 0.02 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.13 Vert(TL) -0.01 2-4 >999 100 BCLL 0.0 ' Rep Stress Inor YES WB 0.00 Horz(TL) -0.00 3 n/a Ma BCDL 5.0 Code FBC2010fTPI2007 (Matrix) Weight:12 Ib FT=20 LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation nuide. REACTIONS (lb/size) 3=51/Mechanical,2=163/0-3-8(min.0-1-8),4=15/Mechanical Max Horz 2=77(LC 8) Max Uplitt3=-55(LC 12),2=-175(LC 8),4=-25(LC 8) Max Grav 3=63(LC 2),2=197(LC 2),4=46(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. \�\� \vS `�•k ��j/ �J�' NOTES (7-9) F � \(moi EN 5' i 1)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;Cat.ll;Exp C;End.,GCpi=0.18;MWFRS(envelope) gable end zone and C-C Extenor(2)zone;cantilever left exposed;porch left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 — * 34869 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the61 bottom chord and any other members. 4)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. '� LU 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 55 Ib uplift at joint 3,175 Ib uplift at joint 2 and 25 Ib uplift at joint 4. STATE OF 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �' ,••`�\ 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the '.••F(OR'D P •. G 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 SPIE. 9)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 'is�4 N AL LOAD CASE(S)Standard October 25,2012 A WARNING-Ver(fa design paramos and READ NOTES ON THIS AND INCLUDED MTfEK REFERENCE PAGE MR-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 109 Coastal Bay fabrication,quality control,storage,delivery.erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component Boynton Beoch,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss Truss Type Qty Ply 16061216 446346 ! CJOB Jack-Open Truss 2 1 Job Reference(optional) Builders PirstSource, Jacksonville,FI 32244 7.350 s Jul 312012 MITek Industries,Inc.Thu Oct 25 13:50:22 2012 Page 1 I D:HplOF4Z6f6iroP_DJBOg48yPv9K-IisXdLBnOTVBa I45FcVTiyXahkeiNT2b85gLaDyPsO 5-0-0 Smb•1.132 2 600 T1 a Bt 3 2�< 5�ap LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefi L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.39 Vart(LL) -0.03 1-3 >999 240 MT20 244/190 TCDL TO Lumber Increase 1.25 BC 0.21 V:1t TL) -0.05 1-3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 Na Na BCDL 5.0 Code FBC20101TP12007 (Matrix) Weight:15 Ib FT=20% LUMBER: BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed dunn Wss erection in accordance with Stabilizer Installation uide. REACTIONS (ib/size) 1=127/0-5-8(min.0-1-8),2=104/Mechanical,3=24/Mechanical Max Harz 1=78(LC 8) Max Uplifl1=62(LC 8),2=-104(LC 8) Max Grav 1=151(LC 2),2=127(LC 2),3=71(LC 3) FORCES j(lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. \�\ `vs S•k NOTES (7-9) \\ ��•' �CEN$F 1)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=156;Cat.ll;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) •• i gable aInd zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 1 7C 2)This tn{ss has been designed fora 10.0 psi bottom chord live load nonconcurrent with any other live loads. 869 _ 3)•This Muss 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 (r bottom I Nord and any other members. 4)All bea iings 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 62 Ib uplift at joint 1 and 104 Ib uplift at joint 2. =�0 W' 6)"Semi-lglid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. ��v��v...11l 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 respontlibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:\Asually graded lumber designation SP,represents new lumber design values as per SPIE. •• ••F( P •, ��; 9)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd,Boynton Beach,FL 33435 sS .• OR1D •.!``�j`\ LOAD CASE(S)Standard October 25,2012 A WAIWING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7493 BEFORE USE. Design valid for use only with Mgek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity,of the Julius Lee PE. erector'„Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 109 Coastal Bay fabrics`ion,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB•89 and BCSII Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,5153 D'Onono Drive,Madison,WI 53719. Job Truss Truss Type Ory Ply 16061217 446346 EJO1 Jack-Partial Truss 9 1 Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 5 Jul 312012 MiTek Industries,Inc.Thu Oct 25 13:50:24 2012 Page 1 I D:HplOF4Z6f6iroP_DJBOg48yPv9K-E4zH2OC 1 Y41vpcEUNIYxnNog3XGIrNYubPJSe6yPsO -1-40 7-0- 7-0-0 -0-7-0 0 Sob•1:16.6 400 F2 2 B1 h4= LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.78 Vert(LL) -0.12 2-4 >663 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.46 Vert(TL) -0.21 2-4 >379 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 Na n/a BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight:24 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation nuide. REACTIONS (Ib/size) 3=140/Mechanical,2=258/0-5-8(min.0-1-8),4=34/Mechanical Max Harz 2=96(LC 8) Max Uplift3=-91(LC 12),2=-118(LC 8) Max Grav 3=171(LC 2),2=309(LC 2),4=101(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. , NOTES (7-9) \� J� \GENSF 1)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;Cat.II;Exp C;Encl.,GCpl=0.18;MWFRS(envelope) i i and C-C Exterior(2)zone;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 34869 3)'This truss has been designed fora live load of 20.opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 4)All bearings are assumed to be SP No.2 crushing capadty of 565 psi. sty 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 91 Ib uplift at joint 3 and 118 Ib uplift at joint 2. i LU 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. STATE OF •'`�\ 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPI B. •• •.�L ORID P' •r \ 9)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 rs •.,••••,. \v�\ LOAD CASE(S)Standard October 25,2012 A WARNING-Vor jfy destgn p--t—and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M1I-7473 BEFORE USE. Design valid for use only with Mgek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector.Additional pemlanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss Truss Type Qty Ply 16061218 446346 EJ02 Jack-Closed Truss 13 1 Job Reference o bona Builders FiMtSource, Jacksonville,FI 32244 7.350 s Jul 312012 MiTek Industries,Inc.Thu Oct 25 13:50:26 2012 Page 1 -1-4-0 ID:HplOF4Z6f6iroP_DJBOg48yPv9K-AT51 SiEH3i?d3wOtUSaPtohCOLrwJH2B3jo74?yPsO 1-4-0 13-0 sora=r.u.o 2v4 II 3 4.00 Wt T1 2 t Bt 2x4- b4 I o-B-o 0-6-0 LOADING(psf) SPACING 2-0.0 CSI DEFL in (loc) I/dell Ltd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.68 Vert(LL) 0.12 2-4 >516 240 MT20 244/190 TCDL " 7.0 Lumber Increase 1.25 BC 0.90 Vert(TL) 0.10 2-4 >601 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight:20 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, except end verticals. BOT CHARD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 4=124/Mechanical,2=209/0-3.8(min.0.t-8) Max Harz 2=107(LC 8) Max Uplift4=-137(LC 8),2=-214(LC 8) Max Grav4=147(LC 2),2=250(LC 2) FORCE$ (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ��\ V S S• `�� NOTES (7-9) �� w.• \CEN$F •`.�� i 1)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) gable nd zone and C-C Extedor(2)zone;cantilever left exposed;porch left and right exposed;C-C for members and forces 8 MWFRS for reactions y 1 show Lumber DOL--1.60 plate grip DOL=1.60 7� 869 2)This s Ir s has been designed fora live psi bottom chord live load bottom chord in al with any other live loads. 3)•This)cuss 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 the61; N` bottom chord and any other members. 4)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. '•T1 1 r.= 5)Providb mechanical connection(by others)of truss to bearing plate capable of withstanding 137 Ib uplift at joint 4 and 214 Ib uplift at joint 2. N W 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. STATE OF ••._�� 7)This atanufactured 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. •,••F(OR��P •, \ 8)Note:'Visually graded lumber designation SP,represents new lumber design values as per SPIB. -� _ 9)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 /V� •• A• LOAD CASE(S)Standard / /ONj- "_ October 25,2012 A MilRIVING-Verify design paters andREAD NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MH-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive.Morison,W 153719. Job Truss Truss Type Qty Py 16061219 446346 HJO1 Diagonal Hip Girder 2 1 Job Reference(optional) Builders FlrstSource, Jacksonville,FI 32244 7.350 s Jul 312012 MiTek Industries,Inc.Thu Oct 25 13:50:28 2012 Page 1 I D:HplOF4Z6f6iroP_DJBOg48yPv9K-7sDotOFYbJFKIDYFctctyDmbj8dBn6ZTW1 HgntyPsO -1.10-10 5-4-12 lal21 5-4- 1-10.10 12 4-6-1 Scab•1221 fi 2011-2 0-x4 3 Ti S W1 2 LiB1 1 10 11 2 12 fi 5 2x4 II 3x0= 2x6= 5-4-12 9-10-13 5-4-12 4-6-1 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) -0.04 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.47 Vert(TL) -0.09 6-7 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.38 Horz(TL) 0.01 5 n/a We BCDL 5.0 Code FBC2010ITP12007 (Matrix) Weight:41 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-5-11 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation nuide. REACTIONS (lb/size) 4=110/Mechanical,2=394/0-7-12 (min.0-1-8),5=222/Mechanical Max Harz 2=136(LC 4) Max Uplift4=-108(LC 4),2=-311(LC 4),5=-127(LC 8) Max Grav 4=135(LC 2),2=471(LC 2),5=257(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. \\\ `v.7 �•k /�j/ TOP CHORD 2-8=-844/413,3.8=-786/415 �\ -`� ••. // BOT CHORD 2-10=-481/787,10-11=-481/787,7-11=-481/787,7-12=-481/787,6-12=-481/787 •••' GENS, '•.�� WEBS 3-7=0/254,3-6=-823/503 i NOTES (9.11) 34869 • r 1)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;Cat.ll;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) _ gable end zone;Lumber designed for a plate grip DOL chor _ N 2)This truss has been designed fora 10.0 psf bottom chord live load noncencurtent with any other live loads. LL 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 'A W bottom chord and any other members. ` 4)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 108 Ib uplift at joint 4,311 Ib uplift at joint 2 and 127 Ib uplift STATE OF at joint 5. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)46 Ib up at 4-3-11,46 Ib up at 4-3-11,and 59 Ib /j� v/ •• •G�\\ down-11,11lb 96 lb up at down and 2 lbOup at 4-3-1down 4ldlbd own atlb up 1 7-1-10 on 7-1-10,and 41 b drwn at 7-1 10-10 onup tbot bottom chord.The des gn/selecti nown and of such 2 Ib up at //// NIA 1„\\v\ \\ connection device(s)is the responsibility,of others. 8)In the LOAD CASE($)section,loads applied to the face of the truss are noted as front(F)or back(B). 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 10)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIE. 11)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard 1)Regular.Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pIf) Vert:1-4=-44,2-5=-10 Concentrated Loads(lb) Vert:8=8(F=4,B=4)9=-96(F=-48,B=-48)10=7(F=3,B=3)11=-7(F=-4,B=-4)12=-27(F=-14,B=-14) October 25,2012 A WARNING-Vargy design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MH-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for on individual building component. Applicability of design poramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Crtteda,DSB-89 and BC511 Building Component Boynton Beoch,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofdo Drive,Madison,WI 53719. Job Truss Truss Type Qty Ply 18081220 HJ02 Diagonal Hip Girder 2 T- 446346 eference o Oona Builder iFtrstSource, Jacksonville,FI 32244 7.350 s Jul 312012 MiTek Industries,Inc.Thu Oct 25 13:50:30 2012 Page 1 ID:HplOF4Z6f6iroP_DJBOg48yPv9K-3ELY14Ho7wV2XXiejlfL 1 estGyDiF51 m_LmmsmyPs -1-1a10 7.rr t-tato 7-5-2 Sob=1:11) 4x6 1 3 2B3�-2 0 W1 TI 2 B1 9 1p 6 6— 3.4 115 — 0-1 t-5 41 LOADING(psf) SPACING 2-0.0 CSI DEFL in (loo) I/deb L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) -0.08 2-6 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.85 Vert(TL) -0.12 2-6 >672 180 BCLL , 0.0 Rep Stress Incr NO WB 0.00 H m((TL) 0.00 6 n/a n/a BCDL 5.0 Code FBC2010rrP12007 (Matrix) Weight:28 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation uide. REACTIONS (ib/size) 6=184/Mechanical,2=264/0-4-15 (min.0.1-8) Max Harz 2=109(LC 4) Max Uplift6=-196(LC 4),2=-243(LC 4) Max Gray 6=218(LC 2),2=324(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. \\\ V S S•K NOTES 9-11 1)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) •• i gable 9nd zone;cantilever left exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 1 1 _ 2)This trWss has been designed fora 10.0 psi bottom chord live load nonconcument with any other live loads. %/j/r'1 X869 •'. 7C -� 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom]chord and any other members. N = 4)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. — LL 5)Provid0 mechanical connection(by others)of truss to bearing plate capable of withstanding 196 Ib uplift at joint 6 and 243 Ib uplift at joint 2. ' !r. 6)"Semi-hgid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. W ` 7)Hangens)or other connection device(s)shall be provided sufficient to support concentrated load(s)33 Ib down and 38 Ib up at 1-9-15,33 Ib down and i STATE OF 38 Ib up at 1-9-15,and 9 Ib down and 56 Ib up at 4-7-15,and 9 l down and 56 Ib up at 4-7-15 on top chord,and 24 Ib down and 16 Ib up at 1-9-15,24 Ib down and 16 Ib up at 1-9.15,and 76 Ib down and 35 Ib up at 4-7-15,and 16 Ib down and 35 Ib up at 4-7-15 on bottom chord. The design/selection of '.•FL ORID P \�� such connection device(s)is the responsibility of others. �l• \� 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ••''•'' 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the O \ \ responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ////S/ / N A` \ \ \ 10)Note:visually graded lumber designation SP,represents new lumber design values as per SPIB. 11)Truss;Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniforrp Loads(plo Vert:1-3=-44,3-4=-14,2-5=-10 Concentrated Loads(lb) Vert:7=33(F=17,B=17)8=-14(F=-7,B=-7)9=18(F=9,B=9)10=-10(F=-5,B=-5) October 25,2012 ,A WVVVING-Vo N design parnmet—and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 BEFORE USE. Design;valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. ereclot.Additional permanent bracing of the overall stn cture is the responsibility,of the building designer.For general guidance regarding 1 109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component Boynton Beach,Fl 33435 Safety Information available from Truss Plate Institute,583 D'Onofdo Drive.Madison.WI 53719. Job Truss Truss Type Dry Pty 16061221 446348 HJ03 Diagonal Hip Girder 2 1 Job Reference(optional) Builders FirstSource, Jacksonville,F132244 7.350 s Jul 312012 MiTek Industries,Inc.Thu Oct 25 13:50:30 2012 Page t ID:HplOF4Z6f6iroP_DJBOg48yPv9K-3ELY14Ho7wV2XXiejlfL 1 esr3yGXF51 m_LmmsmyPsO -1-10-10 7-7-13 ` 1.10-to 7-7-13 8 3 n_2 T1 -fj 1 nl .1 1 7 B B 9 7-7u--13 O-6-Y 2 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) -0.16 2-4 >546 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.67 Vert(TL) -0.31 2-4 >286 180 BCLL 0.0 ' Rep Stress Inor NO WB 0.00 Horz(TL) -0.00 3 Na n/a BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight:261b FT=20 LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation ouide. REACTIONS (Ib/size) 3=235/Mechanical,2=310/0-7-12 (min.0.1-8),4=71/Mechanical Max Harz 2=111(LC 4) Max Uplift3=-247(LC 8),2=-260(LC 4) Max Grav 3=288(LC 2),2=373(LC 2),4=186(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. fo, NOTES (9.11) \GENSic1)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;Cat.II;Exp C;End.,GCpi=0.18;MWFRS(envelope) gable end zone;Lumber DOL=1.60 plate grip DOL=1.60 2)Thistrusshas been designed fora 10.0 psf bottom chord live load nonconcurrenlwith any otherlive 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 thebottom chord and any other members.4)Allbearings 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 247 Ib uplift at joint 3 and 260 lb uplift at joint 2. w6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.7)Hangers)or other connection device(s)shall be provided sufficient to support concentrated load(s)46 Ib up at 4-3-11,46 Ib up at 4-3-11,and 73 IbTATE OFdown and 105 Ib up at 7-1-10,and 59 Ib down and 96 Ib up at 7-1-10 on top chord,and 10 lb up at 1-5-12,10 Ib up at 1-5.12,11 Ib down and 2 Ib up at �4-3-1t,11 Ib down and 2 Ib up at 4-3.11,and 41 lb down at 7-1-10,and 41 Ib down at 7-1-10 on bottom chord. The design/selection of suchL ORtDconnection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the /�� �O NN- responsibility of the building designer per ANSI TPI t as referenced by the building code. 10)Note:Visually graded lumber designation SP,represents new lumber design values as per SPI B. 11)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Inerease=1.25 Uniform Loads(plf) Vert:1-3=44,2-4=-10 Concentrated Loads(lb) Vert:5=8(F=4,B=4)6=-108(F=-48,B=-60)7=7(F=3,B=3)8=-7(F=-4,B=-4)9=-27(F=-14,B=-14) October 25,2012 ® WARNING-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIM-7473 BEFORE USE. Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design poramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 'for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute.583 D'Onofrio Drive,Madison,WI 53719. Job Truss Truss Type Qty17JOb 16081222 446348 T01 Hip Truss 1 Reference o Bona Builders FirstSource, Jacksonville,FI 32244 7.350 s Jul 312012 MiTek Industries,Inc.Thu Oct 25 13:50:33 2012 Page 1 ID:HplOF4Z6f6iroP_DJBOg48yPv9K-TpOhw5JgQrtdO_QDPQC2fGUKP9K?SGoDgl?RS5yP -1-M-o 7-a0 12-1-15 TJ-�_7 22-4-0 2a� 1-4-0 7-0-0 5-1.15 5-0-3 5.1-15 7-0-0 Soak=15].2 Bv8= 2x4 I 3x4= 6x6= 460 ] 4 18 8 8 1 1 2 01 2 e Id Sv8= 3 II 21 22 =13 24 11 10 Z 4x12 25 28 B 5x6= 7.14 M—H wa= .411 ]xa= 7-0-0 12-1-15 17-2-1 22-4-0 29-4-0 7-0-0 5-1-15 5-0-3 5-1-15 7-0-0 Plate Offsets X Y: 2:0-4-0 0-2-10 :0-4-0 0-2-6 6:0-4-0 0-2-G 7:0-4-2 0-0-0 10:0-3-8 0-1-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud F.T20 ATES GRIP TCLL . 20.0 Plates Increase 1.25 TC 0.93 Vert(LL) -0.43 10-12 >804 240 244/190TCDL , 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.84 10-12 >414 180 2011 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.83 Hom(TL) 0.14 7 We n/a BCDL 5.0 Code FBC2010ITP12007 (Matrix) ight:165 Ib FT=20 LUMBER BRACING TOP CHORD 2x4 SYP No.1*Except* TOP CHORD Structural wood sheathing directly applied. T2:2x6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-5-14 oc bracing. BOT CHORD 2x6 SYP SS MiTek recommends that Stabilizers and required cross bracing be installed WEBS 2x4 SP No.3 Burin Wss erection in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1612/0-5-8(min.0-2-4),7=1647/0-5-8(min.0-2-5) Max Harz 2=-34(LC 7) Max Uplift2=-711(LC 4),7=-754(LC 5) M.. Max Grav 2=1909(LC 2),7=1951(LC 2) `L` S. v.7 r\ / FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. eo ;GENSTOPCHORD 2-3=-516411844,314=-6584/2388,14-15=-6585!2389,4-15=-6587/2389,4-16=-6585/2388, F16-17=-6585/2388,17-18=-6585/2388,5-16=-6585/2388,5-19=-6645/2436,19-20=-6643/2435,6-20=-6642/2435,6-7=-5292/1975 BOTCHORD 2.13=-1713/4844,13.21=-1708/4820,21-22=-1708/4820,12-22=-1708/4820,12-23=-2372/6643, 348692324=-2372/6643,11-24=-2372/6643,10-11=-2372/6643,10-25=-1805/4943,25-26=-1805/4943, 9-26=-1805/4943,7-9=1810/4966 _ ryWEBS ! 313=-80/535,312=-705/2047,4-12=-658/329,5-10=-659/314,6-10=-618/1957,6-9=-75/531W_NOTES (12-14)1)Unbalanced roof live loads have been considered for this design. , TATE OF �2)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;Cat.Il;Exp C;Encl.,GCpi=0.18;MWFRS(envelope);Lumber DOL=1.60 plate grip DOL=1.60 LORID3)Providb adequate drainage to prevent water ponding. •••••• �� \�� 4)All platies 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)All beatings are assumed to be SP No.2 crushing capacity of 565 psi. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 711 Ib uplift at joint 2 and 754 Ib uplift at joint 7. 9)"Semi-figid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)Hangon(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)117 Ib down and 98 Ib up at 7-0-0,117 Ib down and 98 Ib up at 9-0-12,117 Ib down and 98 Ib up at 11-0-12,117 lb down and 98 lb up at 13-0-12,117 Ib down and 98 Ib up at 14-8-0,117 Ib down and 981b Lp at 16.34,117 Ib down and 98 Ib up at 18-34,and 117 Ib down and 98 Ib up at 20-3-4,and 238 Ib down and 213 Ib up at 22-4-0 on top chord ,and 294 Ib down and 127 Ib up at 7.0-0,71 Ib down at 9-0-12,71 Ib down at 11-0-12,71 Ib down at 13-D-12,71 Ib down at 14-8-0,71 Ib down at 16-34,71 Ib down at 18-34,and 71 Ib down at 20-3-4,and 294 Ib down and 127 Ib up at 22-3-4 on bottom chord.The design/selection of such conngc ion device(s)is the responsibility of others. 11)In Nei LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 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:M isually 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 CTSE(S)Standard October 25,2012 A W4RNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenfers 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 1 109 Coastal Bay fabrication,quality control,staoge,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss Truss TypeOry PIY 16061222 446346 T01 Hip Truss 1 1 �JoRelererrce(optiorrsl]ib Builders FirslSouroe, Jacksonville,FI 32244 7.350 s Jul 312012 MiTek Industries,Inc.Thu Oct 25 13:50:33 2012 Page 2 ID:HplOF4Z6f6iroP_DJBOg48yPv9K-TpOtlw5JgQrtd(DQDPQC2fGUKP9K?SGoDgl?RS5yPs LOAD CASE(S)Standard 1)Regular Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-44,3-6=-44,6-8=-44,2-7=-10 Concentrated Loads(lb) Vert:3=-96(B)6=-162(B)11=-24(B)13=-236(B)9=-236(6)14=-96(B)15=-96(B)16=-96(B)17=-96(B)18=-96(8)19=-96(B)20=-96(B)21=24(B)22=-24(B)23=-24(6)24=-24(B)25=-24(B) 26=-24(B) A WARNING-Verify design p-tars and BEAD NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MU-9473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based any 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 constructions the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Qualtiy Criteria,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive.Madison,WI 53719. JoD Thus =Truss Type Qty Ply18081223 446346 T02 russ 1 1 �Job Reference o bona Builders FirstSource, Jacksonville,FI 32244 7.350 s Jul 312012 MiTek Industries,Inc.Thu Oct 25 13:50:35 2012 Page 1 ID:HplOF4Z6f6iroP_DJBOg48yPv9K-OC8RLnLxyT7LelabWrE WkhZo2zzl wJPV7cUXXzyPsO 1-4-0 -0 4-10.14 9.0.0 14-&0 20-4-0 24 29-4-0 't0.&0 1-4-0 4-10-14 4-1-2 58-0 58-0 4-1-2 4-10.14 X1-4-0 ] - 5x8- xx4 II 5x6= 4 5 6 400 pea zx4 3 � 0 9 ,m 12 ] _ ] 1 10 7-8-14 14-8-0 21-7-2 29-4-0 7-8.14 6-11-2 6-11-2 7-8-14 Plate Offsets MY):: 2:0.1-10 Ede :0.t-10 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) 0.26 12 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.64 Vert(TL) -0.41 12-13 >840 180 BCLL j 0.0 ' Rep Stress Ina YES WB 0.22 Horz(TL) 0.11 8 Na Na BCDL 5.0 Code FBC2010fTP12007 (Matrix) Weight:134 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-57 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-57 oc bracing. WEBS ' 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=848l0.S8(min.0.1-8),8=848/0.58(min.0.1-8) Max Harz 2=41(LC 12) Max Upiift2=-314(LC 8),8=-314(LC 9) Max Gray 2=1008(LC 2),8=1008(LC 2) FORCER (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2449/1307,3-4=-2183/1149,4-5=-2332/1285,56=-2332/1285,6-7=-2183/1149, \ J ,GENS 7-8=2449/1307 \ ,• F•• •, BOTCHPRD 2-13=-1148/2274,12-13=-909/1929,11-12=-916/1942,10.11=-916/1942,8-10=-1164/2303 WEBS i 3-13>303/248,4.13=-75/280,4-12=-227/546,512=-3441248,6-12=-227/546,510=-75/2130, 7.10=-303!249 34869 NOTES (9-11) _•0 1)Unbalanced roof live loads have been considered for this design. ±•-t••t � I'WI= 2)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;Cat.11;Exp C;End.,GCpi=0.18;MWFRS(envelope) N ���///���///JJJ and GjC Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide STATE OF adequate drainage to prevent water ponding. i \ 4)This tryss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •• �(ORIDP \ 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the lQ ., bottom chord and any other members. / "S V •�� \\ 6)All hearings are assumed to be SP No.2 crushing capacity of 565 psi. A \ 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 314 Ib uplift at joint 2 and 314 Ib uplift at joint 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 code. 10)Note:!Visually graded lumber designation SP,represents new lumber design values as per SPIB. 11)Truss,Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard October 25,2012 A WARNING-Verify design ju-iv-and READ NOTES ON TRIS AND INCLUDED MfTEB REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown.and is for an individual building component. Applicability of design paramenlers and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for kjferal support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity,of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB•89 and SCSI1 Building Component Boynton BeaCh,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive.Madison,WI 53719. Job Truss Truss Type Oty Pry 1606122/ 446346 T03 Hip Truss 1 1 Job Reference o bona Builders FirstSource, Jacksonville,FI 32244 7.350 s Jul 312012 MITek Industries,Inc.Thu Oct 25 13:50:39 2012 Page 1 I D:HplOF4Z6f6iroP_DJBOg4ByPv9K-IzNyB90ROhen6vuMlhJSuXkSYaLwsBw52ESlgkyPSO 1 4 0 5-10-14 11-0-0 18-4-0 23.5-2 29-4-0 30-8-0 1 5-10-14 5-1-2 7-4-0 5-1-2 5-10-14 1.4.0 6cek•153.1 Sr8- Sxfi= 4 S 400 12 2.4 1 .4 3 6 7 2 C 12 0 9 3x11= 3y4= 3y4= 3,4= .4 7-8-14 14-8-021-7-2 29.4-0 7-8-14 6-11-2 6-11-2 7-8.14 Plate Offsets X Y: :0-1-10 Ede :0.1-10 Ed e LOADING(psi) SPACING 2-0.0 CSI DEFL in (loc) Wait Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) 0.22 11 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.65 Vert(TL) -0.35 11-12 >987 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.15 Horz(TL) 0.11 7 Na n/a BCDL 5.0 Code FBC2010/rP12007 (Matrix) Weight:130 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins. T2:2x4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 5-5.12 oc bracing. BOT CHORD 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed WEBS 2x4 SP No.3 Burin truss erection in accordance with Stabilizer Installation oulde. REACTIONS (Ib/size) 2=848/0-5-8(min.0-1-8),7=848/0-5-8(min.0-1-8) Max Harz Max Upli82=4307(LC 8),7=-307(LC 9) Max Grav 2=1008(LC 2),7=1008(LC 2) �\ `\v S V / FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. �\ \� \CENSF •, TOP CHORD 2-3=-2426/1301,3-4=-2211/1197,4-5=-182911028,5-6=-2211/1197,6-7=-2426/1301 .' BOT CHORD 2-12=-113612248,11-12=-834/1767,10-11=-837/1774,9-10=-837/1774,7-9=-1152/2277 ••1 WEBS 3-12=-3231268.4-12=-190/416,5-9=-190/416,6-9=-323/268 = 34869 7C _ NOTES ( 1)Unbalanceded roof live loads have been considered for this design. --0 2)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=1511;Cat.II;Exp C;Encl..GCpi=0.18;MWFRS(envelope) _.{•1 ' and C-C Exterior(2)zone;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed fora 10.0 psi bottom chord live load nonconcurrent with any other live loads. i STATE OF 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the ' bottom chord and any other members. .(1 '•."LORO- P.•�G`�� 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 307 Ib uplift at joint 2 and 307 Ib uplift at joint 7. / A G \\ 8)"Semi-rigid pitchbreaks including heels"Member and fixity model was used in the analysis and design of this truss. //�O NA 9)This manufactured product is designed as an individual building component.The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 10)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 11)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard October 25,2012 A WARNING-VoriJg design parwmete and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MN-7473 BEFORE USE. Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design poromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay lobricotion,quality control,storage,delivery,erection and bracing,consult ANSI/TPII quality Criteria,DSO-89 and 6CSI1 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute.583 D'Onofrio Drive,Madison,WI 53719. Job Truss Truss Type IQy ply 16061225 446348 T04 Hip Truss 1 1 Job Reference(optionali Builders FirstSource, Jacksonville,Fl 32244 7.350 s Jul 312012 MiTek Industries,Inc.Thu Oct 25 13:50:41 2012 Page 1 15-10:14 13-0-0 ID:HplOF4Z6f6iroP_DJBOg48yPv9K-EMVicgpiXJuuMD11t6LwzypoX001 KzfOVYxsjdyPs. 1-4-0 6-10.14 6-1-2 3-4-0 6-1-2 6-10.14 -1532 5.6= .6 5 11112- .4 60I s .4 3 6 d r 6 �� 12 0 9 d ]x6= 3x4= 3rd= 3x4= 3x0= 3M= 7-8-14 14-8-0 21-7-2 29-4-0 7-8-14 6-11-2 6-11-2 7-8-14 Plate Offsets X Y: 2:0-1-10 Ed a :0.1-10 Ed e LOADING(psf) SPACING 2-0.0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) 0.22 11-12 >999 240 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.65 Vert(TL) -0.35 11-12 >986 180 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.10 7 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:133 lb FT=20 LUMBER' BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5.5-8 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation guide. REACTIOPJS (Ib/size) 2=848/0.5-8(min.0.1-8),7=848/0.5-B(min.0.1-8) Max Horz 2=57(LC 12) Max Uplift2=-300(LC 8),7=-300(LC 9) \`\;•( (((/// Max Grav 2=1008(LC 2),7=1008(1-C 2) \\`� vS S.K. FORCES j(lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. \\ -\�� ,. •• ,• < // TOP CHC}RD 2-3=-2405/1295,3.4=-2304/1300,4-5=-1628/963,5-6=-2304/1300,6-7=-240511295 \ �V•.• �CEN$F'•.�� BOT CHdRD 2-12=-1125/2225,11-12=-725/1581,10-11=-726/1583,9-10=-726/1583,7-9=-1140/2254 i WEBS 3-12=-382/315,4-12=-391/694,5.9=-391/694,6-9=-382/315 NOTES I(9-11) 34869 1)Unbalanced roof live loads have been considered for this design. - 2)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) and C4 Exterior(2)zone;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL--1.60 'Tl I r r 3)Providq adequate drainage to prevent water ponding. N LU ...111 •:� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This t}uss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the STATE OF bottom Iand any other members. F(OR►D 6)All beary'ngs ngs are assumed to be SP No.2 crushing capacity of 565 psi. 7)Provider mechanical connection(by others)of truss to bearing plate capable of withstanding 300 Ib uplift at joint 2 and 300 Ib uplift at joint 7. ��s •• 1 ! \\ 8)"Semi-r(gid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. / - �i \ 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the ///O�("A 1 responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 10)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIE. 11)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard October 25,2012 A WARNING-Verify design pan¢mat-and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MH-7473 BEFORE USE. Design Valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicdbility of design paromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 7 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 109 Coastal Bay fabrico ion,quality control,storage,delivery,erection and bracing,consult ANSI/TPI7 quality Criteria,DSO-89 and OCSIi Building Component Boynton Beach,FL 33435 Safety l4f-0111011 available from Truss Plate Institute,583 DOnofdo Drive,Madison,WI 53719. Job Truss TCommon russ Type Ory Pry 6061226 448348 T05 Truss 11 1 Job Reference o tional Builders FirstSource, Jacksonville,FI 32244 7.350 s Jul 312012 MiTek Industries,Inc.Thu Oct 25 13:50:43 2012 Page 1 ID:HplOF4Z6f6iroP DJBOg48yPv9K-BkdT1WRy3wBCbXB8_XO03Nu5zBfAovLhzsQyoWyPs. -1-4-0i 7-4-0 14-8-0 22-0-0 29-4-0 30.8-0 '1-4-0 7-4-0 7-4-0 Sub•1516 46= 4 CO 5 3x5 5 6 .4 b4 i 3 z e a (�5 u n io 3x6= 3x4= 3.4= 3x4= Jx6= 9-9-5 19-6-11 29-4-0 ' 9-9-5 F 9-9-5 -- 9-9-5 Plate Offsets MY):: 2:0-1-10 Ede 8:0-1-10 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Hall L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) -0.25 2-12 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.88 Vert(TL) -0.50 2-12 >695 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(TL) 0.10 8 n/a Na BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:124 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-4-9 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation quids. REACTIONS (Ib/size) 2=848/0.5-8(min.0.1-8),8=848/0-5-8(min.0-1-8) Max Hoa 2=64(LC 16) Max Up1itt2=-293(LC 8),8=-293(LC 9) Max Gray 2=1008(LC 2),8=1008(LC 2) \\�\ \�L+ �•� ///// FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. �� -`�. •7 '•. // TOP CHORD 2-3=-2395/1326,3-4=-2074/1146,4-5=-2017/1158,5-6=-2017/1158,6-7=-2074/1146, ` •.• \CENSE ••�� 7-8=-2394/1326 BOT CHORD 2-12=-115412220,11-12=-658/1441,10-11=-658/1441,8-10=-1167/2245 WEBS 5.10=-309/634,7-10=-492/401,5-12=-309/634,3-12=-492/401 * 34869 NOTES (8-10) rnv/•- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;Cat.ll;Exp C;End.,GCpi=0.18;MWFRS(envelope) ((J and C-C Extedor(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 : /r, 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads. 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the STATE OF "cJ ,•�`_\ bottom chord and any other members. '• F(OR1D Q. , 5)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. ( •., ,. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 293 Ib uplift at joint 2 and 293 Its uplift at joint 8. /j v/ •G� \� 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. // N A1- v\\� 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the /(j()I responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 10)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard October 25,2012 A WARNING-Verify design paramet-and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE AUT-7473 BEFORE USE. Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design poramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is far lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute.583 D'Onofdo Drive.Madison,WI 53719. Job Truss Truss Type Qty Ply 16081227 446346 TD6 Common Truss 6 1 Job Reference Bona BuildersTirstSource, Jacksonville,F132244 7.350 5 Jul 312012 MiTek Industries,Inc.Thu Oct 25 13:50:45 2012 Page 1 ID:HplOF4Z6f6iroPDJBIJg48ypv9K-771DSCSCbXOwggLWBxQs8ozOG?KWGOR QAv3tOyPs? -14-0 7-4-0 14-8-0 _22-0-0 2944 1-4-0 7-4-0 7-4-0 7-4-0 7-4-0 '1 400� h6 5 3v5 4 .4 h4 6 Z ' to 9 0 396— 3s4= Jx4= .4 9-9-5 19-6-11 29-4-0 9-9-5 9-9-5 9-9-5 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loo) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.81 Vert(LL) -0.28 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.93 Vert(TL) -0.56 7-8 >623 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.34 Hoa(TL) 0.11 7 n/a Na BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight:122 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 7=782/Mechanical,2=855/0-5-6(min.0-1-8) Max Harz 2=70(LC 12) Max Uplift 7=-230(LC 9),2=-294(LC 8) ! Max Gray 7=927(LC 2),2=1016(LC 2) FORCES; (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. \\\\` V S �•k / /j// TOPCHORD 2-3=-2418/1345,3-4=-2098/1166,4-5=-2041/1178,5-6=-2113/1197,6-7=-2446/1378 BOT CHORD 2-1 D=-120512242,9.10=-696/1438,8-9=-69611438,7-8=-1241/2273 ENS,,, / WEBS 5-8=-333/654,6-8=-515/428,5-10-3081633,3-10=-492/402 \ �J,•'' �\ i NOTES ' (8-1 1) * ►/(/%/'' 34869 1)Unbalanced roof live loads have been considered fdesign. 2)Wind:ASCE 7.10;130mph(3-second gust)Vasal=101m101mph;TCDL=4.2psf;BCDL=3.Opsf;h=15tt;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) n/and C-C E-xtenor(2)zone;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i?i f I 4)•This*uss 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 U'` bottom chord and any other members. 5)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. STATE OF i 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 230 16 uplift at joint 7 and 294 Ib uplift at joint 2. •�••• •,FC OR{D P' `�\ 7)"Semi-figid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. V-� .,•••••_• `�\\ 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the /j/ C1\\ responsibility of the building designer per ANSI TPI 1 as referenced by the building code. / Q \ 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. //� -A-� \\ 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 25,2012 A W-41WING-Varj fy design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MLI-7473 BEFORE USE. Designivolid for use only with M,Tek 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 far lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCS1I Building Component Boynton 8each,FL 33435 Safety istormation available from Truss Plate Institute,583 D'Onofrio Drive,Madison.WI 53719. Job Truss Truss Type Qty Ply 16061228 446346 T07G GABLE 1 1 Job Reference o tions Builders FfrsiSource, Jacksonville,F132244 7.350 s Jul 312012 MiTek Industries,Inc.Thu Oct 25 13:50:49 2012 Page 1 I D:HplOF4Z6f6iroP_DJBOg48yPv9K-?u_kHa\)fmuMJSfHLnUole851cmvCVbZLotHO9yPs? -1-4-0 5-5-3 10-o-Q 14-8-0 19-3-7 23-10-13 29-4-0 i30-8-0 1-4 0 5-5-3 4-7-7 4-7-7 4-7-7 4-7-7 9x5= 2xa II h4 It to 11 h+II h4 I 0 13 53x5 2x4 II 5 13 h4 II 14 2xq II 2+ 5 15 5 7 5x0 _ 318 5x0 100 3v+ 1.+ + ' +II x+11 11] 3x+� 7 h9 II 32 h+II T 35 1 4 II 3 5x19% 21 40 267.10= 25 47 40 29 23 40 22 21 50 20 3x9= zx9 II 2.4 II 5x8= 8x5 2x4 II 7x10= 2x9 II 3x4— 5x1+ 8- 5-5-3 10-0-9 14-8-0 19-3-7 23-10-13 28-8-0 2 4- 8- 4.43 4-7-7 4-7-7 4-7-7 4-7-7 4.9-3 8- Plate Offsets X Y: 2:0-10-12 Ed a [2:0-7-0.0-1-131,[3:0-2-0,0-2-81,[17:0-2-0.0-2-81, 18:0.10.12 Ed a [18:0-7-0,0-1-131. 21:D-3-0 0-2-4 26:0-30 0-2-4 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deb L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.78 Ven(LL) 0.51 24.25 >695 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.61 Vert(TL) -0.57 24.25 >614 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.78 Horz(TL) 0.13 18 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix-M) Weight:207 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SYP No.1 TOP CHORD Structural wood sheathing directly applied or 2-5-15 oc purlins. BOT CHORD 2x6 SYP SS BOT CHORD Rigid ceiling directly applied or 3-11-9 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):29,33 OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed cl 'n rection i accordance with Stabilizer InstalInstallallon cluide. REACTIONS (Ib/size) 2=1653/0-3-8 (min.0-2-5),18=1653/D-3-8(min.0-2-5) Max Horz 2=Max Uplft2=10 ) 662(LC4),18=-1661(LC 5) \\�\v11•( G+'�•, ///�/ Max Grav 2=1971(LC 2),18=1971(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. `\ `V•. �CENSl�'•.�.C\ j TOP CHORD 2-38=-506/458,2-2=-5245/4347,2-3=-5182/4318,3-4=-5133/4306,4-5=-4612/3825, �, •7 \� i i 5-6=-4636/3889,6-7=-458913864,7-8=-334812777,8-9=-3327/2787,410=-331512796, = � ',•� i 10-11=-3315/2797,11-12=-332712788,12-13=-3348/2778,13-14=-4589/3861,14-15=-4635/3886, 869 15.16=-4611/3823,16.17=-5132/4304,17-18=-524514345,18-43=-506/459 34 BOT CHORD 2-39=-373/417,2-2=-4181/4998,2-27=-418014997,27-46=-4180/4997,26-46=-4180/4997, nn// 25-26=-3434/4178,25-47=-343414178,47-48=-3434/4178,24-48=-3434/4178,23-24=-3347/4178, 23-49=3347/4178,22-49=-3347/4178,21-22=-3347/4178,21-50=4093/4996,20-50=4093/4996, LU 18.20=-4095/4997,18-44=-373/417 :• 44/ -Z7, WEBS 10-24=-1657/1913.24-32=-1254/1121,32-33=-123011104,33-34=-1209/1087,13-34=-l197/1068, i � 13-21=-7531846,21.35=-7461662,16-35=-664/589,7-30=-1197/1069,29-30=•1210/1088, i STATE OF .�\ 28-29=-123111105,24-28=-125511122,7-26=-755/846,4-31=-664/588,26-31=-7461661 -('3 ••,FCORIDP (�� \ NOTES (12-14) /////v/ •••...• �\_\\\ anced roof e loads have been considered or s design. 2)Wind:ASCE 7-10;v130mph(3-second gust)Vasd=101 ml ph;TCDL =4.2psf;BCDL=3.Opsf;h=15ft;Cat.ll;Exp C;Encl.,GCpi=0.18;MWFRS(envelope) 1 O�(�(, gable end zone;cantilever left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Gable studs spaced at 1-4-0 oc. 5)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1662 Ib uplift at joint 2 and 1661 Ib uplift at joint 18. 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)345 Ib down and 352 Ib up at 5-3-0,137 Ib down and 147 Ib up at 7-3-12,137 Ib down and 147 Ib up at 9-3-12,137 to down and 147 Ib up at 11-3.12,137 Ib down and 147 lb up at 13-3-12,137 Ib down and 147 Ib up at 14-8-0,137 Ib down and 147 lb up at 16-0-4,137 Ib down and 147 lb up at 18-G-4,137 Ib down and 147 Ib up at 20-0.4,and 137 Ib down and 147 Ib up at 22-0-4,and 345 Ib down and 352 Ib up at 24-0-4 on bottom chord. The designiselection 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 an pane 2 October 25,2012 A WARNING-Verify design paramatara and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE JIW-7473 BEFORE USE. Design valid for use only with MBek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity,of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/TPI/Qualify Criteria,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job �Tmss Truss Type Oty ply 18081228 446348 T07G GABLE 1 1 Job Reference o bona Buikfers FirstSource, Jacksonville,Fl 32244 7.350 s Jul 312012 MiTek Industries,Inc.Thu Oct 25 13:50:49 2012 Page 2 ID:HplOF4Z6f6iroP_DJBOg48yPv9K-?u_kHaWjfmuMJSfHLnUole851cmvCVbZLotH09yPs? 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 h as referenced by the building code. 13)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIE. 14)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-10=-44,10-19=-44,2-18=-10 Concentrated Loads(lb) Vert:23=-114(F)24=-114(F)21=114(F)20=-288(F)26=-114(F)27=-288(F)46=-114(F)47=-114(F)48=-114(F)49=-114(F)50=-114(F) /)♦ WARNING-Verify design Paramet rs and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for Igterol support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity,of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fobricotion.quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI1 Building Component Boynton BeaC h,FL 33435 Safety Information available from Truss Plate Institute.583 D'Onofrio Drive,Madison,WI 53719. Job Tmss Truss Type Qty Ply 16061228 446348 T08 Hip Truss i 2 Job Referenceo Ilona Builders FirstBource, Jacksonville,F132244 7.350s Jul 312012 M,:ek Industries,Inc.Thu Oct 25 13:50:52 2012 Page t ID:HplOF4Z6f6iroP_DJBOg48yPv9K-QTgswbYbyhGwAvNsOw2VwHmhMplVPza01 m5xcUyPs? -1-1 9-4-10 12-6-0 31-6 2-3-9 1-8-2 239 3-1-b Scek•1 TJ.B Yrs= Srfi T] 900 111 .41 3.4 5 q T1 TI 2 A yyl yq W1 fi Ll a1 l ]xB= 11 12 9 B 7 13 - 1m10 II Us 3-1-65.4-15 7-1-1 9-4-10 12-6.0 3-1-6 2-3-9 1-8-2 2-3-9 3-1-6 Plate Offsets X Y: 13:0-5-4.0-2-81 LOADING(psi) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) -0.10 9 -999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.81 Vert(TL) -0.20 9 >724 180 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.04 6 n/a Na BCDL 5.0 Code FBC2010fTP12007 (Matrix) Weight:129 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied or 4-D-10 oc purlins. BOT CHORD 2x8 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS (lb/size) 1=2845/0-5-8(min.0-2-0),6=2788/0-5-8(min.0-1-15) Max Horz 1=-21(LC 13) Max Uplift l=-929(LC 4),6=-909(LC 5) Max Grav 1=3370(LC 2),6=3303(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=7511/2099,2-3=-6197/1778,3-4=-5984/1727,4-5=-6153/1763,5-6=-7329/2043 \GEN`gF BOT CHORD 1-11=-1979/7078,10-11=-1979!7078,10.12=-1979!7078,9-12=-197917078,8-9=-1702/6032, i 7-8=-1912/6907,7-13=-1912/6907,6.13=-1912/6907 y ••1 WEBS 2-10=-224/918,2-9=-1311/351,3-9=-535/1862,4-8=-504/1781,5-8=-1172/311,5-7=-1921020 34869 7C NOTES (12-14) 61;1)2-ply truss to be connected togetherwith tori(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. 1►r•t I r s Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc. N /W, Webs connected as follows:2x4-1 row at 0-9-0 oc. �W 2)All loads are considered equally applied to all plies,except if noted as front(F)or bade(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 bFORID Lads have been considered for this design. s •. P•''• tJ\�� 4)Wind:ASCE 7-10;130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf h=15ft;Cat.11;Exp C;End.,GCpi=0.18;MWFRS(envelope); // s/ ••""•"+• ! \� Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. ///p N A l- 10111110\\ )())j)\\ 6)This truss has been designed for a 10.0 psi bottom chord live load nonconcument 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-D-0 wide will fit between the bottom chord and any other members. 8)All bearings are assumed to be SP No.2 cashing capacity of 565 psi. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 929 Ib uplift at joint 1 and 909 Ib uplift at joint 6. 10)"Semi-rigid pitchbreaks inducting heels"Member end fixity model was used in the analysis and design of this truss. 11)Hangers)or other connection device(s)shall be provided sufficient to support concentrated load(s)917 Ib down and 240 Ib up at 1-2-12,917 Ib down and 240 Ib up at 3-2-12,917 Ib down and 240 Ib up at 5-2-12,231 Ib down and 118 Ib up at 5-4-15,231 Ib down and 118 Ib up at 7-0-5,917 Ib down end 2401b up at 7-2-12,and 9171b down and 240 Ib up at 9-2-12,and 917 Ib down and 240 Ib up at 11-2-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 12)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 13)Note:Visually graded lumber designation SP,represents new lumber design values as per 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 Continued on pang 2 October 25,2012 A WARNING-Ver(fy design pa—tars and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Ull-7473 BEFORE USE. Design valid for use only with Milek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity,of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSIT Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss Truss Type Qty Ply 448346 - T08 Hip Truss 1 16081229 2 Job Reference o tions SWIderWFlrstSource, Jacksonville,FI 32244 7.3500s Jul 3120 2 MiTek Industries,Inc.Thu Oct 25 13:50:52 2012 Page 2 ID:HplOF4Z6f6iroP_DJBOg48yPv9K-QTgswbYbyhGwAvNsOw2VwHmhMplVPza01 m5xcUyPs9 LOAD CASES)Standard 1)Regular.Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-44,3-4=-44,4-S=-44,1-6=-10 Concentrated Loads(lb) j Vert:10=-772(F)8=-947(F=-772,B=-175)7=-772(F)11=-772(F)12=-947(F=-772,B=-175)13=-772(F) A W*VIN0-11-ify design ju—t—and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PACE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown h is for eral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity,of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 109 Coastal Bay fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and SCSI)Building Component Boynton BeaCh,FL 33435 Safety information available from Truss Plate Institute.583 D'Onofrio Drive,Madison,WI 53719. Vv to N C N a � Z D x (A m m p ^ I I A p M> 0 Ate' > Q 0:3 ^ cc.2QO COL n 'p9 � �QQ- ('D O (D �oa(Qno N CL Z N Q9. O Q O 0 Q �•a :3O Q a V I O Q Iw• to Q Q O O, -O O (D Z WO 7 (D (D n n Qac'Dn O p c (O A QO �� O a p O CQ N C 0 0 0 � 0 f1 : �3� � (D (p� cD cND x c � � (D o0Qo m7 7 HCD o m D N2 ? � Q3 0 orD N.Q roQ � ogo �� oo ¢CD (D36 O ° 3 � c =m m m c: O=!:NW00 (Dp nQ '�Q� z QONj Q !Q 6 5. 'n 0 7 Q6Q Q0 -1 � (D (DQ Q. (D � 7 0 Q O 70 65,C)— _ 7 O 06 (D < (D 0 (D O O •7 (D N (D (D 0 Q�' 7 mo C � 0 (D R (0 = c (D c360 v� 0 NC o of x O 0 0 c O p Q N p' (Q v (009 10 TOP m v z(� TOP CHORD m �o G= a0 O 30 MOZ W�W �O/QN•� ` , Ci- CW'10 E. y 0 ay y Z Q _ AV ' M D y C =m 01 NZA y Wpn y(/) m n 1n A mO�U0m co� � 00 Cr p OO () r- m PWN OD Q DW2-7 m O`m :::1 O Q Q R1 O 10 v N O m c m 3 ° a z 3 n (D (Q 10 T Q N ti O p 0 T`G ° A o` v i o p ° f- y D oe `r N � W (D °' z O ° N ®CA) p Z m 3. W D D� 1 ° = ro 70O (4 H n (D X. H (D m OA R i 7 (D m 3 C4-5 A (D TOP CHORD Q �O V P (n A W N C? ^ DO v.°A -O NC N 00 n O w �0 -5'- =v n Nn NC �.0 DC7 00 n °°,v �z Q3 as Q ll ZN jDO< 0.<N �O O 0 °-O N� °:° ° ° O7 Q7 NN n ° y -No ON �° O.2 DQ 3 C. y� Q_. 0 7 m 3 a m =N 0 n o .< 0< 0. m (D 'o ° 7 0 �.° °-0- om 303 fN m� m m �m 4 m ° m y U, 0 — 0 0 7 =i ° 6 Q 7 v� 7 ° 3 S 7 O. j -..Q ° ' Q `D �o �g :0,(° on a � o °o 8--6 a-O a6m ax3. 07 <� dao 3 R� n oX °a co 00 (Q V• pc �.,- o �� Q °� 3 0o Cl- m °� ° si 0 3m n ° 'c °° m m �°vomo� ° � (D O C -o X07 $ °° 0a n3 � ° i3 R. °�7 m m 33 m0- 06 00 -0-0 x0 O rt ° m -Q3 �. ° Q 7° a °c m ? 3 ° o °o oz o � �� mm � 0 �° Q 0-3 n3 v6 O ro (DO S� < (D- 7(D 'O °-�N 7 _ (°QO ry0 O 07 - 7c p 3 O� U(D (D 7- ° ° QQ C �,�. N a0 7 jN c ° 6 °7 7(D (D j(° n- OS O C O-(D � N(D c7 0.0n ?O. ^ed vNOi N?3 p"Nc0 5'0- O p-(D (p N ` 0 N 0° m 7 am 00 3° oc v ° n Qno �m 2 a� �a _.� O ro 00 c0c ,3 ° ga �° os -°p mno m 3 °�. 07o0 � m� � -7 5: o � 3 n �! c mm CD (D7 3 m o- c°� o-m p7 m°n mQ m ° f� ago . '"° 0. o$ m0oS �� Q 0O N . I I C Q 7O m o �Q. ° Ro 0 7'ii C Na�' (� ° �° °-0 E:10D. N O Q �._ 0 3 N o m 3 m a 7 a o �j 0' 0 D o <m, ? /'� y OO � 7< Q ° H C 7 N �° 7(D Nin Q O N Q —° ° 1 (�yD O p S W °< .0 C l O U 7 O-O ° O 0(O N 7 ° C.° (D D 7 O 7 .� 7 N f S n° —F,7 C.-* � LZ 0 a �Q �.° m so �a 3� °� °� °.� �-o oo 0 0 (D a� opm m0 C Ln Ca ° �, O O ON 7°- �° p--O 7 O JN O S 7 c N° mN5 a� (D ro 7 < (D H 3 7 O O O 7 (D W CD Qa m °� o° o o m CD 0 ' �.° Bo 3 Q. 3 (D p7 ID 0- 3CD mo - O J 77 y, 7'° 7 (° Q 7(O CD Np- _(D Z 'O S ° ° a O7 N• NW N Q NN ° NO N Eo o 0 an o CD �0 3 1 �� (�D S� C (D m 3 0 CYR • ro N August 10, 2010 T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY ST - T-BRACE 2 0� ® MiTek Industries,Chesterfield,MO Page 1 of 1 Note:T-Bracing/I-Bracing to be used when continuous lateral bracing is impractical.T-Brace/I-Brace must cover 90%of web length. u Note:This detail NOT to be used to convert T-Brace/I-Brace MiT®k Industries, Inc. webs to continuous lateral braced webs. Nailing Pattern Brace Size T-Barace size Nail Size Nail Spacing for One-Ply Truss 2x;4 or 2x6 or 2x8 10d 6"o.c. Specified Continuous Rows of Lateral Bracing Note:Nail along entire length of T-Brace/I-Brace Web Size 1 2 (On Two-Ply's Nail to Both Plies) - — — J 2x3 or 2x4 2x4 T-Brace 2x41-Brace 2x6 _ 2x6 T-Brace 2x6 I-Brace 2x8 2x8 T-Brace 2x81-Brace Nails -- Brace Size k for Two-Ply Truss Specified Continuous Rows of Lateral Bracing k SPACING Web Size 1 2 2x3 or 2x4 2x4 T-Brace 2x41-Brace WEB'; 2x6 2x6 T Brace 2x6 I-Brace 2x8 2x8 T-Brace 2x8 I-Brace k T-Brace/I-Brace must be same species and grade(or better)as web member. T-BRACE I �\ V\CENSF Nails Section Detail * N 34869 T-Brace :� w ;p 6/22/11 STATE OF Web 'ice F�ORIDP.• �\�� Nails�� f l l l l l l 1109 COASTAL BAY BOYNTON BC, FL 33435 Web- -Brace Nails FEBRUARY 14, 2012 TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WIND1 Com= ® MiTek Industries,Chesterfield,MO Page 1 of 1 GENERAL SPECIFICATIONS O 00 -- 00 1.NAIL SIZE=3"X 0.131"=10d 2.WOOD SCREW=3"WS3 USP OR EQUIVALENT DO NOT USE DRYWALL OR DECKING TYPE SCREW MiTek Industries,Inc. 3.INSTALL VALLEY TRUSSES(24"O.C.MAXIMUM)AND SECURE PER DETAIL A GABLE END,COMMON TRUSS 4.BRACE VALLEY WEBS IN ACCORDANCE WITH THE OR GIRDER TRUSS INDIVIDUAL DESIGN DRAWINGS. 5.BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUILIVANT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6.NAILING DONE PER NDS-01 7.VALLEY STUD SPACING NOT TO EXCEED 48"O.C. I II �I I BASE TRUSSES VALLEY TRUSS TYPICAL J_IJ-LiA VALLEY TRUSS TYPICAL GABLE END,COMMON TRUSS P f12 OR GIRDER TRUSS SEE DETAIL A BELOW(TYP.) 2 22Q! SECURE VALLEY TRUSS W IND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05 146 MPH W/ONE ROW OF 10d WIND DESIGN PER ASCE 7-10 160 MPH NAILS 6"O.C. MAX MEAN ROOF HEIGHT=30 FEET ROOF PITCH=MINIMUM 3/12 MAXIMUM 6/12 ATTACH 2x4 CONTINUOUS NO.2 SYP CATEGORY II BUILDING TO THE ROOF W/TWO USP WS3(1/4"X 3") EXPOSURE C WOOD SCREWS INTO EACH BASE TRUSS. WIND DURATION OF LOAD INCREASE:1.60 MAX TOP CHORD TOTAL LOAD=50 P F 11 MAX SPACING=24"O.C.(BASE A�V MINIMUM REDUCED DEAD LOAWO &FS.K ON THE TRUSSES ` ••. �� �J�'•oGENSF'C�� � * ' N 34869 �1 W_ STATE OF _�� DETAIL A •••• •• (NO SHEATHING) ��'�iS��NAL/ml ` \\\ N.T.S. 1109 COASTAL BAY BOYNTON BC, FL 33435 JANUARY 1, 2009 LATERAL TOE-NAIL DETAIL ST-TOENAIL-SP� CIO ® MiTek Industries,Chesterfield,MO Page 1 of 1 NOTES:TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER oo AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. n 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH U AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. MiTek Industries,Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE-NAIL SINGLE SHEAR VALUES PER NDS 2001 (lb/nail) THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW _ DIAM. SYP DF HF SPF SPF-S �- C7 31 88.0 80.6 69.9 68.4 59.7 - p A35 93.5 85.6 74.2 72.6 63.4 � VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY .162 108.8 1 99.6 86.4 84.5 73.8 vi - -- z .128 74.2 67.9 58.9 57.6 50.3 Z - A31 75.9 69.5 60.3 59.0 51.1 in 148 81.4 74.5 64.6 63.2 52.5 SIDE VIEW rNi 3 NAILS - - VALUES SHOWN ARE CAPACITY PER TOE-NAIL. NEAR SIDE APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. NEAR SIDE EXAMPLE: NEAR SIDE (3)-16d NAILS(.162"diam.x 3.5")WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3(nail$)X 84.5(Ib/nail)X 1.15(DOL)=291.5 Ib Maximum Capacity ANGLE MAY ANGLE MAY VARY FROM ANGLE MAY VARY FROM 30°TO 60* VARY FROM 30'1 60° 45.00° 301 TO 60° 45.00°V45.00° I J ��CENSF •.��i N 34869 p 6/22/11 W_ STATE OF ��� 'ice •'• F<OR►DP`.•'• �\�� //rrrlllltt�� 1109 COASTAL BAY BOYNTON BC, FL 33435 ] FEBRUARY 8, 2008 LATERAL BRACING RECOMMENDATIONS ST-STRGBCK ISO MiTek Industries,Chesterfield,MO Page 1 of 1 DCUD - ----= TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, u 2x6"STRONGBACK" IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. MiTek Industries,Inc. -- NOTE 1:2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD. SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2:STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR,AND PROPERLY CONNECTED,BY OTHERS, AT THE ENDS. ATTACH TO VERTICAL INSERT WOOD SCREW THROUGH OUTSIDE USE METAL FRAMING ATTACH TO VERTICAL SCAB WITH(3)-1 Od NAILS FACE OF CHORD INTO EDGE OF STRONGBACK ANCHOR TO ATTACH WEB WITH(3)-1 O NAILS (0.131"x 3") (DO NOT USE DRYWALL TYPE SCREWS) TO TOP CHORD (0.131"x 3") ATTACH TO VERTICAL WEB WITH(3)-tOd NAILS (0.131"x 3") LAID i BLOCKING BEHIND THE ATTACH 2x4 VERTICAL TO FACE VERTICAL WEB IS OF TRUSS. FASTEN TO TOP AND ATTACH TO CHORD RECOMMENDED WHILE BOTTOM CHORD WITH(2)-10d WITH TWO#12 x . ( WOOD SCREWS(.2 NAILING THE STRONGBACK NAILS(0.131"x 3")IN EACH CHORD 16"DIAM.) USE METAL FRAMING ATTACH TO VERTICAL INSERT SCREW THROUGH OUTSIDE ANCHOR TO ATTACH ATTACH TO VERTICAL SCAB WITH(3)-IOd NAILS FACE OF CHORD INTO EDGE OF TO BOTTOM CHORD WEB WITH(3)-tOd NAILS (0.131"x 3") STRONGBACK(DO NOT USE (0.131"x 3") DRYWALL TYPE SCREWS) \�\\\11111///�/ TRUSS 2x6 4-0-0 WALL —BLOCKING \�\ vS S,if ///i STRONGBACK (TYPICAL SPLICE) (BY OTHERS) (BY OTHEF`5�,`�� • GENSF `��/� V � N 34869 -- — — —� � — 6 22/11 41j.�7 STATE OF FLORID THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO ADEQUATE SUPPORT, � DESIGNED BY OTHERS.IF SPLICING IS NECESSARY,USE A 4'-0"LONG i� / SCAB CENTERED ON THE SPLICE AND JOINED WITH(12)-10d NAILS ON (0.131"x 3")EQUALLY SPACED. 1109 COASTAL BAY ALTERNATE METHOD OF SPLICING: BOYNTON BC, FL 33435 OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-0"AND FASTEN WITH(12)-10d NAILS(0.131"x 3")STAGGERED AND EQUALLY SPACED. (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL) FEBRUARY 14, 2012 STANDARD PIGGYBACK TRUSS CONNECTION DETAIL ST-PIGGY-7-10 MiTek Industries,Chesterfield,M OO ® MAXIMUM WIND SPEED=REFER TO NOTES D AND OR E MAX MEAN ROOF HEIGHT=30 FEET J MAX TRUSS SPACING=24"O.C. �— oo CATEGORY II BUILDING oo EXPOSURE B or C n ASCE 7-10 u DURATION OF LOAD INCREASE:1.60 MiTek Industries,Inc. DETAIL IS NOT APPLICABLE FOR TRUSSES TRANSFERING DRAG LOADS(SHEAR TRUSSES). ADDITIONAL CONSIDERATIONS BY BUILDING ENGINEER/DESIGNER ARE REQUIRED. A-PIGGBACK TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. SHALL BE CONNECTED TO EACH PURLIN E WITH(2)0.131"X 3.5"TOE NAILED. B-BA$E TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. C-PURLINS AT EACH BASE TRUSS JOINT AND A MAXIMUM 24"O.C. UNLIESS SPECIFIED CLOSER ON MITEK TRUSS DESIGN DRAWING. A CONNECT TO BASE TRUSS WITH(2) 0.131'X3.5-NAILS EACH. D-2 X: X 4'-0"SCAB,SIZE AND GRADE TO MATCH TOP CHORD OF PIG YBACK TRUSS,ATTACHED TO ONE FACE,CENTERED ON INTERSECTION,WITH(2)ROWS OF 0.131"X 3"NAILS @ 4"O.C. SC,NB MAY BE OMITTED PROVIDED THE TOP CHORD SHEATHING IS CONTINUOUS OVER INTERSECTION AT LEAST 1 FT.IN BOTH DIR CTIONS AND: 1. ND SPEED OF 115 MPH OR LESS FOR ANY PIGGYBACK SPAN,OR _ - 2.WIND SPEED OF 116 MPH TO 160 MPH WITH A MAXIMUM - - PIGGYBACK SPAN OF 12 ft. E-FOR WIND SPEEDS BETWEEN 126 AND 160 MPH,ATTACH MITEK 3X8 20 GA Nail-On PLATES TO EACH FACE OF TRUSSES AT C 72"O.C.W/(4)0.131"X 1.5"PER MEMBER.STAGGER NAILS FROM -- OPPOSING FACES.ENSURE 0.5"EDGE DISTANCE. (MIN.2 PAIRS OF PLATES REQ.REGARDLESS OF SPAN) B -- D WHEN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EXISTS: REPLACE TOE NAILING OF PIGGYBACK TRUSS TO PURLINS WITH Nail-On PLATES AS SHOWN,AND INSTALL PURLINS TO BOTTOM EDGE OF BASE TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE TRUSS MITEK DESIGN DRAWING. SCAIJ CONNECTION PER NOTE D ABOVE i 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. EXTENDT ROUGH FOR LARGE CONCENTRATED LOADS APPLIED j BOTTOM CHORD TO CAP TRUSS REQUIRING A VERTICAL WEB: ���� os OF PIGGYBACK ♦ '`�. � 1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS � J ,• �� MUST MATCH IN SIZE,GRADE,AND MUST LINE UP AS SHOWN IN DETAIL. 2) ATTACH 2 x_x 4'-0"SCAB TO EACH FACE OF * ' N 34869 * ' TRUSS ASSEMBLY WITH 2 ROWS OF 10d(0.131-X3')NAILS SPACED 4"O.C.FROM EACH FACE. (SIZE AND GRADE TO MATCH _ VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) (MINIMUM 2X4) -�0 W 3) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM O - 3/ 9 12 4\ CONCENTRATED LOAD OF 4000 LBS(@1.15). REVIEW STATE OF BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS --- GREATER THAN 4DDOLBS. i F�ORIDP!•'`�\�� 4) R PIGACK TRUSSES CARRYING GIRDER LOADS, NUMBER R O FPLYS OF PIGGYBACK T USS TO MATCH BASE TRUSS. �/s/0 5) CONCENTRATED LOAD MUST BE APPLIED TO BOTH THE PIGGYBACK AND THE BASE TRUSS DESIGN. 1109 COASTAL BAY ------- --- ----- _ -__ —_- - _- ___ _- BOYNTON BC, FL 33435 FEBRUARY 14, 2012 Standard Gable End Detail ST-GE130-001 MiTek Industries,Chesterfield,MO Page 1 of 2 FV_1E11j Typical_x4 L-Brace Nailed To 2x_Verticals W/1 Od Nails,6"D.C. [(4)- l Stud �o Vertical Stud Common DIAGONAL ls BRACE MiTek Industries,Inc. Common Wir SECTION B-B Wire Nails Spaced 6"o.c. DIAGONAL BRACE 4'-0"O.C.MAX - - 2 -10d Common ( ) 2x6 Stud or Wire Nails into 2x6 2x4 No.2 of better TRUSS GEOMETRY AND CONDITIONS 1 R\ SHOWN ARE FOR ILLUSTRATION ONLY. J \Typical Horizontal Brace Nailed To 2x_Verticals 12 SECTION A-Aw/(4)-10d Common Nails A Varies to Common Truss 2xa stud * * PROVIDE 2x4 BLOCKING BETWEEN THE FIRST Z14=li SEE INDIVIDUAL MITEK ENGINEERING TWO TRUSSES AS NOTED. TOENAIL BLOCKING DRAWINGS FOR DESIGN CRITERIA TO TRUSSES WITH(2)-1 Od NAILS AT EACH END. -'A ATTACH DIAGONAL BRACE TO BLOCKING WITH �k is (5)-10d COMMON WIRE NAILS. __.3 x 4= -- - - B 8- G \ (4)-8d NAILS MINIMUM,PLYWOOD --- __ __11 SHEATHING TO 2x4 STD SPF BLOCK * -Diagonal Bracing ** -L-Bracing Refer Refer to Section A-A to Section B-B 24"Max Roof Sheathin NOTE: 1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS. '� 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. M-1 pd 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. MBX. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT (2) 10d NAILS BLRACING OF BRACES SPECIFIED F SYSTEM. 4." ARE TO BE FULL LENGTH. GRADES:1x4 SRB OR 2x4 STUD OR BETTER WITH ONE ROW OF 1 Od NAILS SPACED 6"O.C. 5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF /Trus S @ 24" O.C. DIAPHRAM AT 4'-0"O.C. 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A / 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. / ATTACH TO VERTICAL STUDS WITH(4)1 O NAILS THROUGH 2x4. / x6 DIAGONAL BRACE SPACED 48"O.C. (REFER TO SECTION A-A) Diag. Brace /ATTACHED TO VERTICAL WITH(4)-16d 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS L/240. at 1/3 point COMMON WIRE NAILS AND ATTACHED 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. TO BLOCKING WITH(5)-10d COMMONS. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR if needed TYPE TRUSSES. End Wall HORIZONTAL BRACE _ \ (SEE SECTION A-A) 2 DIAGONAL Minimum Stud Without 1x4 2x4 DIAGONAL BRACES AT Stud Size Spacing Brace L-Brace L-Brace BRACE 1/3 POINTS Species \\��5111111/117// I�and Grade Maximum Stud Length � vS S•k ��i 2x4 SPF Std/Stud 12"O.C. 4-0--7 4-3-2 6-0-4 8-0-15 12 1-6 2x4 S_PF Std/Stud 16"O.C. 3-7-0 3-8-4 5-2-10 7-1-15 10-8-15 •' r2x4 SPF Std/Stud 24"O.C. 2-11-1 3-0-2 4-3-2 5-10-3 8-9-4 *: N 34869 Diagonal braces over 6'-3"require a 2x4 T-Brace attached to one edge. Diagonal braces over 12'-6"require 2x4 I-braces W 3 2 912 attached to both edges. Fasten T and I braces to narrow edge Q / �(/ of web with I Od common wire nails 8in D.C.,with 3in minimum STATE OF end distance. Brace must cover 90%of diagonal length. FLORION.-•' MAX MEAN ROOF 11 BUILDINGHEIHT=30 FEET 7/Sj0 NIA,-\` \\` EXPOSURE B or C 1109 COASTAL BAY ASCE 7-98,ASCE 7-02,ASCE 7-05 130 MPH ASCE 7-10 160 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. BOYNTON BC,FL 33435 DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MW FRS. FEBRUARY 14, 2012 Standard Gable End Detail SHEET 2 �0 ® MiTek Industries,Chesterfield,MO Page 2 of 2 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD --- oo Trusses @ 24" O.C. J (� HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48"O.C. (SEE SECTION A-A) ATTACHED TO VERTICAL WITH(4)-16d MiTOk Industries, Inc. Roof Sheathing COMMON WIRE NAILS AND ATTACHED TO BLOCKING WITH(5)-10d COMMONS. Max. IT IS THE fIESPONSIBILITY OF THE BLDG DESIGNER OR NAIL DIAGONAL BRACE TO THE PROOECT ENGINEER/ARCHTECT TO DESIGN THE :T CEILING PIAPHRAGM AND ITS ATTACHMENT TO THE PURLIN 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 \ \X PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES at 1/3 points SUPPORTING THE BRACE AND THE TWO TRUSSES If needed \ ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH(2)-10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH End Wall ^F; - _ (5)-10d COMMON WIRE NAILS. CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRU6TURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL METHOD 1 :ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. METHOD 2:ATTACH 2X_SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRADE AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: FOR WIND SPEEDS 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)OR LESS,NAIL ALL M MBERS WITH ONE ROW OF 10d(.131"X3")NAILS SPACED 6"O.C. F R WIND SPEEDS GREATER 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)NAIL ALL M MBERS WITH TWO ROWS OF 10d(.131"X 3")NAILS SPACED 6"O.C.(2X 4 STUDS MINIMUM) MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 ARE / VALID AND ARE TO BE FASTENED TO THE SCABS OR INLAYED STUD VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. STRUCTURAL / AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST GABLE TRUSS BE PRESENT TO PROVIDE FULL LATERAL SUPPp�iTfQF THE BOTTOM / CHORD TO RESIST ALL OUT OF PLANE LOg05�? �Sf�/�G�IIyCj�SHOWN IN THIS DETAIL IS FOR THE VERTICALIS` 015Y.S.K. L\GENs�c NOTE:THIS DETAIL IS TO BE USED ONLY FOR / J- d3 N 34869STRUCTURAL GABLES WITH INLAYEDSTUDS.TRUSSES WITHOUT INLAYED _-0 _STUDS ARE NOT ADDRESSED HERE. ���/1/�^�' LU z /29/12STATE OF STANDARD GABLE TRUSSF�ORIDP.•'`���� NA\_ �.. { //811110 1109 COASTAL BAY BOYNTON BC, FL 33435. ■ TECHNICAL BULLETIN April 2010 by Weyerhaeuser Bulletin TB-300 Multiple-Member Connections for Side-Loaded Beams with Concentrated Loads Table 1: Maximum Concentrated Load Applied toBeam -Bolt or Nail Connection (lbs)", V6Y uo.ce;,: y v i 0.5 2,100 4,200 6,300 8,400 2,125(5 4,250(5 6,370(5 8,495(5 0.75 3,060 6,120 9,180 12,240 s w 0.5 760 1,525 2,285 3,050 () (6> (� 16) 1,0606 2,125 3,185 4,250 0.75 930 1,860 2,790 3,720 a Y 0.5 1,050 2,100 3;150 4,2011 1,060 2,725 3„185 4,250: 1,530 .75 3,080:x" 4,59Q 0 8,120 •,x 0.5 2,100 4,200 6,300 8,400 k 2,125(5) 4,250(5 6,370(6) 8,495(5 a 5 0.75 3,060 6,120 9,180 12,240 „? 1�5 1,404 2,800 4,200 5 60FS� IRF � t?75 2,040 4,080 8-120 $1 j Nvi v' p k MA k o o� Q 675 1,36 414 !Fr � T, r e r 0T5 $25 x,585 2,481} 3,w'iQ5 " ` 0.5 2,800 5,600 8,400 11,200 (s) (s> �s> r; 2,830 5,665 8,495 11,330(s) + 0.75 5,025 10,050 15,070 20,095 i 0.5 935 1,865 2,800 3,735 945(5 1,890(5 2,830(6) 3,775(6 X� - 0.75 1,360 2,720 4,080 5,440 1,120 3,441} 5,160 lap81 0 5, 2;480• 4,960 1,A40 9,9 {k " i 0.5 1,015 2,030 3,050 4,065 a 0.75 1,240 2,480 3,720 4,960 N. , 2,484 4,980, 7.440 9,90 , .,a 05" 875', :1,355 '2,030 2.X70 - ` ' 036 825 , ,655' 2,489 3,30 . £ 0.5 2,800 5,600 8,400 11,200 2,830(5 5,665(5 8,495(5) 11,330(5 0.75 5,025 10,050 15,070 20,095 1 See page 4 for table General Notes,connection details and beam depth limitations. 2. Washers required.Bolt holes to be 9/16"maximum for`/2'bolts,13/16"maximum for bolts. 3. Minimum end distance for bolts is 6". 4. Drilling bolt holes reduces the section of the beam and thus the load capacity of the supporting member.Shear and moment capacity of the beam must be checked at the location of each row of bolts. 5. Number of required nails shown must be installed from side opposite hanger. 6. Number of required nails shown must be installed from hanger side.Additionally,install half the number of required nails from side opposite hanger. Page 1 of 8 CONTACT US■ 1.888.iLevel8 (1.888.453.8358)-www.iLevel.com LiWeyerhaeuser,Level,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.®2010 Weyerhaeuser NR Company.All rights reserved. ■ TECHNICALAh Ah ULL TIN mm April 2010 by Weyerhaeuser Bulletin TB-300 Table 2A. Maximum Concentrated Load Applied to Beam-Wood Screw Connection (lbs)I11 • s- � ��', ,./ .� 21'x... a. .. .. x \ ACE I"t 3'/:" 1,435 2,870 4,305 5,740 2,040 4,080 6,120 8,160 RA 31/2" 720 1,435 2,155 2,870 1,020 2,040 3,060 4,080 TO s �e s P41 720 720 1x435 • 2,155, "Y 040 3'p8C i / ra FACE/ 3Y2" 1,435 2,870 4,305 5,740 2,040 4,080 6,120 8,160 a y 6"�s� 1055 2 t1t) 31 d6 4 2 tl J� 11 0 4 r >- a i s r # „ \ aR 11 ,, f E AM, ' '< ,. � 3'/2" 1,915 3,825" 5,740 "/7,655 2,720 5,440 8,160 10,880 2: 4rr 6,,(5) 2,110 4,220 6,325 8,435 2,720 5,440 8,160 10,880 • t? 3% 640 1,275 1,915 2,550 905 1,815 2,720 3,625 6'Is) 705 1,405 2,110 2,810 905 1,815 2,720 3,625 7aP Czf 6"ts1, 1,055 110 3,165 4 22 9 p � 60 78515 Y ) a10 Y Y FACyj ' 6"I5l 1,055 2,110 3,165 4,220 1,360 2,720 4,080 5,440 ���x/ m�� F\7';• �� �is/�� 2•pl !' +3"la 5 SCE 6 ,. I>©55 2,110 3',f65 4220313 1$60 25 3y115: g t4 y' iw 6"16t 70 1,405 2,110 2 0 y ©ifs} 3/�" 1,915 3,825 5,740 7,655 2,720 5,440 8,160 10,880 4 � ,. ' r �'. 1. See page 4 for table General Notes,connection details and beam depth limitations. 2. Install screws from both sides of beam. 3. Install screws from side opposite hanger only. 4. Install screws from hanger side only. 5. 6"SDS or WS screws can be used with Parallam®PSL and Microllam®LVL,but are not recommended for TimberStrand®LSL. Page 2 of 8 CONTACT US • 1.888.iLevel8 (1.888.453.8358)-www.iLevel.com L iWeyerhaeusar,iLevel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.®2010 Weyerhaeuser NR Company.All rights reserved. ■ Am AAML TECHNICAL BULLETIN z April 2010 by Weyerhaeuser Bulletin TB-300 Table 2B: Maximum Concentrated Load Applied to Beam-Wood Screw Connection (lbs)( ) M, 33/s" 1,600 3,205 4,805 6,410 33W 800 1,600 2,405 3,205 A 3 0 3 K" 80 60 0-'_ 3%" 1,600 3,205 4,805 6,410 11 1J60"' 2,320j3, 775 1,545 2,32 8,095 7 3%" 2,135 4,270 6,410 8,545 5",63/4" 2,320 4,640 6,960 9,280 33/s" 710 1,425 2,135 2,850 5",63/4" 775 1,545 2,320 3,095 gx A* 1;160 2,3204644 'j 5 6'/;' 1,160 2,320 3,480 4,640 ,3 ,4804640 3 80'L $0'6Y'* 1,,460 & 640 it 5",63/4" 2,320 4,640 6,960 9,280 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. Page 3 of 8 CONTACT US- 1.888.iLevel8 (1.888.453.8358)-www.iLevel.com 77:71 AWeyerhaeuser,it-evel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.02010 Weyerhaeuser NR Company.AM rights reserved. ■ " TECHNICAL BULLETIN April 2010 by Weyerhaeuser Bulletin TB-340 Table 1,2A, 2B General Notes ■ Connections are based on NDS®2005 or manufacturer's code report. ■ All plies must be the same material and grade. ■ Values are for 100%duration of load. Increase 15%for snow load or 25%for non-snow roof load conditions, where code allows. ■ Rotational effects should be considered for 7"wide beams loaded from one side only. • Capacities shown for face mount hanger conditions are based on 16d common(0.162"x 3'/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 Joiste Beams, Headers,and Columns Specifier's Guide(#TJ-9000)for required connections for uniform side loads. Bolt or Wood Screw Connection Details ■ 1/2'bolts-9/16"o maximum holes ■ 3/4'bolts-13/16,,0 maximum holes r T ■ Lead holes not required for wood screws Conc.Load Conc.Load m m Conc.Load Conc.Load ma `o `o N M N t7 �i EQ.J EQ. 2' Max (typ) 2 Fastener 4 Fastener 6 Fastener 8 Fastener Pattern Pattern Pattern Pattern Min.Beam Depth: Min.Beam Depth: Min.Beam Depth: d=7'/e"for 1/2"0 bolts d=9'/a"for Y2"o bolts d=11%"for Y:"0 bolts d=9%"for 3/:'0 bolts d=14"for'/."0 bolts d=16"for%"0 bolts Conc. Load Nailed Connection Detail _C '& E T *STAGGER NAILS TO PREVENT SPLITTING I I � � 16d Sinker(typ) 1 p_ lac (0.148"x 3%4' L16 Nail Pattern�J 12 Nail Pattern 18 Nail Pattern Page 4 of 8 24 Nail Pattern CONTACT US- 1.888.iLevel8 (1.888.453.8358)-www.iLevel.com Aweyerhaeuser,iLevel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.02010 Weyerhaeuser NR Company.All rights reserved. ■ T TECHNICAL ULLETIN March 2010 by Weyerhaeuser Bulletin TB-300 Table 3 Allowable Capacities of 5'/4"Beams with Bolt Connections �� , 6 235 6 545 8 755 9,560 12,345 15,005 -TR..1p15a0500 12,96} 138 6' 16800 .1 _ 3 995 4,260 6,210 6,940 9,510 12,015 B 0 ."9�10gN:..'1.i 65b==' 12 425' 06, 18a, f6 • : . 10,605 15,295 15,685 23,905 32,760 42 265 5„9 356. .'ri 3 470 I 'd20 9'4 55> .28 725 37 250 �: y., 9 350 13,470 13,730 20,910 28,725 37,245 .. 13,516 20 b75 :28 275' 10,600 15,290 15,685 23,900 32,755 42,260 9900 14;215 =14195 "21 490 2SrQ2(�� -3�225 � � •, - ��. �.'�� 29,015 37,220 r � 38.- �� f y , 5 2,745 4,445 4,665 6,240 6,810 8,795 10,690 12,610 14,545 18,440 236 . 70 : 7 480 9,225 9,$50 11;97tf` 13,§85 !15 i 7;9x5 X1,9,45 1,465 2,845 3,035 4,425 4,945 6,775 8,560 10,390 12,250 16,040 d 4 240 16 236 :` 16,4W- 8,230 5 855 10 975 1' 1 x'16,980 26,060" 9,960 16,220 17,105 23,990 26,730 36,385 46,670 58,130 70,740 99,375 r x 9,026 ' 4806 15,065' ;•21000 23* ;;31"906- '41',13b, ;51,595 "83.1'bb<.,89'S70 14,305 15,060 20,995 23,385 31,905 41,125 51,530 63,100 89,670 25;660 23,010 ,;.31.4W I40,51tf. ..5079Sk X92- 5(1...<$$590,' 9,950 16,210 17,100 23,985 26,725 36,380 46,665z' 58,125 70,740 99,370 fiF, ,.. , i46 ' 171Q" 24;C13i1 .32; . .,4i'k(1 � f, ;r " 85" 32,230 41,100 51,115 62,280 88,010 ?; 40'17 4,520 4,745 6,350 6,9308,950 10,880 12,830 7360 3, 2,895 3,090 4,505 5,030 6,895 8,710 10,575 6346;' 6,40b " 9,376 61010 66 ,1 5,22,5. 18,090 19,080 26,760 29,815 40,740 52,430 65,495 15,960 16 805= 23,.420 ' 26,085; :.35,725 ,46i2b5.k '' a$ 15,955 16,800 23,420 26,080 35,725 46,205 58,060 • 23,045 25,665, 35,165 45, R. 67,23s t 18,080 19,070 26,755 29,810 40,735 52,425 65,490 -=1T 734 24,215 26,8015t6. 9a A61$0° 618 0 mz�l Qy. 85 46,170 57,595 :45,470 56,71"a . Table 3 General Notes ■ Connection location refers to distance from face of bearing to centerline of connection,where d is the beam depth. Less than 5d refers to connections located less than five times the depth of the beam from the face of bearing. ■ Shear reduction has been taken in accordance with NDS 3.4.3.3. ■ All values shown are for 5%'widths. Multiply by 1.33 for 7"wide beams. ■ 9%:'and 11%:'TimberStrand®LSL are 1.3E grade,all other depths are 1.55E grade. Page 5 of 8 CONTACT US ■ 1.888.iLevel8 (1.888.453.8358)•www.iLevel.com w w Weyerhaeuser,il.evel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.®2010 Weyerhaeuser NR Company.All rights reserved. ■ TECHNICAL BULLETIN by Weyerhaeuser March 2010 - „� H ,,,, .. Bulletin TB-300 Connection Design Example Given the floor framing shown below,specify the necessary connections for the a 3-ply Microllam®LVL beam supporting a 2-ply Microllam®LVL beam on one side and floor joists from the other side. The floor joists apply a 500 plf load to the side of the beam while the 2-ply beam reaction is 5,000 lbs. See the following page for the solution. Brg• (TYp.) Mir `'- N,` Additional 3-13/4” x 14' Microllam LVL Beam, Flush Connection Required for r Concentrated Load Face Mount Hanger with 5,000 lbs Reaction ; ------------------------------------------------------------- VO r 2- 1a/."x14" Microllam®LVL. 14" Floor Joists @ 24"o.c., Typ. Beam, Flush 16 r 4'-0" 15'-0" Partial Framing Plan Page 6 of 8 CONTACT US • 1.888.iLevel8 (1.888.453.8358) •www.!Level.com AWeyerhaeuser,iLevel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.®2010 Weyerhaeuser NR Company.All rights reserved. ■ A& V TECHNICAL BULLETIN March 2010 by Weyerhaeuser Bulletin TB-300 Solution: ■ Use the iLevel Trus Joist®Beams, Headers,and Columns Specifier's Guide(#TJ-9000)to select a connection for the uniform loading. Multiple options exist that meets or exceed the 500 plf requirement: — 2 rows of%2'diameter bolts at 16"on-center(570 plf) — 2 rows of USP WS35 wood screws at 16"on-center(540 plf)on each side of beam — 2 rows of SDS'/4"x 3Y2'at 24"on-center(510 plf)on each side of beam — 2 rows of 5"TrussLok wood screws at 24"on-center(500 plf) ■ Determine what additional connection is needed for the concentrated load using the information in this Technical Bulletin: 1. Using Table 1,2A or 2B of this bulletin,locate the section for a 3-ply 1%"member and face mount hanger. Again, multiple options exist that exceed the 5,000 Ib load requirement: — '/"diameter bolts in a 6-bolt connection(6,300 lbs) — 16d(0.148"x 3%")sinker nails in an 18-nail connection(6,370 lbs) — 3'/z"WS wood screws in an 8-screw connection(5,740 lbs) — 3%"SDS wood screws in a 6-screw connection(6,120 lbs) — 3%"TrussLok wood screws in an 8-screw connection(6,410 lbs) Note that the allowable applied concentrated load is dependent upon the type of hanger used and 16d common nails must be used for face mount hanger installation to achieve the capacities shown. 2. If the bolted connection option is chosen,the 3-ply beam must be checked for the effect of the bolt holes from the 6-bolt connection. This task may be accomplished by utilizing the location analysis feature in iLevel software. Per the detail on page 4,the bolt holes will be located approximately V to either side of the concentrated load location. After inputting the span and load information,choose the two locations corresponding to the concentrated load location(+/_)1'. Upon completion of the analysis,compare the calculated shear and moment for each of the two locations against the reduced allowable shear and moment capacities of the beam for the bolt pattern selected using Table 3 on page 5 of this bulletin. See the Forte®software output on the following page for results of this analysis. The 3-ply Microllam®LVL beam works for the given loading. Refer to the highlighted values for the results at both bolt locations(1'on either side of the load). The highest calculated shear at either location is 6035 lbs. The highest calculated moment is 25,215 ft-lbs. The connection is less than 5d(48"< 14"*5=70")from the end of the member. From Table 3 of this bulletin,the reduced allowable shear for the 3-ply 14"Microllam®LVL beam with the 6 bolt pattern located less than 5d from the end of the member is 8,795 lbs while the reduced allowable moment is 31,905 ft-lbs. Therefore,the beam is acceptable with the 6 bolt connection. ■ Select the preferred options for both the uniform load connection along the length of the beam and the concentrated load connection at the hanger location and specify both on the drawings including information on fastener type,size, spacing and installation pattern as appropriate. Page 7 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.0 2010 Weyerhaeuser NR Company.All rights reserved. ■ t rC: f% IKII h II Mill I i lk M Fort@ MEMBER REPORT Level,Floor_Flush Seam software Overall I.mgth 15' 1 a p €;I — 15 — — rq AN Dimensions are Horizontal;Drawing is Conceptual IBI t1 IN1� t,, Atkfual Cocatiott , lUlfrwed ResUh LSF System:Floor Member Reaction(lbs) 7595 ip 2" 7809 Passed(97%) Member Type:Flush Beam Shear(lbs) 6837(&I'S 112" 13965 Passed(49%) 1.0 Building Use.Residential Moment(Ft4bs) 25215 @ 4.11718- 36387 Passed(69%) 1.0 Building Code:IBC Live Load Deft.(in) 0.356 C 7'1 13116" 0.489 Passed(LJ494) Design Methodology:ASD Total Load Dell.(in) 0.456 r@ 7'l 718" 0.733 1 Passed(U386) • Deflection criteria:LL(L1360)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 13'15116"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. '`�� � � 1 kms, Total � AvAfiab€a �Ftet{rt€rad � ort:Re�t€ott�t €ba} � °- relr€rr(j --', Beatrtg Eiating 11en FIehC6+l1 StMw Asdtla 1-Stud wall-Spruce Pine Fir 3.50' 3.50" 3.40" 164115955 J 010 Blocking 2-Stud wall-Spruce Pine Fir 3.50" 3.50" 2.33" 1164140451010 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. y Tr>€wry r ►c i n rtlth eftd tocirLlve Rad1 Lrve Stttstnt twcstral rl ., >ltl - 1 (nonai ow 12iii, 1-Uniform(PSF) 0 to 15'y 1' 100.0 400.0 0.0 0.0 10'Floor 2-Point(lb) 4' NIA 1000 4000 0 0 Shear,(1b19crrtwenfFt `lbs t�c>ca>iirsf E�il11a(x+s(sr�attlixints �� , ••�� � � Acttf�i�A€kivred 1 L€�F;: dctuei 1 A1Ftrwetl r'[,�� � ; 605"'/139651 1.0 191861363871 1.0 BOLTS LEFT OF HANGER 2-5' 391125691 0.9 26215'136387 11.0 BOLTS RIGHT OF HANGER Forte,"Software Operator Job Note 312512010 9:02:21 AM iLeve ?Forte-v1.1,Design Engine:V4.8.0.1 Page 1 of 1 Page 8 of 8 CONTACT US • 1.888.iLevel8 (1.888.453.8358) ■www.iLevel.com AWeyerhaeusefr,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. i s y,�,rrlr CITY OF ATLANTIC BEACH D. F BUILDING / ZONING DEPARTMENT L Hi s J Doerr ` fsi 800 Seminole Road Atlantic Beach,Florida 32233 (904)Z47-5800 Fr3i (904)247-5845 Fax R E 1 V E D CITY F ATLANTIC BEACH BUILDING &ZCN,NG AN REVIEW COMMENTS JAN 2 9 2004 Permit Application # 2 w 2Z Property Address: Applicant: pit-{E Project: -b 8 x (z This permit application has been: `�/ Approved ❑ Reviewed and the following items need attention: Please re-submi>Xjfour application en these items have been completed. Date: Reviewed E�Y �' ` 14 i .fir 1- CITY10�it /';i Lill P(- /, H CITY OF ATLANTIC BEACH JAN 9 200 BUILDING PERMIT APPLICATIO� BY (ALTERATIONS/ADDITIONS) Date: A-7 J AN 20el I Job Address: S S G VI K 1 06, !S Lv,,he (GF-AsP"y) A-r-LAN l'1 c_ ��c-t.� ��- 32z3 Owner of Property: 0.; r yl v. , W. J R-^^c 5p Address: Sglc 1I1 sc Itocs Line A-rLN%wsr- Beael , tZ Telephone: ay 1 - 903 C Legal Description: Block Number: Lot Number: 9 Zoning District: Contractor: SL F State License Number: Contractor's Address: Telephone: Fax: Describe proposed use and work to be done: 'ro ADD 9, x I a I a +b rca.roc VSA Id V CPG o Present use of land or building(s): r'e S, n.••v.c_c Valuation of proposed construction:*15-0 - 0 0 What are the dimensions of the added space: 8' feet x feet Will the added area be heated and cooled? /V/A- New electrical or increase in service? NZA Add plumbing fixtures? N A Add fireplace? A)lj4 _ Add heating/air conditioning? Is approval of Homeowner's Association or other private entity required? " If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or fill material will be used on this project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. g] NO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Page 1 Revised 1/14/03 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this application is correct. Signature of owner: ''�'`'�- A`'-" Date: -9-7 I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work 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 federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and corre and that the s and supporting data have been or shall be provided as required. 7 7 J A, 2 Signature of Contractor: Date: B / Address and contact information of person to receive all correspondence regarding this application(please print). Name: ax r lr , J4-ryle,5 Mailing Address: S-6'�v I ` a.A �" r—C Telephone: -It%_5 411 Fax: E-Mail: W► � °� �so u �' � AS TO OWNER: h Sworn to and subscribed before me this 11-N day of 20 • State of Florida,County of Duval 'tY JENNIFER SCHLUETER Notary's Signature: '1�`F��' �'� '� ��✓"� "� ;= MY COMMISSION#DD 121301 =' ❑ Personally known 7 ,, EXPIRES:May 27,2006 6orbedThruNoteryPublcUnderwritars M--produced identification Type of identification produced AS TO CONTRACTOR: J '^ Sworn to and subscribed before me this tqG r,� day of State of Florida,County of Duval Notary's Signature �;��':.•, JENNIFER SCHLUETER ' MY COMMISSION#DD 121301 Vroduced rsonally known EXPIRES:May 27,2006 identification Bonded Notary Public underwriters Fp, ,• Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Revised 1/14/03 Page 2 Jam" r J s' CITY OF ATLANTIC BEACH OWNERBUILDER AFFIDAVIT Date: 2 7JA-n goo V Job Address: 4o V(KI 0(w5 Lnr A7 L A n'� c D Cke). , L— ?ZZ33 CHAPTER 489,FLORIDA STATUTES,PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE- OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER$2,000)BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER"DIRECT SUPERVISION OF THE OWNER,WHO MUST BE ON THE JOB AT ALL TNIES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS-WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. JENNIFER SCHLUETER MY COMMISSION 0D 0301 4 *' EXPIRES:May 27,2 P OPERTY O WNE R . 'f: Notary Pbik UndenWrder.. ,a,�'y„y. sondedThru 1 ~ l` SWORN TO AND SUBSCRIBED BEFORE ME THISDAY OF 20�_ 1 O ARY PUBIVC MY N NOTE: PHRASES UNDERLINED ABOVE. COMMISSIOEXPIRES: rN-) PJ K o P Z 0 rN o x � � o r � an — rb � n i 3 — M� N n U w N ^ V AN IA N �J Af L4 er- II o C- C: L (9).2 ra�l e ✓S Gfo55 .2x(ox lZ uepow A-r( i'o Cv hoer g�c�x w• fi C, 7!4 „ J onm o h �006T He c.BF Cv r 7a 7 Lo C4 U Qp O _ ro O U cD O CV OI O Z Zr O N m 3 m id� W _ z En�¢ w Z `ap � � I o�v! Sr 3 m wo i •am W J� rA W � Lli ax >'Ac�d � Q0_ a _ U Oa �oovavEor O c Q y a�'G �'� W U-1I _ I M�'O—fOn 0 W = Z_ � � 7� c� c14c `S Q c.) � O Ir}C O �U N O>N Z cr i T 4 0 _ LL Q Z CLL 0 C, < J Q I O'- Ul 3 Un S-i w Q lYm@=. r UJ O � - OD > o0 3' m ` cn o r z U Un o m'!i � U I 10' 1 1�' Im��� ou4`L° c z Z � E l� 3U � Z N C-- O l I i a _ (U v :,�; _ Q w U r a mem Q 0 (!7 CL' 0 Z J w o Q ~ Z Q = QZf- � O - a L L L _ I N I W = S W a �► a Z � I z ro °m� m o P I W� Y- a I Z cV o z Z N I Qa 5 jr J co 't I 0.Q Q O f II cn i n.o? Z cn ° p Z Q U I � a a I � 9 Q o L - - - - - _ _ - - ? � 1�1 w o On. -j ~ 0 V W & SEWER EASEMENT 0 3 � U) _ ().9 g' W000 FENCE S ��/ (n zZl OZ OQUW 2� L O Lc).0 I _ _ - -- - WQ � I- - Q_ n- ? o 0 � 000� O o pp �p 0Q O �I 0 Q z� � � O ^ ti zo m vi O J � -2o Q0 o- J a � � w X02 WO r 31 J O d Q W Q O W CN c r ;n• (YZ Q } � trW � Qw I HO I Wmm ¢ a Ww O O O M, O U_70Q I > W im � LoWZZ DECEIVED � J za = ooW� =wo N CITY OF ATLANTIC BEACH z ~ `�' z Q ~ Q C) BUILDING ZONING o_ z¢ p D � a-X i) 0W x Q 1 Q OJ = 0ce 1 O cn0 D p a N Q r H O= > O JAN 29 2004 0 � aW � � oD � J � 11CA m cy— m w a W �- p Z 0 m Q U)Un a = m � -j 0 Q0 r, rn z z ai a ;` Z > N J BY: o Q= p z o = 5 w o i o m a a zz m LLJ Q Q W z f- m m � t NQ �Q co z o O J Q Q - U cD \O 4 o z S01'1 1 '07"E 99.95' FIELI ZW S01'14'11 "E 100.0( cD 0 O d V) cy- o 0 0 0� wO- c0 r LL LLI cc) O F- '0 � - C6 z o O `-� II a No 21.7' Lv Z m ? � � 0 � o � 2.0' p � ! < W 00 o a C) Cl- o o C) Z m D cn z a Q 3 I W � � op N � Z z w W N W � � J Q � M z I Op LJ � L V � OJ LL- LJ20 Lf) m p i _ O �w I QZ c� WO cr. v n It� O ' M UO 38'0• Q ao QD _ � U co ' DRAINAGE, UTILITY o � C-4- _ — Z Z Wlo 20 0 o Y z 06'460 O"W 10C Jm — zo o N 99 99, FIELD Ir Q- O I-- \O W O z � o O O :D d Z T O d I al m J _ p IN CITY OF ATLANTIC BEACH 800 SENIINOLE ROAD j - ;r ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 (- Application Number . . . . . 05-00031655 Date 11/23/05 Property Address . . . . . . 586 VIKINGS LN Tenant nbr, name . . . . . . REPLACE WINDOWS W/ OSB Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2141 Owner Contractor - ------------------------ ----------------------- JAMES AMERICAN WINDOW PRODUCTS 586 VIKINGS LANE 2633 POWERS AVENUE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (904) 731-2247 ---------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . 95 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 2141 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 95 . 00 95 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 95 . 00 95 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUIL' ILIAL rS"`''''%, CITY OF ATLANTIC BEACH cc: D: Fo I BUILDING / ZONING DEPARTMENT iggins 800 Seminole Road oerr _r Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Property Address: Applicant: Project: This permit application has been: U Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: I A-- Date: Date Contractor Notified: CITY OF ATLANTIC BEACH WINDOWS, SKYLIGHTS, GARAGE DOORS, HURRICANE SHUTTERS Date: II ct5 Job Address: 690 V1 kl a Owner: 0/h/-70 1j . / Address: 69(o l�'/ /� 'apu, Phone: 2 j 7�� Legal Description: Block Number. Lot Number: Zoning District: Contractor: AMERICAN W1INDOW State License Number: 6W-61 20 r-�l PRODUC'M, �3i - 224-1 Address: 2633 POWERS AVE Phone: City: JACKSONVILLE,.FL 32207 State: Zip: Fax: Describe proposed use and work to be done: lQffOkaMyi S ©- / Present use of land or building(s): , Valuation of proposed construction: ��7 ,�I Is approval of Homeowner's Association or other private entity required? I V� If yes, please submit with this application. �r 1 Required Building Data: Mean Roof Height (ft) Building Width 3 Z (ft) Building Length ✓� (ft) Roof Slope l2 Window Height / (ft) Window Width (ft) Window Elevation from Grade 7 (ft) Measurement from corner of building to window (ft) Number of windows being installed Mean Roof Height 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/27/03 t Procedure: In order to expedite issuance of permits provide all information as appropriate. Incomplete applications may .� result in delay in issuance of permit. In addition to the building data, the following information is required: 1. Manufacturer's Test Report with Uniform Structural Load(psf) 2. Installation Procedures 3. Window Description/Type 4. Garage Door Description/Type 5. Skylights Description/Type 6. Hurricane Shutter Description/Type 7. Elevation View of Window Locations I hereby certify that all information provided with th' lication is correct. Signature of Owner: Date: I hereby certify that I have readand ex this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work 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 federal,state or local rules,regulations,.ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and c ect ano that the plans and supporting data have been or shall be provided as requir Signature of Contractor: Com`'' "( Date: ! l 11 Address and contact information of person to receive all correspondence regarding this application(please print), Name: Mailing Address: Telephone: Fax: E-Mail: AS TO OWNER: j , Sworn to and subscribed before me this day of State of Florida,County of Duval * * MY COMMISSION t 1)3102]1 EXPIRES:May 13,2W8 Bonded Thtu Budget Notary Semtex Notary's Signature: Personally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: ,p� Sworn to and subscribed before me this day of 20—jL U v State of Florida,County of Duval *M MyCOWISSION#W310271 EXPIRES:May 13,2008Notary's Signature: ' BWIWThm84d►b"WWces PpPersonally known roduced identification Type of identification produced 800 Seminole Road Atlantic Beach,Florida 32233-5445 Page 2 Phone: (904)247-5800 Fax: (904)247-5845 http://www.ci.atiantic-beach.fl.Its Revised 1/27/03 Florida Building Code Online Page 1 of 2 PRODUCT APPROVAL Product Type Detail r 'Ir "ir "Ir I ■ Overview Product Search Organization Product Search Application ■ User: Public User -Not Associated with Organization- Need Help? Application#: FL1658 Date Submitted: 10/05/2004 Code Version: 2001 M1 Product Manufacturer: Bell-View, Inc. Address/Phone/email: P.O.Box 208 150 Industrial Blvd. Wrightsville,GA 31096 (478)864-2227 Technical Representative: Bell-View,Inc. Technical Representative Address/Phone/email: P.O. Box 208 Wrightsville,GA 31096 (478)864-2227 bvi@bellsouth.net Bud Quality Assurance Representative: Bell-View,Inc. Quality Assurance Representative P.O.Box 208 Address/Phone/email: Wrigthsville,GA 31096 (478)864-2227 bvi@bellsouth.net Category: Windows Subcategory: Horizontal Slider Evaluation Method: Certification Mark or Listing Referenced Standards from the Florida Building Section StandardYear Code: AAMANWWDA 1997 101/I.S.2- 97/ASTM F588- 97(FER) Certification Agency: American Architectural Manufacturers Association Quality Assurance Entity: http://www.floridabuilding.org/pr/pr_detl.asp?IPT=1658&RV=0&fm=ROSrch 7/15/2005 Florida Building Code Online Page 2 of 2 Validation Entity: Authorized Signature: Robert Bell bvi@bellsouth.net Evaluation/Test Reports Uploaded: Installation Documents Uploaded: Product Approval Method: Method 1 Option A Application Status: Approved Date Validated: 10/27/2004 Date Approved: 11/03/2004 Date Certified to the 2004 Code: Page: Page 1 11 pp/Seq Product Model#or Model Limits of Use # Name Description 3" Frame Depth Not For use in HVHZ 1658.1 Blue Chip Single Hung Aluminum Single +105.0 psf- 105.0 psf Hung Window DCBCCO PA 201-94, PA 1658.2 PA20 Single Hung Large Missile 02-94, PA 203-94 (with Impact product no deviations) Qualifying: STM E283, E330, E331 2 1/2" Frame Not for use in HVHZ 1658.3 Series 500 Single Hung Depth Aluminum +60psf-60psf Indow 1658.4 Series 600 Vinyl Single Fully Welded Not For use in HVHZ Hun PVC Window +52.5 psf- 52.5 psf wNtiiAd saaWrid Copyright and Disclaimer;®2000 The State of Florida.All rights reserved. VERIFY► http://www.floridabuilding.org/pr/pr_detl.asp?IPT=1658&RV=O&fm=ROSrch 7/15/2005 _ _- ,.. , .. � �. �. � � �, ..s. p � � ` a � � W � � W .� � � -� � -�. �. �= � � w �. �-, .� � ,�, w . � w c� �� � � _ _. � � `� � � Q w � � � � � � � �- � � � NATIONAL CERTIFIED TESTING LABORATORIES 1464 GEMINI BOULEVARD•ORLANDO, FLORIDA 32837 PHONE(407)240-1356• FAX (407)240-8882 www.nctlinc.com STRUCTURAL PERFORMANCE TEST REPORT Report No: NCTL-210-2883-6 Test Date: 11127102 Report Date: 04114103 Expiration Date: 11127106 Client: Bell-View, Incorporated P.O. Box 208 Wrightsville, GA 31096 Test Specimen: Bell-View Incorporated Series "Blue Chip" Single Hung Aluminum Prime Window (H-R70 52x72). Test Specification: ANSI/AAMA/NWWDA 101/I.S.2-97, "Voluntary Specifications for Aluminum, Vinyl (PVC), and Wood Windows and Glass Doors." TEST SPECIMEN DESCRIPTION General: The test specimen was a one-over-one single hung aluminum prime window measuring. 47'wide by 6'0"high overall. The active sash measured 47"wide by 3'0-7/8"high. The active sash was removable via a single balance system with locking tilt shoes at each interior jamb track. Fume and sash members were not thermally broken. One(1) metal cam-type sweep lock was located at 13- 112"from each end of the active meeting rail. A sweep lock keeper was extruded onto the fixed meeting rail. One (1) metal slide bar limit/security lock was located at each end of the active meeting rail with the keepers punched into the jambs. One (1)plastic tilt latch was used at each end of the active meeting rail. An extruded aluminum sash stop was located at the top of each interior jamb track. One (1) metal pivot bar was located at each end of the active bottom rail. The fixed meeting rail was fastened to each jamb with two(2)(#8 x 3/4"pan head) screws. The frame and sash were of double screw (#8 x 3/4"pan head)coped corner construction. The frame was mounted to the test buck using fourteen (14) (#10 x 1-1/4"flat head)screws. Glazing: The active sash and fixed lite were.interior glazed using sealed insulating glass with an adhesive back-bedding and a snap-in extruded aluminum glazing bead. The overall insulating glass thickness was '/Y"consisting of two (2) lites of double strength annealed glass and one (1)air space created by a desiccant-filled aluminum spacer system. Weatherseals: One (1) strip of center fin weatherstrip (0.200"high) was located at each active sash stile. One (1)strip of center fin weatherstrip (0.250"high) was located at each active sash stile and the sill. One (1)strip of single leaf vinyl weatherstrip was located at the fixed and active meeting rails. One(1)strip of bulb-vinyl weatherstrip was located at the sill. Weeps. One (1) weep hole measuring 314"x 3116"was located at each end of the center vertical sill leg. One(1) weep notch measuring 114"x leg height was located at each end of the exterior vertical sill screen retainer leg. PROFESSIONALS/N THE SCIENCE OF TESTING Bell-View Incorporated -2- NCTL-210-2883-6 Interior&Exterior Surface Finish: Mill finish aluminum. Sealant: The frame and active sash corners were sealed with a small joint sealant. Screen: An insect screen measuring 3'11-1/2"wide by 4'6-112"high was of mitered type corner construction with staked-in-place nylon corner keys. The screen employed fiberglass mesh cloth with a hollow vinyl spline, two (2)pull tabs and two (2)jam retainer springs. TEST RESULTS Par. No. Title of Test & Method Measured Allowed 2.2.1.6.1 Operating Force 36 lbf 30 lbf 2.1.2 Air Infiltration - ASTM E283 0.57 psf(15 mph) 0.03 cfm/fts ------- 1.57psf(25 mph) 0.08 cfm/fts 0.30 cfm/ftp 2.1.3 * Water Resistance -ASTM E547 5.0 gph/ft' WTP= 4.50 psf No Leakage No Leakage 2.1.4.2 ** Uniform Load Structural -ASTM E330 30.0 psf Exterior 0.020" 0.193" 30.0 psf Interior 0.060" 0.193" 2.2.1.6.2 Deglazing -ASTM E987 Active Sash Meeting Rail (70 lbf) 5.6 % (0.028') <100% Bottom Rail (70 lbf) 3.4 % (0.017') <100% Left Hand Stile (50 lbf) 2.6 % (0.013') <100% Right Hand Stile (50 lbf) 3.0 % (0.015) <100% 2.1.8 Forced Entry Resistance -ASTM F588 Grade 10 (See Appendix A for test results) Meets As Stated OPTIONAL PERFORMANCE 4.3 * Water Resistance -ASTM E547&ASTM E331 5.0 gph/ft2 WTP= 10.50 psf No Leakage No Leakage 4.4.2 ** Uniform Load Structural -ASTME330 105.0 psf Exterior 0.051" 0.193" 105.0 psf Interior 0.061" 0.193" * Tested with and without screen ** No glass breakage or permanent damage causing the unit to be inoperable Bell-View Incorporated _3_ NCTL-210-2883-6 TEST COMPLETED 11/27/02 The tested specimen meets (or exceeds) the performance levels specified in Table 2.1 of ANSI/AAMA/ NWWDA 10111S.2-97for air infiltration. The listed results were secured by using the designated test methods and indicate compliance with the performance requirements of the referenced specification paragraphs for the H-R70 52x72 product designation. Detailed drawings were available for laboratory records and comparison to the test specimen at the time of this report. A copy of this report along with representative sections of the test specimen will be retained by NCTL for a period of four (4)years. The results obtained apply only to the specimen tested. No conclusions of any kind regarding the adequacy or inadequacy of the glass in the test specimen may be drawn from this test. This report does not constitute certification of the product which may only be granted by a certification program validator. NATIONAL CERTIFIED TESTING LABORATORIES MICHAEL E. LANE Division Manager Bell-View Incorporated -4- NCTL-210-2883-6 APPENDIX A Forced Entry Resistance Test Results Test Method: ASTM F588-97, "Standard Test Method for Measuring the Forced Entry Resistance of Window Assemblies, Excluding Glazing Impact". TEST RESULTS Paraigraph No. Loads Duration Measured Allowed 10.1-Lock Manipulation 5 Minutes No Entry No Entry 10.2.1.1-Test AI L1=200 lbf 1 Minute No Entry No Entry 10.2.1.2-Test A2 L1=200 lbf 1 Minute No Entry No Entry L2=100 lbf interior 10.2.1.3-Test A3 L1=200 lbf 1 Minute No Entry No Entry L2=100 lbf exterior 10.2.1.4-Test A4 L1=200 lbf 1 Minute No Entry No Entry L2=100 lbf interior 10.2.1.5-Test A5 L1=200 lbf 1 Minute No Entry No Entry L2=100 lbf exterior 10.2.1.7-Test A7 L1=200 lbf 1 Minute No Entry No Entry L2=100 lbf interior L3= 35 lbf interior 10.2.1.8 Lock Manipulation 5 Minutes No Entry No Entry 10.2.4.2 Fixed Lite 5 Minutes No Entry No Entry Glazing/Panel Manipulation 1: W Q F N \ J +- �• co VO � O � � J Lv W Z VI 2 y g � Cc: CITY OF ATLANTIC BEACH i rdin J� BUILDING / ZONING DEPARTMENT Doerr ssY 800 Seminole Road J =�? Atlantic Beach,Florida 32233 (904)247-5800 E C E i V E d (904)247-5845 Fax CITY OF ATLANTIC BEACH "! i3 BUILDING &ZONING PLAN REVIEW COMMENTS JAN 9 2004 Permit Application # 04 - —& ZZ BY:-_ �6 Property Address: Applicant: Project: Sy- t a This permit application has been: ❑ Approved ❑ Reviewed and the following items need attention: y 1)0 — L � G Please re-submit your application when these items have been completed. Date: A ✓ cf Reviewed By: /'"'� CI TY CF ATLANT{C MACH 1i BUILDING &ZONING } s� JAN 2 9 2004 I CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATIO BY. (ALTERATIONS/ADDITIONS) �____..____ Date: A7 JAN a00q Job Address: SSG V1 K I uG S L-r-ihe ('9E-AS-MAY) �4N7ic .f"c 32z3� Owner of Property: W• QJ&-nc 5pp Address: SgloyI K I NCS Li ,p / 'T� �` De��� ' tZ Telephone: ay 1— 93 Legal Description: Block Number: Lot Number: 9 Zoning District: Contractor: SELF State License Number: Contractor's Address: Telephone: Fax: �+ Describe proposed use and work to be done: —T—o ADD $' x riaro Present use of land or building(s): r' C-C Valuation of proposed construction:' SO What are the dimensions of the added space: $' feet x I Z feet Will the added area be heated and cooled? &J A- New electrical or increase in service? 114 Add plumbing fixtures? 01A Add fireplace? 62/,4 — Add heating/air conditioning? _ Is approval of Homeowner's Association or other private entity required?A_If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? �NO. Applicant certifies that no change in site grade or fill material will be used on this project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. g]NO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP I. Verify zoning designation and proper setbacks for the proposed construction. R you are unsure of this information, have contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at:1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 • Fax: (904)247-5845 •http://www.ei.atiantic-beach.fl.usRevised 1/14/03 Page 1 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands, C and otheal water r Impervious Surfaces. Swimming pools 5. Impervious Surface area calculations: include driveways, sidewalks, patios may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. r I hereby certify that all information provided with this application is correct. ^7 1 L Signature of owner: Ate. Date: ` I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work 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 federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and corre t and that the s and supporting data have been or shall be provided as required. Date: '7'-7 J is., 2-0 0 Signature of Contractor: Address and contact information of person to receive all correspondence regarding this application (please print). Name: ax rt,,._ �/" /tl-✓►'►e5 / J�(D L 1 chi A /L Mailing Address: L v2� "��J E-Mail: W�c��' Telephone: Fax: Ta4�o ) l sa u • v►'e AS TO OWNER: 120 Sworn to and subscribed before me this day of State of Florida,County of Duval Notary's Signature: ,atijv;:yc; JENNIFERSCHLUETER MY COMMISSION#DD 121301 personal] knowri EXPIRES:May 27,2006 ❑ y .; o o Bonded ThruNotaryPublicUnderwritors ❑ Produced identification _ Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of State of Florida,County of Duval `- Notary's Signature: 01111111,11 1111 III :c�;r ��'y�,, JENNIFERSCHLUETER p rsonall r known MY COMMISSION#DD 121301 5 EXPIRES:May 27,2006 roduced identification �ndedrnn Notary Pubk 'rnde.vr''«''S Type of identification produced 800 Seminole Road • Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.usRevised 1/14/03 Page 2 W � CITY OF ATLANTIC BEACH Kr OWNER/BUILDER AFFIDAVIT Date: 2 7JA-m 260 lz Job Address: 5s* Vi Ki N�s nr A i A e 8 .1. . x— �ZZ3 3 CHAPTER 489,FLORIDA STATUTES,PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE APPLIED FOR A PERMIT UNDER AN EXEMPTION OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE— OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO "ROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER$2,000)BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER"DIRECT SUPERVISION OF THE OWNER,WHO MUST BE ON THE JOB AT ALL TINMS—WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS-WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY S BECOME EMPLOYERS AND SHOULD ALSO OBSEHIRINGY PROTECT THE OWNER- OWNERS RVE IRS WITHHO DING TAX AND/OR FORM1099 REQRUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. COMMISSION#DD 12� `j111 "` EXPiRES.MaY27 2n0� P OPERTY OWNSUIL R $' Pubt c Unden z 9ondedWuNotaH r SWORN TO AND SUBSCRIBED BEFORE ME THIS DAY OF 21 ARY PUB C / COMMISSION EXPIRES: NOTE: PHRASES UNDERLINED ABOVE. IU x n � o N n h � o f D an (D 04 � � n n e N IN N 70 fv a— �! � o p 1 4 fie( 5 Plo-�C j L Lo+ee- U � l4ee h �du5G- CrpSS bes►-, s ujopo f rafie-r,s 1� Ofos 5 bL� 13L-j4 �x(ox IZ XZ 00 Aly 1-0 Co nv glcr-x W. G,,,I-,��e 7' �c-Ur-"(5)7 �9) a X(Qy 01 oil IT, �c►+fws Ex�sTiu� Pr��io c� �sa HGo�/cu r za 7 '-fo ni4�G P-06 71 CITY OF ATLANTIC BEACH. 1 j 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 12-00001752 Date 4/19/13 Property Address . . . . . . 660 ORCHID ST Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES GEN 2F DISTRICT Application valuation . . . . 75000 ---------------------------------------------------------------------------- Application desc 5 BEDROOM DETACHED SFR ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- BEACHES HABITAT FOR HUMANITY BEACHES HABITAT 1671 FRANCIS AVE . 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-1222 (904) 241-1222 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ------------------------------------------------------------------------ Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc 2 . 5 TONS Sub Contractor FLORIDA AIR SERVICE & ENG.LLC Permit Fee . . . 75 . 00 Plan Check Fee 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 10/16/13 ------------------------------------------------------------------ Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. 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. PERMIT IS 49k%VF>;'9iL1P AC4i TW�Wttc�AO TTT-P "BCF� � ;&SCANW rHE FLORIDA BUILDING CODES. ell a " CITY OF ATLANTIC BEACH is 800 SEMINOLE ROAD J ATLANTIC BEACH,FL 32233 k ° INSPECTION PHONE LINE 247-5814 Page 2 Application Number 12-00001752 Date 4/19/13 ------------------------------------- Special Notes and Comments FOR AN APPROVED FINAL MECHANICAL A/C INSPECTION, A STICKER SHALL BE INSTALLED ON THE AHU TO VERIFY THAT DUCTS HAVE BEEN SEALED, A CERTIFICATION SHALL BE ON SIGHT FOR THE INSPECTOR STATING THAT THE A/C SYSTEM PASSED THE "AIR BLAST INSPECTION" FROM AND INDEPENDENT TESTING AGENCY. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS _ ------------------------------ Other Fees STATE MECH DCA SURCHARGE 2 . 00 STATE MECH DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ---------- ----- ---------- Permit Fee Total 75 . 00 75 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC ]BEACH 800 Seminole lid Atlantic Beach, .f.L 32233 Ph(904)247-5826 Fax(904) 247-5845 �aB ADDRESS: � �.o o 1 a PERMIT# PROJECT VAL" $ �5 NEW AlR CpNDI'x'[UNYNG & HEATING SYSTEM TNST L�. TI /N Tons Per Unit Seer. Rating Air Conditioning: Unit Quantity r s per Unit Heat: Unit Quantity �� R�QUIJ?ED Duct Systems: Total CFM TING EM INSTA LLATI REPLACEMENT AIR CONDITIUN:ING & r AlU R^ �R ons er Unit SeeraU{lg �`� Air Conditioning: Unit Quantity BTU' Per Unit�.� REQUIRED Heat: Unit Quantity Duct Systems: Total CPM FIRE PREVENTIONty (Re uires 3 sets of plans) Film Sprinkler System Quant quires 3 sets of plans Fire Standpipe Quantt (Req ans) Main Value (Re uires 3 sets of plans) Underground fire Quantity Fire Hose Cabinets (Ile uires 3 sets of Plans) Commercial HoodsQuantity (Requires 3 sets of plan:) Fire S>.tppression Systems Quantity MISCELLANEOUS: FIRE PLACES Automobile Lifts BTU's Prefabricated Fireplace Qty Boilers Gas Piping Outlets Blevators/Escalators kleat Exchanger. ALL., (OTHER GAS PIPING Pumps BTU's Quantity of Outlets �� Refrigerator Condenser s # Vented Wall Furnaces _ Solar CollectionSy: #Water Heaters — Tanks(gallons) Wells OTHER: six mcmth p lied with whether specified •e within a oriod or work i5 susn���ovC�ing'thia work will be comp rcby c:eru�y thkit l have read acct• A{I p e.rforntance or con,truction. permit,beeol-nes void if work does not be tr an Prov of laws and ordt g this upplicalian ttr►d know the satnc to be tnie and rovisi�ns of any other state or local law regulation u,nstructii�n or t e p nr nnt. The permit docs not gtV4 authoriCy to viu���PG� I� 1' > Phone Number Property owners Name AL Se—e-0c Office Phone���� StateA.L- Zip)Zoif r.�— Mechanical CompanyflAO 4 City b �.�c���3 SL ����uHtutr�rrr�J Co. Address: � .•••••�•• � C p�irgN� State CertiiicatiolVRe istration# G Licensr.Holder(grin 204-� Notarized Signatur((4 :rl1 ttus day of t` AEE OVA-,h, f nd subscribe ��y•_r�aoa '.17 Pubic .._* ajure,ofNot . ti•d St8Szt?2:01 - S666228b06 3bA:w0aJ 20:2T Rica-eT-add