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101 and 105 Ocean Gate Dr single family attached docs CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD j - X ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 J3i1 9f' SINGLE FAMILY ATTACHED MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 15-SFAT-825 Job Type: SINGLE FAMILY ATTACHED DWELLING Description: SINGLE FAM ATTACHED Estimated Value: $110,000.00 Issue Date: 5/6/2015 Expiration Date: 11/2/2015 PROPERTY ADDRESS: Address: 101 OCEAN GATE DR RE Number: None GENERAL CONTRACTOR INFORMATION: Name: BEACHES HABITAT OR HUMANITY Address: Phone: - - PERMIT INFORMATION: FEES: ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $255.00 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $510.00 STATE DCA SURCHARGE $7.65 STATE DBPR SURCHARGE $7.65 Total Payments: $930.30 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. �- �J S, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 SINGLE FAMILY ATTACHED MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 15-SFAT-826 Job Type: SINGLE FAMILY ATTACHED DWELLING Description: SINGLE FAM ATTACHED Estimated Value: $110,000.00 Issue Date: 5/6/2015 Expiration Date: 11/2/2015 PROPERTY ADDRESS: Address: 105 OCEAN GATE DR RE Number: None GENERAL CONTRACTOR INFORMATION: Name: BEACHES HABITAT OR HUMANITY Address: Phone: - - PERMIT INFORMATION: FEES: ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $255.00 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $510.00 STATE DCA SURCHARGE $7.65 STATE DBPR SURCHARGE $7.65 Total Payments: $930.30 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 FILE COPY Office (904) 247-5826 Fax (904) 247-5845 Job Address: Ocean Gate,(M) 101 Ocean Gate Drive COAB FL 32233 Permit Number:4V/. -_,�RA r-y57 Legal Description : 38-2S-29E-7.41 B De Castro Y Ferrer Grant PT RECD O/R 16531-2248 Parcel-BLK#5-Lot#30 t Valuation of Work $ Fl-oor ea o q. t._ 110,000 Proposed Work heated/cooled 1170 non-heated/cooled 200 Class of Work(circle one): New X Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/pro osed structure(s)(circle one): Commercial Residential If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No N/A Florida Product Approval# For multiple products use product approval form Describe in detail the type of work to be performed: Construct new- 2 story Duplex (2 attached single family residences) Property Owner Information• D Name: Beaches Habitat Address: 797 Mayport Rd. V o City Atlantic Beach State FL. Zip 3223 Phone : 904-241-1222 APR E-Mail or Fax#(Optional)904-241-4310 / Contractor Information: BY �L Company Name: 201 Mawort Construction Management LLC Qualifying Agent: Robert Peterson Address: 2768 State Rd AIA #701 City Atlantic Beach State FL. Zip 32233 Office Phone 904-595-5798 Job Site/Contact Number 904-334-1202 Fax# 904-2414310 State Certification/Registration# CGC 1506666 Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as'indicated. I cert that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if constructionr work is suspended or abandoned for a_period of six 6)months at any time after work isommenced. 1 understand that separate permits must be secured or Electrical Work,Plumbing,Signs, Wells,Pools, urnaces,Boilers,Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 1 herebycert that ave read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of ork will be plied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other eral,state,or local law regulating construction or the performance of construction. t Signature of Owner Signature of Contracto Print Namei .... Print Name (-2.h ....................................................................................... .............................................. Sworn to and subscriber]hofnn-.„ Sworn to and subscribed before me this Day of f �.. 20 15 this 44N Day of• KAtj r�1.� 20 i r �P . O ry Public ?o��" aa�,� JOYCE M.FREEMAN Ot U 1C �� Notary PubliC-State of Florida ��'.,Notary Public•State of Florida MY Comm.Expires Jun 10;2011 NKq4ft&"#q op,2011 ,pr M Commission#EE 876497 CONN$"0 EE 11141197 DO NOT WRITE BELOW- OFFICE USE ONLY Applicable Codes: 2010 FLORIDA BUILDING ODE Review Result (circle one) Approved Disapproved Approved w/ Conditions Review Initials/Date: /77 Development Size Habitable Space /125- S,r Non-Habitable 93 s vn r f A 0 13 Impervious area Miscellaneous Information Occupancy Group R-3 Type of Construction -�3 Number of Stories �P- Zoning District R m ,D - 1 Max. Occupancy Load Fire Sprinklers Required Flood Zone Conditions/Comments: SrLy;,J CITY OF ATLANTIC BEACH i, Building Department 800 Seminole Road FII. COPY Atlantic Beach,Florida 32233 (904)247-5800 PLAN REVIEW COMMENTS Permit Application # /'5- - S'F4 T — F-O)S- V'4'26 Property Address: /O/ �b� aC,Parr e�raft Ve,j-&, Applicant: 6�POcX e x Project: UvAZex SF-d T This permit application has been: Approved 0 Reviewed and the following items need attention: Go of o e Lo t•r �f S �A eQ r S G/7 t C Cit d O .o i S • y Pray A ac-1r ' e-Apanol'ftl r ✓ mart Q , - e v, .a,* t -e r 13 A ae r P4 r - L — L S yv 3. C. / Prov; a eco ( 4 m rem / coyer— a n ,yt d o of It 44e r`FF- zjn khllb My A #my w. 1 ,aAeac '7. AP& AA Please re-submit your application when these items have been completed. Reviewed By: Date: 2L-) S— ;2 f-/ —;2f-/ y3ev a CD A CD CD d JC�D N C/� a (cool". OQ ^ O ^ O � � CD A `C cn -3 N Q z r - 1 c wCD CD ►� M CD C7 o c a o r zCD a � CD CD o CD r? �d CD p „�'• 00 R° N � oto N O �. f A a . � ... NO. v� C� O O '� A ?Y Oro A �- :7 N p CDD (D � � CD � O O � p G y .O b CD wcD to -� CD n 0. r"A-t �D � O A O A A C A CD p O CD AD n D A ro CD � l 1 eD A CD a y � r m A t7 0 O 0 -v a b � a� City of Atlantic BeElcl, 8 uilding Departmenk pAPPLICATION NUIMER p ass" - I 800 Seminole Road (To bassigned b�/the Building Department) Atlantic Beach, Florida 32233-5445 Phone(904) 294.7_5826 - I'@X(9011) 2417 E-mail: building-dept@c0ab_us City web-site: httP/A-my.coab.Lis Date routed: PP IL�C A T�00 H R E V E WAY AMDTRACKNG F00-Mikil Q- IlMent revlev.j reqUired 'y"Jes A�,_�pfic anning &Zon' $D -ent_revjr_�, rM e e"l ree, nisjrator� ---L 8�drninistrator_____ Ic Wo U L u 1c: a 1i et FireF S r Vic S Services Review fee Dept Signature 0iber Agency Review or Permit Required Review or Receipt Florida Dept. of Environmental Protection of Permit Verified By Date Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers rNp, Division of Hotels and Restaurants 4&y Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS -11•1;:vievaing Deparirnent Fir-st Review: []Approved. (Circle one.) Comments: F_-�5en i e d. BUILDING A--7--- PLANNING &ZONING --j ` Reviewed by:�eTREE ADMIN. Date. Second RevRe fv �proved as revised. Deni . PUBLIC WORKS Comments: PUBLIC UTILITIES G o.�y �� S C / PUBLIC SAFETY Reviewed by: by 2 Date:_:7� _fDenied' s vi FIRE SERVICES Third Revie-vir: []Approved as revised. Comments: Reviewed by: Date- tisee,07/27/10 06ty of Atlantic Segicl, "Widing Depark-nent d 2 APPLICATION NUMBER 300 Seminole Road (To b(- -led IDY the BUilding De ri.fT Allantic Beach, Florida 32233-5445 Phone(904)247,5826 - F@;(90,J) 2,37 CR/15 E-mail: building-dept@coab.us City web-site: httP//wvm/coab.us Date routed: APPUCATON, REVEW/V AND TRACKNG FORIM/i De I _-' revievyrequi rt e 0 red 'Yes Wd' nning &Zonin ministra-tor t clic k��Uilities Public Safety Fire Services Reviewfee Dept Sigilature 0-kher Agency Review or Permit Required Review or Receipt Florida Dept. of Environmental Protection Of Permit Verified By Date Florida Dept. of Transportation——----- Si. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other APPLICATION STATUS II 1taVi&vifhlg Depariment f=irst Review: []Approved. [��enied. (Circle one. (',ornments: BUILDING D PLANNING &ZONING Reviewed by: TREE ADMIN. Date. Second Revlellv: Approved as revised. DDenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: =_Date: FIRE SERVICES Third Review: E]Approved as revised. []Denied. Comments: Reviewed by: Date visad,07/27/10 Building Department APPLICATION NUMBER (To be assigned by the Building Dep, 800 Seminole Road11 i ! Atlantic Beach, Florida 32233-5445 Phone(904)2247,5826 - flax(90/1)�?47 S,9,iS E-inail: building-dept@coab.us Date Cityweb-site. http//w"1-coab.u,- routed: APPIUCAMON REYMMW AND TRACKNG FORRU/-il PropertyMcdre�Fs: "L4 �K �--I D . I-Ement review required Yes AppficarDt: iild' 1 lic ministra-tor lic-ulilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Florida Dept. of Environmental Protection of Permit Verified By Date Florida Depi. ofTransportation- 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 Deparimen-i First Review: []APr)roved. F-]Denied. (Circle one.) ("Ornme-Wks: BUILDING PLANNING &ZONING TREE ADMIN. Reviewed by: Date: Second Review: []Approved as revised. IlDenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by.- Date FIRE SERVICES Third Review: DApproved as revised- DDenied. Comments: Reviewed by: Date: vised'07/27hO City of Mantic Reach APPLICATION NUMBER Building Departmerij, (To be assigned by flip Building Dep Seminole Road 300 Sc ent.) -ida 32233-5445 Atlantic Beach, Flor loll Phone(904)24?,5826 I-,):(904 E-mail: building-dept@coab.us http:/AAtw,A,.coab.LIS Date muted: City web-site APPUCA, T�Ooq REMEMV AND TRACKNG FORRA/i _t4 De lmeiiy review req,11 , L ADe "mM _revjc,�W � F fig AD nning &7Z:o 1:11�n m In io inistrator C9 C lic licL�Uilities Public Safety Fire el-vices Review fee $ Dept Signature Other 1-1,gency Review oj-Permit Required Review or Receipt Florida Dept. of Environmental Protection of Permit Verified By Date 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 S TAT US f.Feviewincj Dejoiariment 1"'imt Review: ;4Approved. F-]Denied- (Circle one.) -ornments: BUILDING PLANNING cot ZONING Reviewed b 04 - TREE ADMIN. Date.- Second Review: []Approved as revised. DDenied. PUBLIC WORKS Cori i ments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date FIRE SERVICES Third Review: DApproved as revis ed. DDenied. Comments: Reviewed by: Date: visas 07/27/A Opty of Atlantic Secicl, 8"Oding DepartmentAPPLICATIO 2-�— N NUMBER 800 Seminole Road 12 (To be assigned by the Building Department.) Atlantic Beach, Florida 32233-5445 Phone(904) 224-7,5826 - Fa X(90/1) 2/47 ,R45 E-mail: building-dept@c0ab.us Cityweb-sitehttP//wwwcoab-L1S Date routed: APPUCATMOW REVEWAY AND TRACKUNG FOURRA Propeily Avlclres,�i.- lt4 ®e aftrnent revir-1W require Yes Applicarki: Uild' anning &Lon, ff 114% 14 - i ee Adm"11 istrato r .91 1 WO ULl I UI alety Fire SeI 0cesRevievy fee Dept Signature C"ther Agency Review or Permit Required Review or Receipt Florida Dept. of Environmental Protection of Permit Verified By Date Florida Dept. of Transportation St- JoiinsRivei-VVaterMati-age-men- --- t District Artily Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS I`Revieuiiing De-1mrimeni First Review: OAPProved. (Circle one.) 4",-'ornrnen-E'-s: FIDenied. BUILDING PLANNING &ZONING TREE ADI ReviewedReviewed by:.----=======.Date Second Review: []Ap Proved as revised. OlDenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ElDenied. Comments: Reviewed by: Date: lisad 07/27/10 City of Atlantic RIaElclI l ---- coGi9aiiG�g icpaPer�iertlr` APPLICATION NUMBER � 300 Seminole Road A (To he assigned by the Building Department.) / Atlantic Beach, Florida 32233-5445 V T 7 Phone(904) `247-5826 Fax(Ui)4) >%�7 tiR�15 i ` {Q E-mail: building-dept@coab.us City web-site httpJ/www.coab.us Date routed: _ ��►�PPUC � T�CMM REV EWAY Mi D, TRACK ONG GA O)'R l eeiif �r_ De c7G YGGerla ffe@9ield9/Y"e — -- gUired YeS Nr0i _ olid- _-- �-% _-- anning &Zon' ree Administrator — __—I-- _-- -- Ic Wo u --- u Ic a ets — Fire Services Review fee Dept Signature Other Agency Review or hermit Required Revievii or Receipt -- Qy Florida Dept. of Environmental Protection of Permit Verified Date Florida Dept. of Transportation Si. Johns River Water Management District ---- — ---- Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS t'revieviiing Department lc'irst Review: Approved. � one.) ---- -(Circle one. n-Denied. �:::�rrnrrrents: BUILDING PWI\WING &ZONING I TREE ADMIN. - - - Reviewed by: 6"-,A-----Date.-IOU f SeCond r?eviernr: [:]Approved as revised. --- -- e PUBLIC WORKS Comments: []Denied. PUBLIC UTILITIES PUBLIC SAFETY _— Reviewed by: _ Date: FIRE SERVICES Third Revievir: ❑A pproved as revised. ❑Denied. Comments: Reviewed by: Dare: rissd 07/.17/•10 ----- ---------- -- julianneN. Overby, RA BILE COPY Architectural and Interior Design Consulting Services Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach,Florida 32250 904 704 8628 Email: jnoverby@att.net FL.AR-0017060 • FL.ID-4621 February 27, 2015 �S TO: Mr. Dan Arlington tApploCity of Atlantic Beach 800 Seminole Road & Atlantic Beach, FL 32233 J RE: Beaches Habitat Townhouse Units To whom it may concern: I have reviewed the structural drawings for the submitted projects and agree that they follow the architectural design intent. All structural design and specifications are the responsibility of the structural engineer of record for this project. Thank you. Sincerely, Juli ne N./Ove by, RA Architect/I erior Designer NOTICE OF COMMENCEMENT COPY State of Florida Tax Folio No. County of Duval /� To Whom It May Concern: ,+�'e,r M7 f * /5-- The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved : 38-2S-29E-7.41 B De Castro Y Ferrer Grant PT Recd OR/16531-2248 Block 5-Lot#29 and#30 Address of property being improved: 101 and 105 OceanGate Drive Atlantic Beach FL 32233 General description of improvements: construct 2 story single family attached duplex Owner: Habitat for Humanity of the Jacksonville Beaches Address: Atlantic Beach, FL 32233 Owner's interest in site of the improvement: 100% Fee Simple Titleholder(if other than owner): Name: Contractor: 201 Mayport Construction Management LLC ( FL State Certified General Contractor#CGC1506666) Address: 2768,Atlantic Beach FL 32233 Phone No.: 904-334-1202 Fax No.: 904-241-4310 Surety(if any): Address: Amount of bond $: Phone No.: Fax No.: Name and address of any person making a loan for the construction of the improvements: Name: Address: Phone No.: Fax No.: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Robert Peterson, c/o 201 Mayport Construction Management, LLC Address: 2768 State Rd A1A Atlantic Beach FL 32233 Phone No.:904-334-1202 Fax No.: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: Address: Phone No.: Fax No.: Expiration date of Notice of Commencement(the expiration date is one (1)year form the date of recording unless a different date is specified): Warning to owner: Any payments made by the owner after the expiration of the notice of commencement are considered improper payments under Chapter 713, Part 1, 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 lander or attorney before commencing work or recording your notice of cornmenceme.nt. THIS SPACE FOR RECORDER'S USE O NER L Signe : z T S Be r me this day of 91'v� i the ounty ck Duval, S at of Florida, has p_ ersonally appeared ary Public at Large, S My commission expires: Personally Known: Produced Identification: Doc#2015065558,OR BK 17 i 06 Page 67, iil, April 02,2016- Number Pages: 1 lb 153 oom Recorded 03/24/2015 at 1'1:24 AM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL �L�_— COUNTY RECORDING$10.00 I FILE COPY FILE COPY MAIN OFF '4 OG 0 U ®Turner N7[. 80 E Ew o AVENUE,SOUTH. JACKSONVILLE,FLORIDA 32205 :Pest "' 1104-355-5300-FAx 904-353-1488-lou N"IP-225-530-5-www.YpnMCHYDSY.QOM ©Control S7.MARYS,GA.-912.576.1300 OCAIA,Fu.-352-351-4386 OAYiONA BEACH,FLA.-386-788.8303 FORT ST.LUCIE,Fu.-772.692-0078 { What's Bugging You? MasovNE,Fu.-321-951-3325 Taolrf,.FLA.-813.681.6381 k NOTICE OF INTENT FOR PREVENTATIVE TREATMENTS AGAINST TERMITES (as required by Florida i Address:_ J l) Ib & ✓,-- Lot: 3o Block: 5'- Dater 3-i�— l BORA-CARE Termiticidr(Woad Trcatmcnt ALL STRUCTURAL CHANGES 1 ARE TO BE REPORTED Product Used FOR RETREATMENT nisodium Octatwatc Tctrahydraty 23%Active Ingredient Chemical used(active ingredient) Percent Concentration Application will be performed onto structural wood at dried-in stage ofconstruc io»t Stage of treatment(Horizontal,Vertical,Adjoining Slab,retreat of disturbed area) BORAA:ARE Termiticide application shall be applied according to L'�A registrated label directions as stated in the Florida Building Code Section 1816,1.$ (INFORMATION TO BE PROVIDED TO LOCAL BUILDING CODE OFFICES PRIOR TO CONCRETE FOUNDATION INSTALLATION) i > b b '-0 00 �1 41 1- � W ch -9�, W N A ¢, 't 12. 102. CD CD O d o CDo as d g 0" °. 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CD C o Cr .r `+ CD O CD CD o � 0 a r c� � C "TI rA ' a wo z CD b N CU .� CD ; O �-t ..j r z -TIITI a rrrr w 110 A O J N W r r.i d a CC CDCD CD CD CL CD CD CD eD Z Z CL *k ¢ CD (' E - CD 0 CD O v? v. n n CD CD o (71 a CD w N n �� 00 uj ^ O n CD O. ° O A N O CCD d N O O .t CD O CD ..l a coo' <. ° c � � <D aCD P O OCD ° �_ CSD 1 a "7y n O CD a a Oa ° v' " -3 H CD n �' CCD O ,� O CD ►� z CD C O = `. CD SCD CD CD CCD C . 'Ti -h '! CD Q- CD CD .t 0 O CD CL UOQ ^ O CD � C7 Com] �,�, �• CD (�] "'C N p� CD n �' �' b � .0CD ° O �, �; k..� Oil CD cD o 0 LN `D WC CD CD CD wrA CD -: a CD W IQ CD rA 10 CD CD C" w = . CD o C) � �� Q - 0 oCD C. cn d CD a O o ° o o CD FILE COPY FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: DUPLEX-UNITA Builder Name. BEACHES HABITAT Street: 101 OCEAN GATE DR Permit Office: CITY OF ATLANTIC BEACH City,State,Zip: ATLANTIC BEACH,FL,32233- Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,Jacksonville 1. New construction or existing New(From Plans) 9. Wall Types(1637.3 sqft.) Insulation Area a. Frame-Wood,Exterior R=19.0 1138.70 ft' 2. Single family or multiple family Multi-family b. Frame-Wood, Common R=19.0 498.67 ft' 3. Number of units,if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 3 d. N/A R= ft' 10.Ceiling Types (595.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic(Vented) R=30.0 595.00 ft' 6. Conditioned floor area above grade(ft') 1175 b. N/A R= ft' c. N/A R= ft' Conditioned floor area below grade(ft') 0 11.Ducts R ft' 7. Windows(130.1 sqft.) Description Area a. Sup:Attic,Ret:Attic,AH:2nd Floor 6 142 a. U-Factor: Dbl,U=0.30 130.11 ft' SHGC: SHGC=0.30 kBtu/hr Efficiency ft' 12.Cooling systems Y b. U-Factor: N/A a.Central Unit 24.0 SEER:15.25 SHGC: c. U-Factor: N/A ft' SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 24.0 HSPF:8.70 SHGC: Area Weighted Average Overhang Depth: 3.338 ft. Area Weighted Average SHGC: 0.300 14.Hot water systems a. Electric Cap:50 gallons 8. Floor Types (620.0 sqft.) Insulation Area EF:4.500 a.Slab-On-Grade Edge Insulation R=0.0 580.00 ft' b. Conservation features b.Raised Floor R=0.0 40.00 ft' None c. N/A R= ft' 15.Credits None Total Proposed Modified Loads: 15.67 PASS Glass/Floor Area: 0.111 Total Standard Reference Loads: 29.68 hereby certify that the plans and specifications covered by Review of the plans and 0-11AE ST,gl� this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: J FERNANDEZ Before construction is completed - DATE: 4 this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. Jit with the Florida Energy Code, OL) T 4 OWNER/AGENT: '� BUILDING OFFICIAL. rn _ DATE: - i -/ DATE. 1 �� - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 4/27/2015 2:49 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: DUPLEX-UNITA Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1175 Lot# Owner: Total Stories: 2 Block/SubDivision: County Seat #of Units: 1 Worst Case: No PlatBook: Book 108-n,page 345 Builder Name: BEACHES HABITAT Rotate Angle: 0 Street: 101 OCEAN GATE DR Permit Office: DUVAL COUNTY Cross Ventilation: No County: DUVAL Jurisdiction: 261100 Whole House Fan: No City,State,Zip: ATLANTIC BEACH, Family Type: Multi-family FL, 32233- New/Existing: New(From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp �/ 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 Block1 1175 9400 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 580 4640 Yes 0 1 1 No Yes Yes 2 2nd Floor 595 4760 No 4 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 1st Floor 126 ft 0 580 ft' -- 0 0 1 2 Raised Floor 2nd Floor — — 40 ft' 0 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Wood shingle 644 ft' 0 ft' Medium 0.98 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 150 595 ft' N N 4/27/2015 2:49 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) 2nd Floor 30 595 ft' 0.11 Wood WALLS AdjacentSpace CavitVaty Width Height Sheathing Framing Solar Below Et In Et In 0 R- IP Area R-VaIlle Fraction AhSor C, 1 N Exterior Frame-Wood 1st Floor 19 20 0 8 0 160.0 ft' 0 0.125 0.7 0 _ 2 E Exterior Frame-Wood 1st Floor 19 31 2 8 0 249.3 ft' 0 0.125 0.7 0 _ 3 S Exterior Frame-Wood 1st Floor 19 20 0 8 0 160.0 ft' 0 0.125 0.7 0 4 W Neighbor Frame-Wood 1st Floor 19 31 2 8 0 249.3 ft' 0 0.125 0.7 0 _ 5 N Exterior Frame-Wood 2nd Floor 19 20 0 8 0 160.0 ft' 0 0.125 0.7 0 _ 6 E Exterior Frame-Wood 2nd Floor 19 31 2 8 0 249.3 ft' 0 0.125 0.7 0 _ 7 S Exterior Frame-Wood 2nd Floor 19 20 0 8 0 160.0 ft' 0 0.125 0.7 0 8 W Neighbor Frame-Wood 2nd Floor 19 31 2 8 0 249.3 ft' 0 0.125 0.7 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Insulated 1 st Floor None .46 3 8 24 ft' 2 S Insulated 1st Floor None .46 3 8 24 ft' 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 N 1 Vinyl Double(Clear) Yes 0.3 0.3 27.6 ft' 6 ft 0 in 1 It 0 in None None 2 E 2 Vinyl Double(Clear) Yes 0.3 0.3 10.3 ft' 1 ft 0 in 1 ft 0 in None None 3 E 2 Vinyl Double(Clear) Yes 0.3 0.3 6.0 ft' 1 ft 0 in 1 ft 0 in None None 4 S 3 Vinyl Double(Clear) Yes 0.3 0.3 4.0 ft' 8 ft 2 in 1 It 0 in None None 5 N 5 Vinyl Double(Clear) Yes 0.3 0.3 27.6 ft' 6 ft 0 in 1 ft 0 in None None 6 E 6 Vinyl Double(Clear) Yes 0.3 0.3 10.3 ft' 1 ft 0 in 1 It 0 in None None 7 E 6 Vinyl Double(Clear) Yes 0.3 0.3 13.3 ft' 1 ft 0 in 1 ft 0 in None None 8 S 7 Vinyl Double(Clear) Yes 0.3 0.3 15.5 ft' 1 ft 0 in 1 ft 0 in None None 9 S 7 Vinyl Double(Clear) Yes 0.3 0.3 15.5 ft' 1 ft 0 in 1 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0005 1541 84.6 159.1 .474 9.8363 4/27/2015 2A9 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8.7 24 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15.25 24 kBtu/hr 720 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Heat Pump 1st Floor 4.5 50 gal 90 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 CFM 25 CFM25 HVAC# V/ # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 142 ft' Attic 187 ft' Default Leakage 2nd Floor (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: ]N Feb [[ ] Ceiling Fans:JXJ [ ]] ] JXJ Oct Nov Dec Heatooling f X J X�Jan f X]Feb [X�Mar lX�Apr lXj May �X( Jun �X]Jul f X]AugXSep �X�Oct �X�Nov �X�Dec Venting X Jan X Feb [X]Mar [ Apr [ May Jun [[X])Jul [X]Aug X Sep 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 80 80 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Heating(WD) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 4/27/2015 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: 101 OCEAN GATE DR PERMIT#: ATLANTIC BEACH, FL, 32233- MANDATORY REQUIREMENTS SUMMARY -See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors= 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors& outdoor combustion air. Must complete envelope X 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 X 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. X 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 X (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 y p site-recovered energy. Off/timer switch required. Gas heaters minimum �"J thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or X variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 1 405.2.1 R-19 space permitting. X 4/27/2015 2:49 PM EnergyGauge®USA-RaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 53 The lower the EnergyPerformance Index, the more efficient the home. 101 OCEAN GATE DR, ATLANTIC BEACH, FL, 32233- 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Multi-family a.Frame-Wood,Exterior R=19.0 1138.70 ft' b.Frame-Wood, Common R=19.0 498.67 ft 3. Number of units,if multiple family 1 c.N/A R= ft' 4. Number of Bedrooms 3 d.N/A R= ft' 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=30.0 595.00 ft 6. Conditioned floor area(ft') 1175 b.N/A R= ft' c. R= ft' 7. Windows" Description Area a. U-Factor: Dbl,U=0.30 130.11 ft' 11.Ductcts R ft' a.Sup:Attic,Ret:Attic,AH:2nd Floor 6 142 SHGC: SHGC=0.30 b. U-Factor: N/A ft' SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft' a.Central Unit 24.0 SEER:15.25 SHGC: d. U-Factor: N/A ft' 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 24.0 HSPF:8.70 Area Weighted Average Overhang Depth: 3.338 ft. Area Weighted Average SHGC: 0.300 8. Floor Types Insulation Area 14.Hot water systems Cap:50 gallons a.Slab-On-Grade Edge Insulation R=0.0 580.00 ft' a. Electric EF:4.5 b.Raised Floor R=0.0 40.00 ft' c.N/A R= ft' b. Conservation features None 15.Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building �4j0ESr4)� Construction through the above energy saving features which will be installed (or exceeded) 1 in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: � G Address of New Home: �� �, (, Qt., City/FL Zip: � ZWE coDJy� 3 Lz3� *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. ** Code Ener Conservation if not DEFAULT. .1.3 of the Florida Building , Label required by Section 303 g 9Y EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: DUPLEX-UNITA Builder Name: BEACHES HABITAT Street: 101 OCEAN GATE DR Permit Office: DUVAL COUNTY City,State,Zip: ATLANTIC BEACH ,FL,32233- Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in substantial contact and continuous alignment with building envelope air barrier. Breaks or joints in the air barrier are filled or repaired. Air-permeable insulation is not used as a sealing material. Air- emn able 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. X Junction of foundation and sill plate is sealed. Windows and doors Space between window/door jambs and framing is sealed. x Rim joists Rim joists are insulated and include an air barrier. X 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 }C extends behind piping and wiring. Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier separating them from the exterior wall. Electrical/phone box on Air barrier extends behind boxes or air sealed-type boxes are installed. Common wall Air barrier is installed in common wall between dwelling units. HVAC register boots HVAC register boots that penetrate building envelope are sealed to X subfloor or drywall. Fireplace Fireplace walls include an air barrier. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Ml S Compliance Report Job: HABITAT-DUPLEX UNIT-A Manual+ wrightsoft p p Date: 02/2015 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:9048239698 Email:FAECENGINEER.COM Web:WMN.NORTHF LORI DAAIR.0 OM License:CAC 1813923 Project • • For: HABITAT-DUPLEX UNIT-A, BEACHES HABITAT 101 OCEAN GATE DR,ATLANTIC BEACH, FL 32233 Cooling Equipment Design Conditions Outdoor design DB: 92.0°F Sensible gain: 18323 Btuh Entering coil DB: 75.9°F Outdoor design WB: 78.0°F Latent gain: 2817 Btuh Entering coil WB: 63YF Indoor design DB: 75.0°F Total gain: 21141 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: CARRIER Model: 25HBC524+FX4DNF025 Actual airflow: 800 cfm Sensible capacity: 12155 Btuh 66%of load Latent capacity: 2780 Btuh 99%of load Total capacity: 14935 Btuh 71%of load SHR: 81% Heating Equipment Design Conditions Outdoor design DB: 39.0°F Heat loss: 23425 Btuh Entering coil DB: 69.5°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: CARRIER Model: 25HBC524+FX4DNF025 Actual airflow: 800 cfm Output capacity: 19200 Btuh 82%of load Capacity balance: 41 °F Supplemental heat required: 4225 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: CARRIER Model: Actual airflow: 800 cfm Output capacity: 5.2 kW 76%of load Temp. rise: 0 °F The above equipment was selected in accordance with ACCA Manual S. 2015-Apr-27 09:42:32 .� + wrlghtSOft Right-Suite®Universal 2013 13.0.09 RSU13554 Page 1 ...ts\Wrightson HVACWABIJAX-DUPLEX-UNIT-A-MS.rup Calc=MJ8 Building Front faces: E Residential Plans Examiner Review — _ • RPEm ACCA for HVAC System Design • • • • 15 Mar 09 At r� r]tiY•xYw,flfi`M>l 261100 Header Information Contractor:FLORIDA AIR SERVICE REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes i] No ❑ Mechanical license: CAC1813923 or MAAE Form'(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ® No ❑ Duct distribution sketch: Yes No ❑ Home address(Street or Lot#,Block,Subdivision): 101 OCEAN GATE DR, Entire Building HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 39 °F Orientation: Building Front faces East Indoor temperature: 70 °F North,East,West,South,Northeast,Northwest Southeast,Southwest Total heat loss: 23425 Btuh Number of bedrooms: 3 Conditioned floor area: 1175 ft' Summer Design Conditions Number of occupants: 2 Outdoor temperature: 92 °F Indoor temperature: 75 °F Windows Ham` Grains difference: 58 grAb @50% RH Eave overhang depth: 1.0 ft Sensible heat gain: 18323 Btuh Internal shade: none Ener Latent heat gain: 2817 Btuh Blinds,drapes,etc. no Total heat gain: 21141 Btuh Number of skylights: 0 HVAC EQUIPMENT SELECTION ' 1 Heatinq FgiflnmT nt Data Confing Fqifipmant Data Blower Data Equipment tpe: Split ASHP ETArent t ie: Split ASHP Heating dm: 800 urnace,Healpump,Boiler,etc. Ir onditio e,Heat pump,etc. Cooling cfm: 800 Model: CARRIER Model: CARRIER Static pressure: 0.50 in H2O 25HBC524+FX4DNF025 25HBC524+FX4DNF025 Fan's rated external static pressure for design airflow Heating output capacity: 9200 .Btuh Total cooling capacity: 14935 Btuh Heat pumps-capac y at winter design out oor conditions Sensible cooling capacity: 12155 Btuh Aux.heating output capacity: 17762 Btuh Latent cooling capacity: 2780 Btuh HVAC DUCT DISTRIBUTION •1 Design airflow: 800 cfm Longest supply duct: 377 ft Duct Materials Used Equipment design ESP: 0.50 in H2O Longest return duct: 0 ft Trunk duct: Total device pressure losses: 0 in H2O Total effective length(TEL): 377 ft Available static pressure(ASP): 0.50 in H2O Friction rate: n '50 in/100ft Branch duct: Round flex vinyl Friction Rate=ASP-(TELn I declare the load calculation.equipment, equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. -- Contractors printed name: J FERNANDEZ Contractor's signature: J FERNANDEZ (E-SIGN) Date: 04/2015 Reserved for County. Town Municipality or Authority having jurisdiction use. 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist wrig 1t50ft Right-Suitee Universal 2013 13.0.09 RSU13554 Pro ect Summa Job: HABITAT-DUPLEX UNIT-A wrightsoft Date: 02/2015 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904-823-9696 Email:FAE(MENGINEER.COM Web:VWMISIORTHFLORIDAAIR.COM License:CAC1813923 Project • • For: HABITAT-DUPLEX UNIT-A, BEACHES HABITAT 101 OCEAN GATE DR,ATLANTIC BEACH, FL 32233 Notes: Design Information Weather: Jacksonville Mayport Naval, FL, US Winter Design Conditions Summer Design Conditions Outside db 39 °F Outside db 92 °F Inside db 70 °F Inside db 75 °F Design TD 31 °F Design TD 17 °F Daily range L Relative humidity 50 % Moisture difference 58 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 20976 Btuh Structure 15956 Btuh Ducts 2448 Btuh Ducts 2367 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 23425 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 18323 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 2003 Btuh Ducts 815 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft') 1175 1175 Equipment latent load 2817 Btuh Volume (ft) 10575 10575 Air changes/hour 0.56 0.23 Equipment total load 21141 Btuh Equiv.AVF(cfm) 99 41 Req.total capacity at 0.78 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make CARRIER Make CARRIER Trade 2.0 TON Trade 2.0 TON Model 25HBC524 Cond 25HBC524 AHRI ref 3645571 Coil FX4DNF025 AHRI ref 3645571 Efficiency 8.7 HSPF Efficiency 15.25 SEER Heating input Sensible cooling 18720 Btuh Heating output 24000 Btuh @ 47°F Latent cooling 5280 Btuh Temperature rise 27 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.034 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.87 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 32 wri htsoft 2015-Apr-27 os:age I g Right-Suite®Universal 2013 13.0.09 RSU13554 pays 1 is\Wrightsoft HVACWABIJAX-DUPLEX-UNIT-A-MS.rup Calc=MJ8 Building Front faces: E Building Anal Job: HABITAT-DUPLEX UNIT-A + wrightsoft g ySIS Date: JLF015 Entire House Y FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904823-9696 Emei:FAECENGINEER.COM Web:WVWv.NORTHFLORIDAAJR.COM License:CAC1813923 Project • • For: HABITAT-DUPLEX UNIT-A, BEACHES HABITAT 101 OCEAN GATE DR,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD(°F) 31 17 Latitude: 30°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dallyrange (°F) - 15 ( I ) Method Simplified Wet bulb('F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh1fe Btuh %of load Walls 2.7 1357 5.8 Glazing 48.9 13638 58.2 Doors 0 0 0 Ceilings 1.0 1166 5.0 Floors 1.2 1431 6.1 Infiltration 4.3 3385 14.4 �. Ducts 2448 10.5 Piping 0 0 u- Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 1 23425 100.0 Component Btuh/ft Btuh %of load w. Walls 1.4 716 3.9 Glazing 42.9 11979 65.4 Doors 0 0 0 Ceilings 1.7 2044 11.2 Floors 0 0 0 Infiltration 1.0 758 4.1 Ducts 2367 12.9 Ventilation 0 0 Internal gains 460 2.5 Blower 0 0 Adjustments 0 Total 1 18323 100.0 Latent Cooling Load=2817 Btuh Overall U-value=0.181 Btuh/ft-°F Data entries checked. 2015-Apr-27 09:44:08 + wrightsoft Right-Suite(g)Universal 2013 13.0.09 RSU13554 Page 1 1Z • ...rightsoR HVAC\HABIJAX-DUPLEX-UNIT-A-MS&Mj2.rup Calc=MJ8 Building Front faces: E t Constructions Job: HABITAT-DUPLEX UNIT-A Component+ wrightsoft Date: 0212015 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904823-9696 Email:FAECENGINEER.COM Web:WNW.NORTHFLORIDAMR.COM License:CAC1813923 • 74 a III I • • For: HABITAT-DUPLEX UNIT-A, BEACHES HABITAT 101 OCEAN GATE DR,ATLANTIC BEACH, FL 32233 Design C• • • Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 n TD (°F) 31 17 Desi Elevation: 16 ft 9 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange (°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Or Area U-value Insul R Htg HTM Loss Clg HTM Gain Construction descriptions It, BbftM'-'F 1P-`FBbh BhhM° Btuh BbhNF Btuh Walls 12B-2bw:Firm m wall,brk 4"ext,r- 1 cav ins,2"x4"wood frm,r-2 int bd n 494 0.086 13.0 2.67 1317 1.41 695 e 15 0.086 13.0 2.67 40 1.41 21 ins all 509 0.086 13.0 2.67 1357 1.41 7 Partitions (none) Windows 10A-m:1 glazing,reflective(1/4"only)glz,mtl no brk frm mat, 1/4"thk, n 88 1.670 0 51.8 11079 27.6 590 high rflct pert;8 ft overhang(8 ft window ht,6 ft sep.) 1A-clom:1 glazing,clr glz,mtl no brk frm mat, 1/8"thk;1 ft overhang(6 a 65 1.270 0 39.4 2559 93.5 6079 ft window ht,2 ft sep.) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 veil n 1175 0.032 30.0 0.99 1166 1.74 2 4 ins Floors1.358 0 42.1 1431 0 0 22A-vph.Bg floor,heavy damp soil,on grade depth,vinyl flr fish n 34 2015-Apr-27 09:44:08 Page 1 't#+ wrightsoft Right-Suite&Universal 2013 13.0.09 RSU13554 ..rightsoft HVAC\HABIJAX-DUPLEX-UNIT-A-MS&Mj2.rup Calc=MJ8 Building Front faces: E BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH m 800 Seminole Road, Atlantic Beach, FL 32233 Office (904)247-5826 Fax(904) 247-5845 Job Address: Ocean Gate;(M) 105 Ocean Gate Drive COAB FL 32233 Permit Number: (5'S'F q T — Legal Description : 38-2S-29E-7.41 B De Castro Y Ferrer Grant PT RECD O/R 16531-2248 Parcel-Blk#5-Lot#29 Floor Area of S q.Ft-. .Ft Valuation of Work$ 110,000 Proposed Work heated/cooled 1170 non-heated/cooled 200 Class of Work(circle one): New X Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/pro osed structure(s) (circle one): Commercial Residential If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No N/A Florida Product Approval#p PP F!L F�C PI)r!" For multiple products use product approval form Describe in detail the type of work to be performed: Construct new-2 story Duplex (2 attached single family residences) Property Owner Information: Name: Beaches Habitat Address: 797 Mayport Rd. City Atlantic Beach State FL. Zip 3223 Phone : 904-241-1222Q E-Mail or Fax#(Optional)904-241-4310 Contractor Information: APR 10 Company Name: 201 MMort Construction Management LLC Qualifying Agent: Rob E on Address: 2768 State Rd A IA,#701 City Atlantic Beach, State FL. Zip 32 Office Phone 904-595-5798 Job Site/Contact Number 904-334-1202 Fax# 904-24?- State Certification/Registration# CGC1506666 Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit 10d0 the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work well be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void rf work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a pperiod of six6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells,Pools, urnaces,Boilers,Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereb cert that I h e read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this_ type pJ work will be colied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other fe ral,state,o cal lawlating construction or the pet formance of construction. (7 Signature of Owner Signature of Contractor Print Name 1, c �L �......:...-.:... ........ \ Print Name ........................................................a............ .................._L-'�^. .!�r......... ......................... ....................... .. ..1'i ...4 ................................... Sworn tq and subscribed before me Sworn to and subs -;'k-a hPfnra.m . is�Day of_ 20 1 this Day of �j� 20/5 �� Com( . - 7 0 �3�11•�.. Notary Public fblM� to Public ;?�""' JOYCE M.FREEMAN 's .NOtu staN 01' o - My comm.fgkat JU446i: 1 Y P r - ot'F1041 � to,Coat ,.,„, conn K t Applicable Codes: 2010 FLORDO NOT WRITE BELOW- OFFICE USE ONLY IDA BUILDING CODE Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: /71 - y -?2y Development Size Habitable Space 117S' S.fNon-Habitable sF Impervious area Miscellaneous Information Occupancy Group Type of Construction V4_ Number of Stories Z Zoning District _,e in ,�1 Max. Occupancy Load Fire Sprinklers Required Flood Zone Conditions/Comments: CD CD CD CIO CD CL CD a o' � o C o CD O �`o ° o o cD -: aro CD CD A cn ° A = a. a'CD 0 O I � o a � a ?Y O CD oo d ^ a aCDr CD CD O o CD ca CD -{ c, � O .� CD ° O � ■ � ft CL CD � N ..� y C 3 0 I 4 (7- CD a -ti S. CD o z C a (D ° LA -� � o CrJ r r CD o' � n M CD o x CA • '� o ",c O o U, cr A � � �_ Z3 d n �. .� 'O oo --1 O, cn w N "p oo J rn v, -P, w N `b iy %yK4wz ;,vCY0 � � � C� v� rrlv� tna o :n C7C" 7�CD Z. 0 o o o o o O p CD ¢- 5 ¢ '�g tr4 trG t3 CD Oq p -� co p o 0 tro -Ta. IC3CD p, � o `C °- o w n' V) CCD 0 v a d Cl- CD CD n .CD uti CD CD' o n p a CD QQ O C/1 a r o � C � O o � � 0 z CD -� cn � P7- O =� C C oa n -C O r z r a rr Nr � � � O 7� d a "o 00 J o1 v, w N -- n v cs w N - � r. ,�• -C p v� � C7 �; � �, o o � � � o � C s.n o 0 0 � � O C"CD CD oCDCD o o CD N CD C CD n b � b o � O a o � CD CD o r °Q O Ej CDD b N CD CD r C -3 O r z v rrrr n 7111 z Z Etv a CDo 2. o o C� CD '0 °4 n a N ~ Z o as o C CD yCD N• CD CD cr 0 CD nA d c Q- � CD ° -t �? � Y D � c o Y CD �, o A ° CD C7 CD b CD p ^ o CD CD D ° yo v' O � "1 b a. 0 ¢. O O c cr CD N p p ^t aq O-1 eD CD q v, . z "'d < O CD N z ft CD ¢. n o a� w O O 0. r -s "moi D C CD 0CD o + CD CD CD CD ILI eD CL UQ Q. CD rl o Q CD CD CD CD < �- �/ (D Z CD CD n o ¢- It a & ..� (Zrc c CD CD oo CD n o � CD Con CD CD x G. p O r" CD _' p p f1 A� A� O p •t CDCL CCD z CD ¢, p CD n CD CD CD Q CD CD 021 CD � W CD o O CD c. � �J ' i °a. CD d D o o p FILE COPY Feb . 19, 2015 Mr. Mike Jones Building Inspector D f� nr� 2 ' City of Atlantic Beach L5 L L 800 Seminole Rd. APR 10 �. Atlantic Beach, FL 32233 By Mike, Attached are the following materials in support of Beaches Habitat application for a building permit for: Duplex "Model" Blk. # 5 —Lots#30, 29 (102 & 105 OceanGate Drive), COAB 1) One (1) copy of the Building Permit Application 2) Two (2) copies of roof truss plans 3) Two (2) copies of the Florida Product Approval form 4) One (1) copy of recorded Notice of Commencement (on file w/your office) 5) One (1) copy of letter to Ms Kaluzniak regarding fire sprinkler& irrigation systems. 6) Five (5) copies of the Construction Management Plan 7) Two(2) copies of architectural plans 8) Two (2) copies of structural engineering plans 9) Five (5) copies of civil engineering plans Please let me know if any additional information is required. Thank you, Sincerely, Robert Peterson, Construction Manager 904.334.1202 attachments FILE COPY FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: DUPLEX-UNITB Builder Name: BEACHES HABITAT Street: 105 OCEAN GATE DR Permit Office: CITY OF ATLANTIC BEACH City,State,Zip: ATLANTIC BEACH ,FL,32233- Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,Jacksonville 1. New construction or existing New(From Plans) 9. Wall Types(1637.3 sqft.) Insulation Area 2. Single family or multiple family Multi-family a.Frame-Wood,Exterior R=19.0 1138.70 ft2 b. Frame-Wood, Common R=19.0 498.67 ft2 3. Number of units,if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (595.0 sqft.) Insulation Area a. Under Attic(vented) R=30.0 595.00 ft2 6. Conditioned floor area above grade(ft2) 1175 b. N/A R= ft' Conditioned floor area below grade(ft2) 0 c. R= fl 11.Duct s R ft' 7. Windows(130.1 sqft.) Description Area a. Sup:Attic, Ret:Attic,AH:2nd Floor 6 142 a. U-Factor: Dbl,U=0.30 130.11 ft' SHGC: SHGC=0.30 b. U-Factor: N/A ft' 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 24.0 SEER:15.25 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 24.0 HSPF:8.70 SHGC: Area Weighted Average Overhang Depth: 3.338 ft. Area Weighted Average SHGC: 0.300 14.Hot water systems 8. Floor Types (620.0 sqft.) Insulation Area a. Electric Cap:50 gallons EF:4.500 a.Slab-On-Grade Edge Insulation R=0.0 580.00 ft2 b. Conservation features b.Raised Floor R=0.0 40.00 ft2 None c. N/A R= ft2 15.Credits None Glass/Floor Area: 0.111 Total Proposed Modified Loads: 15.41 PASS Total Standard Reference Loads: 29.68 1 hereby certify that the plans and specifications covered by Review of the plans and PIKE S7.-4p this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. J FERNANDEZ PREPARED BY: Before construction is completed 04/2015 this building will be inspected for a C DATE: 9 p compliance with Section 553.908 ° hereby certify that this building, as designed, is in compliance Florida Statutes. .tic with the Florida Energy Code. OD YV6 OWNER/AGENT: --3 -�ylJ BUILDING OFFICIAL: 1-n Jew DATE: 'f " i 7- DATE: v - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 4/27/2015 4:07 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: DUPLEX-UNITB Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1175 Lot# Owner: Total Stories: 2 Block/SubDivision: County Seat #of Units: 1 Worst Case: No PlatBook: Book 108-n,page 345 Builder Name: BEACHES HABITAT Rotate Angle: 0 Street: 105 OCEAN GATE DR Permit Office: DUVAL COUNTY Cross Ventilation: No County: DUVAL Jurisdiction: 261100 Whole House Fan: No City,State,Zip: ATLANTIC BEACH, Family Type: Multi-family FL, 32233- New/Existing: New(From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL—JACKSONVILLE—INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockl 1175 9400 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 580 4640 Yes 0 1 1 No Yes Yes 2 2nd Floor 595 4760 No 4 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 1st Floor 126 ft 0 580 ft' —_- 0 0 1 2 Raised Floor 2nd Floor _-- _-- 40 ft2 0 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Wood shingle 644 ft' 0 ft' Medium 0.98 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 150 595 ft' N N 4/27/2015 4:07 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) 2nd Floor 30 595 ft2 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 N Exterior Frame-Wood 1st Floor 19 20 0 8 0 160.0 ft2 0 0.125 0.7 0 2 E Exterior Frame-Wood 1st Floor 19 31 2 8 0 249.3 ft2 0 0.125 0.7 0 3 S Exterior Frame-Wood 1st Floor 19 20 0 8 0 160.0 ft2 0 0.125 0.7 0 4 W Neighbor Frame-Wood 1st Floor 19 31 2 8 0 249.3 ft2 0 0.125 0.7 0 5 N Exterior Frame-Wood 2nd Floor 19 20 0 8 0 160.0 ft2 0 0.125 0.7 0 6 E Exterior Frame-Wood 2nd Floor 19 31 2 8 0 249.3 ft2 0 0.125 0.7 0 7 S Exterior Frame-Wood 2nd Floor 19 20 0 8 0 160.0 ft2 0 0.125 0.7 0 8 W Neighbor Frame-Wood 2nd Floor 19 31 2 8 0 249.3 ft2 0 0.125 0.7 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Insulated 1st Floor None .46 3 8 24 ft2 2 S Insulated 1st Floor None .46 3 8 24 ft' WINDOWS Orientation shown is the entered, Propos d orientation. / Wall Overhang �/ # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Vinyl Double(Clear) Yes 0.3 0.3 27.6 ft2 6 ft 0 in 1 ft 0 in None None 2 E 2 Vinyl Double(Clear) Yes 0.3 0.3 10.3 ft2 1 ft 0 in 1 ft 0 in None None 3 E 2 Vinyl Double(Clear) Yes 0.3 0.3 6.0 ft2 1 ft 0 in 1 ft 0 in None None 4 S 3 Vinyl Double(Clear) Yes 0.3 0.3 4.0 ft2 8 ft 2 in 1 ft 0 in None None 5 N 5 Vinyl Double(Clear) Yes 0.3 0.3 27.6 ft2 6 ft 0 in 1 ft 0 in None None 6 E 6 Vinyl Double(Clear) Yes 0.3 0.3 10.3 ft2 1 ft 0 in 1 ft 0 in None None 7 E 6 Vinyl Double(Clear) Yes 0.3 0.3 13.3 ft2 1 ft 0 in 1 ft 0 in None None 8 S 7 Vinyl Double(Clear) Yes 0.3 0.3 15.5 ft2 1 ft 0 in 1 ft 0 in None None 9 S 7 Vinyl Double(Clear) Yes 0.3 0.3 15.5 ft2 1 ft 0 in 1 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0005 1541 84.6 159.1 .474 9.8363 4/27/2015 4:07 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8.7 24 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15.25 24 kBtu/hr 720 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Heat Pump 1st Floor 4.5 50 gal 90 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 CFM 25 CFM25 HVAC# �/ # Location R-Value Area Location Area Leakage Type Handier TOT OUT ON RLF Heat Cool 1 Attic 6 142 ftz Attic 187 ft' Default Leakage 2nd Floor (Default) (Default) 1 1 TEMPERATURES Programable Thermostat:N Ceiling Fans: Conlin JXJ Jan [[XX]Feb [[X]]Mar XAr X Ma JXJ Jun rXI Jul X Au X Se [X]Oct X Nov X Dec Heating XJan IX]Feb [X]Mar X�APr f X�May XJun Jul f X�Aug f X�SeP [X]Oct �X�Nov f X�Dec Ventin X Jan [[XXJ Feb [[X]]Mar [XAr [X May X Jun Jul [X Au [X Se [X]Oct [X Nov [X 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 80 80 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Heating(WD) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 4/27/2015 4:07 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: 105 OCEAN GATE DR PERMIT#: ATLANTIC BEACH, FL, 32233- MANDATORY REQUIREMENTS SUMMARY -See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors= 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: X 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 X 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 X 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 X + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special X equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. X 4/27/2015 4:07 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 52 The lower the EnergyPerformance Index, the more efficient the home. 105 OCEAN GATE DR, ATLANTIC BEACH, FL, 32233- 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Multi-family a. Frame-Wood,Exterior R=19.0 1138.70 ft' b. Frame-Wood,Common R=19.0 498.67 ft' 3. Number of units,if multiple family 1 c. N/A R= ftz 4. Number of Bedrooms 3 d. N/A R= ft' 10.Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic(Vented) R=30.0 595.00 ft' 6. Conditioned floor area(ft') 1175 b. N/A R= ftz 7. Windows" Description Area c. N/A R= ft' a. U-Factor: Dbl,U=0.30 130.11 ft' 11.Ducts R ft' SHGC: SHGC=0.30 a.Sup:Attic, Ret:Attic,AH:2nd Floor 6 142 b. U-Factor: N/A ft' SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft' a.Central Unit 24.0 SEER:15.25 SHGC: d. U-Factor: N/A ft' SHGC: 13.Heating systems kBtu/hr Efficiency a. Electric Heat Pump 24.0 HSPF:8.70 Area Weighted Average Overhang Depth: 3.338 ft. Area Weighted Average SHGC: 0.300 8. Floor Types Insulation Area 14.Hot water systems a. Electric Cap: 50 gallons a.Slab-On-Grade Edge Insulation R=0.0 580.00 ft EF:4.5 b. Raised Floor R=0.0 40.00 ft' c. N/A R= ft' b. Conservation features None 15.Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building 4-INE SPAT Construction through the above energy saving features which will be installed (or exceeded) yo Fo in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. +++++,� Builder Signature: ,L✓Y✓L/" Date: Address of New Home: jam; �C1 �, I �`_� City/FL Zip: man WT '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: DUPLEX-UNITB Builder Name: BEACHES HABITAT Street: 105 OCEAN GATE DR Permit Office: DUVAL COUNTY City,State,Zip: ATLANTIC BEACH, FL,32233- Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in substantial contact and continuous alignment with building envelope air barrier. Breaks or joints in the air barrier are filled or repaired. Air-permeable insulation is not used as a sealing material. Air-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. X Junction of foundation and sill plate is sealed. Windows and doors Space between window/door jambs and framing is sealed. X Rim joists Rim joists are insulated and include an air barrier. X 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 /J vapor retarder with overlapping joints taped. /rJ' 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. 1� Recessed lighting Recessed light fixtures are air tight, IC rated, and sealed to drywall. Exception—fixtures in conditioned space. u Plumbing and wiring Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation extends behind piping and wiring. Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier X 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 X subfloor or drywall. Fireplace Fireplace walls include an air barrier. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Manual S Compliance Report Job: HABITAT-DUPLEX UNIT-B wrightsoft Date: 02/2015 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRA,FL 32081 Phone:904823-9696 Email:FAE@ENGINEER.COM Web:WWW.NORTHFLORIDAAIR.COM Project Information For: HABITAT-DUPLEX UNIT-B, BEACHES HABITAT 105 OCEAN GATE DR,ATLANTIC BEACH, FL 32233 Cooling • • Design Conditions Outdoor design DB: 92.0°F Sensible gain: 23873 Btuh Entering coil DB: 76.4°F Outdoor design WB: 78.0°F Latent gain: 3017 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 26890 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: CARRIER Model: 25HBC524+FX4DNF025 Actual airflow: 800 cfm Sensible capacity: 3772 Btuh 16%of load Latent capacity: 1057 Btuh 35% of load Total capacity: 4829 Btuh 18% of load SHR: 78% Heating Equipment Design Conditions Outdoor design DB: 39.0°F Heat loss: 24846 Btuh Entering coil DB: 69.4°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: CARRIER Model: 25HBC524+FX4DNF025 Actual airflow: 800 cfm Output capacity: 15079 Btuh 61%of load Capacity balance: 42 °F Supplemental heat required: 9767 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 800 cfm Output capacity: 5.2 kW 71%of load Temp. rise: 0 °F The above equipment was selected in accordance with ACCA Manual S. 2015-Apr-27 16:20:09 �y wrightsoft Right-Suite®Universal 2013 13.0.09 RSU13554 Page 1 �+^ ...ts\Wrightsoft HVAC\HABIJAX-DUPLEX-UNIT-B-MJ.rup Calc=MJ8 Building Front faces: E + - Residential - Review • Form for HVAC System Design (Loads, Equipment, Ducts) 15 Mar 09 k Slxxt•riq trixtnaN^wr,� Header Information Contractor: REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes t No ❑ Mechanical license: or MAAE Form"(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes 0 No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ® No ❑ Duct distribution sketch: Yes g] No ❑ Home address(Street or Lot#,Block,Subdivision): 105 OCEAN GATE DR, Entire House --HVAC LOADCALCULATIONORC •1 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 39 'F Orientation: Building Front faces East Indoor temperature: 70 °F North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 24846 Btuh Number of bedrooms: 3 Conditioned floor area: 1175 ft' Summer Design Conditions Number of occupants: 3 Outdoor temperature: 92 'F Indoor temperature: 75 °F Windows Rao-' Grains difference: 58 gr4b @50% RH Eave overhang depth: 1,0 ft Sensible heat gain: 23873 Btuh Internal shade: none Latent heat gain: 3017 Btuh Blinds,drapes,etc. oeptn Wm��n Total heat gain: 26890 Btuh Number of skylights: 0 HVAC EQUIPMENT . 1 Heating Equipment Data Cooling Fquinm_ ent Data Blower Data Equipment type: Split ASHP Eckuilgment type: Split ASHP Heating cfm: 800 urnace,Healpump,Boiler,etc. Ir onditioner,Heat pump,etc. Cooling cfm: 800 Model: CARRIER Model: CARRIER Static pressure: 0.50 in H2O 25HBC524+FX4DNF025 25HBC524+FX4DNF025 Fan's rated external static pressure for design airflow Heating output capacity: 15079 Btuh Total cooling capacity: 4829 Btuh Heat pumps-capacity at winter design out oor conditions Sensible cooling capacity: 3772 Btuh Aux.heating output capacity: 17762 Btuh Latent cooling capacity: 1057 Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow: 800 cfm Longest supply duct: 377 ft Duct Materials Used Equipment design ESP: 0.50 in H2O Longest return duct: 0 ft Trunk duct: Total device pressure losses: 0 in H2O Total effective length(TEL): 377 ft Available static pressure(ASP): 0.50 in H2O Friction rate: ((��'7'00�55nn0 in/100ft Branch duct: Round flex vinyl Friction R ate=ASP a(TEL-k I declare the load calculation. equipment equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: J FERNANDEZ Contractor's signature: J FERNANDEZ (E-SIGN) Date: 04/2015 Reserved for County. Town Municipality or Authority having jurisdiction use. 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist + wrightsoft Right-SuiteC&U niversal 2013 13.0.09 RSU13554 Building Analysis Job: HABITAT-DUPLEX UNIT-B u - - wrightsoft 9 y Date: 02/2015 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRA,FL 32081 Phone:904823-9696 Email:FAE@ENGINEER.COM Web:VWM.NORTHFLORIDAAIR.COM Project Information For: HABITAT-DUPLEX UNIT-B, BEACHES HABITAT 105 OCEAN GATE DR,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange (°F) - 15 ( I ) Method Simplified Wet bulb(°F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0(Average) Component Btuh1W Btuh % of load Walls 2.7 1538 6.2 Glazing 47.2 14674 59.1 Doors 0 0 0 Ceilings 1.0 1166 4.7 Floors 1.2 1431 5.8 Infiltration 3.8 3385 13.6 Ducts 2652 10.7 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 1 1 24846 100.0 • M. Component Btuh1W Btuh % of load Walls 1.4 811 3.4 Glazing 52.0 16159 67.7 Doors 0 0 0 Ceilings 1.7 2044 8.6 Floors 0 0 0 Infiltration 0.9 758 3.2 Ducts 3411 14.3 Ventilation 0 0 Internal gains 690 2.9 Blower 0 0 Adjustments 0 Total 23873 100.0 Latent Cooling Load=3017 Btuh Overall U-value=0.187 Btuh/ftz-°F WARNING: window to floor area ratio=26.5%- more than 25%. 2015-Apr-27 16:22:23 wr-ightsoft Right-Suite®Universal 2013 13.0.09 RSU13554 Page 1 ...ts\wrightsoft HVAC\HABIJAX-DUPLEX-UNIT-B-MJ.rup Calc=MJ8 Building Front faces: E Component Constructions Job: HABITAT-DUPLEX UNIT-B wrightsoft Date: 02/2015 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRA,FL 32081 Phone:904-823-9696 Email:FAE@ENGINEER.COM Web:WWWAORTHFLORIDAMR.COM Project Information For: HABITAT-DUPLEX UNIT-B, BEACHES HABITAT 105 OCEAN GATE DR,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Daily range(°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0(Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss CIg HTM Gain tY Btuh/W-`F ft-`F/Btuh Btuh1W Btuh Bhh/W Btuh Walls 12B-2bw:Frm wall,brk 4"ext,r-11 cav ins,2"x4"wood frm,r-2 int bd n 512 0.086 13.0 2.67 1365 1.41 720 ins a 65 0.086 13.0 2.67 173 1.41 91 all 577 0.086 13.0 2.67 1538 1.41 811 Partitions (none) Windows 10A-m: 1 glazing,reflective(1/4"only)glz,frill no brk frm mat, 1/4"thk, n 196 1.670 0 51.8 10147 27.6 5404 high rflct pert;8 ft overhang(8 ft window ht,6 ft sep.) 1 A-c1 om: 1 glazing,cir glz,trill no brk frm mat, 1/8"thk;1 ft overhang(5 a 80 1.270 0 39.4 3150 93.5 7482 It window ht,2 ft sep.) 1A-c1om: 1 glazing,clr glz,mtl no brk frm mat, 1/8"thk;1 ft overhang(6 a 35 1.270 0 39.4 1378 93.5 3273 It window ht,2 ft sep.) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 1175 0.032 30.0 0.99 1166 1.74 2044 ins Floors 22A-vph: Bg floor,heavy damp soil,on grade depth,vinyl fir fnsh n 34 1.358 0 42.1 1431 0 0 2015-Apr-27 16:22:23 wrightsoft Right-Suite(i Universal 2013 13.0.09 RSU13554 Page 1 ...ts\Wrightsoft HVAC\HABIJAX-DUPLEX-UNIT-B-MJ.rup Calc=MJ8 Building Front faces: E Component Constructions Job: HABITAT-DUPLEX UNIT-B + - wrightsoft p Date: 02/2015 BATH2 By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRA,FL 32081 Phone:904-823-9696 Email:FAE@ENGINEER.COM Web:WWW.NORTHFLORIDAAIR.COM Project • • For: HABITAT-DUPLEX UNIT-B, BEACHES HABITAT 105 OCEAN GATE DR,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature(°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange (°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ftBhh/ft'-"F fN-`F/Btuh Bhh/R' Btuh BtuhV Btuh Walls (none) Partitions (none) Windows 10A-m:1 glazing,reflective(1/4"only)glz,mtl no brk frm mat, 1/4"thk, n 6 1.670 0 51.8 311 27.6 165 high rflct pert;8 ft overhang(8 It window ht,6 ft sep.) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 72 0.032 30.0 0.99 71 1.74 125 ins Floors 22A-vph:Bg floor,heavy damp soil,on grade depth,vinyl fir fish n 6 1.358 0 42.1 253 0 0 2015-Apr-27 16:22:23 wrightsoft Right-Suile(&Universal 201313.0.09RSU13554 Paget is\VJrightsoft HVAC\HABIJAX-DUPLEX-UNIT-B-MJ.rup Calc=MJ8 Building Front faces: E Component Constructions Job: HABITAT-DUPLEX UNIT-B +� wrightsoft Component Date: 02/2015 MBED By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,POINTE VEDRA,FL 32081 Phone:904823-9696 Email:FAE@ENGINEER.COM Web:WWW.NORTHFLORIDAMR.COM Project Information For: HABITAT-DUPLEX UNIT-B, BEACHES HABITAT 105 OCEAN GATE DR,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange (°F) - 15 ( L ) Method Simplified Mt bulb('F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0(Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ♦2 Bhh/ft'-`F fN-`F/Bhh Btuh/fN Btuh Btuh/ft' Btuh Walls 12B-2bw:Frm wall,brk 4"ext,r-11 cav ins,2'x4"wood frm,r-2 int bd n 102 0.086 13.0 2.67 272 1.41 143 ins Partitions (none) Windows 10A-m: 1 glazing,reflective(1/4"only)glz,mtl no brk frm mat, 1/4"thk, n 30 1.670 0 51.8 2071 27.6 1103 high rflct perf;8 ft overhang(8 ft window ht,6 ft sep.) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 195 0.032 30.0 0.99 193 1.74 339 ins Floors (none) 2015-Apr-27 16:22:23 t -SuitUniversa1201313.0.09 RSU1355+ wrightsot RightPage 3 HCl ...ts\Wrightsoft HVAC\HABIJAX-DUPLEX-UNIT-B-MJ.rup Calc=MJ8 Building Front faces: E Job: HABITAT-DUPLEX UNIT-B wrightsoft Component Constructions Date: 02/2015 BED2 By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRA,FL 32081 Phone:904-823-9696 Email:FAEQENGINEER.COM Web:VWM.NORTHFLORI DAA R.COM Project • • For: HABITAT-DUPLEX UNIT-B, BEACHES HABITAT 105 OCEAN GATE DR,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD(°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange (°F) - 15 ( L ) Method Simplified Vit bulb(°F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0(Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' BWh/W-`F ft'-'F/Ruh B¢hM' Btuh BtLhff Btuh Walls 12B-2bw:Frm wall,brk 4"ext,r-11 cav ins,2"x4"wood frm,r-2 int bd n 22 0.086 13.0 2.67 59 1.41 31 ins a 20 0.086 13.0 2.67 53 1.41 28 all 42 0.086 13.0 2.67 112 1.41 59 Partitions (none) Windows 10A-m: 1 glazing,reflective(1/4"only)glz,mtl no brk frm mat,1/4"thk, n 10 1.670 0 51.8 6212 27.6 3308 high dict pert;8 ft overhang(8 ft window ht,6 ft sep.) 1A-clom:1 glazing,clr glz,mtl no brk frm mat, 1/8"thk; 1 ft overhang(5 a 30 1.270 0 39.4 3150 93.5 7482 ft window ht,2 ft sep.) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 171 0.032 30.0 0.99 170 1.74 297 ins Floors (none) 2015-Apr-27 16:22:23 + wrightsoft Right-Suite®Universal 2013 13.0.09 RSU13554 Page 4 is\wrightsoft HVAC\HABIJAX-DUPLEX-UNIT-B-MJ.rup Calc=MJ8 Building Front faces: E Job: HABITAT-DUPLEX UNIT-B - wrightsoft Component Constructions Date: 02/2015 GREAT By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRA,FL 32081 Phone:904823-9696 Email:FAE@ENGINEER.COM Web:VWJW.NORTHFLORI DAN R.COM Project Information For: HABITAT-DUPLEX UNIT-B, BEACHES HABITAT 105 OCEAN GATE DR,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange (°F) - 15 ( L ) Method Simplified Wet bulb('F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0(Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain M' Btuht'-'F ft-'F/ah BtuhiR' Btuh Btuh/ft' Btuh Walls 12B-2bw: Frm wall,brk 4"ext,r-11 cav ins,2"x4"wood frm,r-2 int bd n 111 0.086 13.0 2.67 296 1.41 156 ins a 45 0.086 13.0 2.67 120 1.41 63 all 156 0.086 13.0 2.67 416 1.41 219 Partitions (none) Windows 1A-clom: 1 glazing,clr glz,mtl no brk frm mat, 1/8"thk;1 ft overhang(6 a 35 1.270 0 39.4 1378 93.5 3273 ft window ht,2 ft sep.) Doors (none) Ceilings 166-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 266 0.032 30.0 0.99 264 1.74 463 ins Floors 22A-vph:Bg floor,heavy damp soil,on grade depth,vinyl flr fish n 12 1.358 0 42.1 505 0 0 2015-Apr-27 16:22:23 .� wrightSOft Right-Suite(&Universal 2013 13.0.09 RSU1 3554 Page AM ._ts\Wrightsoft HVAC\HABIJAX-DUPLEX-UNIT-B-MJ.rup Calc=MJ8 Building Front faces: E Component Constructions Job: HABITAT-DUPLEX UNIT-B - - wrightsc p Date: 0212015 MWIC By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRA,FL 32081 Phone:904-823-9696 Email:FAE@ENGINEER.COM Web:WWW.NORTHFLORI DAAIR.COM Project • • For: HABITAT-DUPLEX UNIT-B, BEACHES HABITAT 105 OCEAN GATE DR,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Daily range(°F) - 15 ( L ) Method Simplified Vet bulb(°F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0(Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain R' BnhNP-'F ff-`F/Btuh Btuh/ft' Btuh Bhh/W Btuh Walls 12B-2bw:Frm wall,brk 4"ext,r-11 cav ins,7'x4"wood frm,r-2 int bd n 9 0.086 13.0 2.67 24 1.41 13 ins Partitions (none) Windows (none) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 32 0.032 30.0 0.99 32 1.74 56 ins Floors 22A-vph:Bg floor,heavy damp soil,on grade depth,vinyl flr fnsh n 8 1.358 0 42.1 337 0 0 wri htsoft 2015-Apr-2716:22:23 Right-Suite®Universal 201313.0.09 RSU13554 Page is\Wrightsoft HVAC\HABIJAX-DUPLEX-UNIT-B-MJ.rup Calc=MJ8 Building Front faces: E Component Constructions Job: HABITAT-DUPLEX UNIT-B wrightsc p Date: 02/2015 BATH1 By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HIL DEN RD 308,PONTE VEDRA,FL 32081 Phone.904823-9696 Email:FAE@ENGINEER.COM Web:WWW.NORTHFLORIDAAJR.COM Project Information For: HABITAT-DUPLEX UNIT-B, BEACHES HABITAT 105 OCEAN GATE DR,ATLANTIC BEACH, FL 32233 Design C• • • Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange (°F) - 15 ( L ) Method Simplified VVkt bulb(°F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0(Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain fF Bhh/W-°F ft-`F/Btuh Bluh/R' Btuh Btuh/ft' Btuh Walls 12B-2bw:Frm wall,brk 4"ext,r-11 cav ins,2"x4"wood frm,r-2 int bd n 6 0.086 13.0 2.67 16 1.41 8 ins Partitions (none) Windows (none) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 52 0.032 30.0 0.99 52 1.74 90 ins Floors (none) 2015-Apr-27 16:22:23 wrightsoft' Right-Suite&U niversal 2013 13.0.09 RSU13554 Page 7 ...ts\Wrightsoft HVAC\HABIJAX-DUPLEX-UNIT-B-MJ.rup Calc=MJ8 Building Front faces: E Component Constructions Job: HABITAT-DUPLEX UNIT-B - wrightsoft P Date: 02/2015 MECH By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRA,FL 32081 Phone:904823-9696 Email:FAE(MENGINEER.COM Web:WMAORTHFLORIDAAIR.COM Project • • For: HABITAT-DUPLEX UNIT-B, BEACHES HABITAT 105 OCEAN GATE DR,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange(°F) - 15 ( L ) Method Simplified Wetbulb(°F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0(Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain fl Bhh/W-'F fP-'F/Btuh BM/R' Btuh Bth/T Btuh Walls 12B-2bw: Frm wall,brk 4"ext,r-11 cav ins,2"x4"wood frm,r-2 int bd n 8 0.086 13.0 2.67 21 1.41 11 ins Partitions (none) Windows (none) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 48 0.032 30.0 0.99 48 1.74 83 ins Floors 22A-vph:Bg floor,heavy damp soil,on grade depth,vinyl fir fnsh n 8 1.358 0 42.1 337 0 0 2015-Apr-27 16:22:23 wrlghtsoft Right-Suite®Universal 2013 13.0.09 RSU13554 Page amu^ ...ts\Wrightsoft HVAC\HABIJAX-DUPLEX-UNIT-B-MJ.rup Calc=MJ8 Building Front faces: E Job: HABITAT-DUPLEX UNIT-13- wrightsoft Component Constructions Date: 02/2015 BED3 By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRA,FL 32081 Phone:904823-9696 Email:FAE@ENGINEER.COM Web:WWW.NORTHFLORI DAAIR.COM Project Information For: HABITAT-DUPLEX UNIT-B, BEACHES HABITAT 105 OCEAN GATE DR,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Daily range(°F) - 15 ( L ) Method Simplified Wetbulb(°F) - 78 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0(Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft Btth/M'-°F fN-`F/Bhh Brth/W Btuh BhhlfF Btuh Walls 12B-2bw: Frm wall,brk 4"ext,r-11 cav ins,2"x4"wood frm,r-2 int bd n 127 0.086 13.0 2.67 339 1.41 179 ins Partitions (none) Windows 10A-m:1 glazing,reflective(1/4"only)glz,mtl no brk frm mat, 1/4"thk, n 15 1.670 0 51.8 777 27.6 414 high Met pert;8 ft overhang(8 ft window ht,6 ft sep.) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 151 0.032 30.0 0.99 150 1.74 263 ins Floors (none) 2015-Apr-27 16:22:23 WrightsofltRight-SuitedUniversal201313.0.09RSU13554 Page ...ts\Wrightsoft HVAC\HABIJAX-DUPLEX-UNIT-B-MJ.rup Calc=MJ8 Building Front faces: E Job: HABITAT-DUPLEX UNIT-B - wrightsoft Component Constructions Date: 02/2015 KITCHEN By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRA,FL 32081 Phone:904823-9696 Email:FAE@ENGINEER.COM Web:WWW.NORTHFLORIDAAIR.COM Project • • For: HABITAT-DUPLEX UNIT-B, BEACHES HABITAT 105 OCEAN GATE DR,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity (%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange (°F) - 15 ( L ) Method Simplified Vet bulb(°F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0(Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' BtuhM-°F ff-`F/Bhh BM/ft' Btuh BtLhft' Btuh Walls 12B-2bw:Frm wall,brk 4"ext,r-11 cav ins,7'x4"wood frm,r-2 int bd n 127 0.086 13.0 2.67 339 1.41 179 ins Partitions (none) Windows 10A-m: 1 glazing,reflective(1/4"only)glz,mtl no brk frm mat, 1/4"thk, n 15 1.670 0 51.8 777 27.6 414 high Mct perf;8 ft overhang(8 ft window ht,6 ft sep.) Doors (none) Ceilings 16B-30ad:Attic ceiling,asphalt shingles roof mat,r-31 roof ins,r-30 ceil n 188 0.032 30.0 0.99 186 1.74 327 ins Floors (none) � rso2015-Apr-27 1s:22:z ,j6=_: _ � wihtft 9 Right-Suite®Universal 2013 13.0.09 RSU13554 Page 100 ACCO. ...ts\wrightsoft HVAC\HABIJAX-DUPLEX-UNIT-B-MJ.rup Calc=MJ8 Building Front faces: E Project SJob: HABITAT-DUPLEX UNIT-B + wrightsoft Summary Date: 02/2015 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRA,FL 32081 Phone:904823-9696 Email:FAE@ENGINEER.COM Web:VWM.NORTHF LORI DAN R.0 OM Project Information For: HABITAT-DUPLEX UNIT-B, BEACHES HABITAT 105 OCEAN GATE DR,ATLANTIC BEACH, FL 32233 Notes: Design Information Weather: Jacksonville Mayport Naval, FL, US Winter Design Conditions Summer Design Conditions Outside db 39 'F Outside db 92 °F Inside db 70 °F Inside db 75 'F Design TD 31 'F Design TD 17 'F Daily range L Relative humidity 50 % Moisture difference 58 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 22194 Btuh Structure 20462 Btuh Ducts 2652 Btuh Ducts 3411 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 24846 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 23873 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 2203 Btuh Ducts 815 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft2) 1175 1175 Equipment latent load 3017 Btuh Volume(ft) 10575 10575 Air changes/hour 0.56 0.23 Equipment total load 26890 Btuh Equiv.AVF(cfm) 99 41 Req.total capacity at 0.78 SHR 2.6 ton Heating Equipment Summary Cooling Equipment Summary Make CARRIER Make CARRIER Trade 2.0 TON Trade 2.0 TON Model 25HBC524 Cond 25HBC524 AHRI ref 3645571 Coil FX4DNF025 AHRI ref 3645571 Efficiency 8.7 HSPF Efficiency 15.25 SEER Heating Input Sensible cooling 18720 Btuh Heating output 24000 Btuh @ 47°F Latent cooling 5280 Btuh Temperature rise 27 'F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.032 cfm/Btuh Air flow factor 0.034 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft 2015-Apr-27 16:22:21 g Right-Suite®Universal 2013 13.0.09 RSU13554 Page 1 ��' _.ts\Wrightsoft HVAC\HABIJAX-DUPLEX-UNIT-B-MJ.rup Calc=MJ8 Building Front faces: E AED Assessment Job: HABITAT-DUPLEX UNIT-B wrightsoft Date: 02/2015 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRA,FL 32081 Phone:904-823-9696 Email:FAE@ENGINEER.COM Web:WWW.NORTHFLORIDAAIR.COM Project • • For: HABITAT-DUPLEX UNIT-B, BEACHES HABITAT 105 OCEAN GATE DR,ATLANTIC BEACH, FL 32233 Design Conditions Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 70 75 Elevation: 16 ft Design TD (°F) 31 17 Latitude: 30°N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 15.7 58.2 Dry bulb(°F) 39 92 Infiltration: Dailyrange (°F) - 15 ( L ) Vet bulb('F) - 78 Wind speed(mph) 15.0 7.5 Test for • - • Exposure Hxjiy C3EOT Load zz,00 20,00 — 18,00 16,00 14,00 12,00 10,00 8, 6,0 4,00 2,00 0 I I J 8 9 10 11 12 13 14 15 16 17 18 19 20 Har dDry /,yb /Aeg PEO MrM Maximum hourly glazing load exceeds average by 21.8%. House has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Btuh { wri ht5oft 2015-Apr-27 16:22:23 1 1_ � Right-Suite®Universal 2013 13.0.09 RSU13554 Page 1 /R!r✓;71q� ...ts\Wrightsoft HVAC\HABIJAX-DUPLEX-UNIT-B-MJ.rup Calc=MJ8 Building Front faces: E Duct System Summa Job: HABITAT-DUPLEX UNIT-B + - wrightsoft y Date: 02/2015 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRA,FL 32081 Phone:904-823-9696 Email:FAE@ENGINEER.COM Web:WWW.NORTHFLORI DAM R.COM Project Information For: HABITAT-DUPLEX UNIT-B, BEACHES HABITAT 105 OCEAN GATE DR, ATLANTIC BEACH, FL 32233 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.50 in H2O 0.50 in H2O Supply/return available pressure 0.250/0.250 in H2O 0.250/0.250 in H2O Lowest friction rate 0.500 in/100ft 0.500 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 377 ft SupplyDetail Table Design HtgClg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk MECH h 539 27 10 0.500 4.0 Ox 0 VIFx 307.0 70.0 BATH2 h 809 40 28 0.500 4.0 Ox 0 VIFx 307.0 70.0 MBED h 3852 190 162 0.500 7.0 Ox 0 VIFx 307.0 70.0 BED3 h 2295 113 93 0.500 6.0 Ox 0 VIFx 307.0 70.0 KITCHEN h 2340 115 99 0.500 6.0 Ox 0 VIFx 307.0 70.0 BED2 h 2380 117 99 0.500 6.0 Ox 0 VIFx 307.0 70.0 GREAT c 2167 83 146 0.500 6.0 Ox 0 VIFx 307.0 70.0 GREAT-A c 2167 83 146 0.500 6.0 Ox 0 VIFx 307.0 70.0 BATH1 c 147 6 10 0.500 4.0 Ox 0 VIFx 307.0 70.0 MWIC h 528 26 7 0.500 4.0 Ox 0 VIFx 307.0 70.0 2015-Apr-271614:11 wrightsoft Right-Suite&Universal 2013 13.0.09 RSU13554 Page 1 is\Wrightsofl HVAC\HABIJAX-DUPLEX-UNIT-B-MD.rup Calc=MJ8 Building Front faces: E www.ahridirectory.org Certificate of Product Ratings AHRI Certified Reference Number: 3645571 Date: 4/27/2015 Product: Split System: Heat Pump with Remote Outdoor Unit-Air-Source Outdoor Unit Model Number: 25HBC524A**30 Indoor Unit Model Number: FX4DNF025 Manufacturer: CARRIER AIR CONDITIONING Trade/Brand name: CARRIER Series name: COMFORT 13 PURON HP Manufacturer responsible for the rating of this system combination is CARRIER AIR CONDITIONING Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air-Conditioning and Air-Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent,third party testing: Cooling Capacity(Btuh): 24000 EER Rating (Cooling): 12.00* SEER Rating (Cooling): 15.25 Heating Capacity(Btuh) @ 47 F: 24000 Region IV HSPF Rating (Heating): 8.70 Heating Capacity(Btuh) @ 17 F: 14700 'Ratings followed by an asterisk(')indicate a voluntary rerate of previously published data,unless accompanied with a WAS,which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS "121 This Certificate and its contents are proprietary products of AHRI.This Certificate shall only be used for Individual,personal andA: confidential reference purposes.The contents of this Certificate may not,in whole or in part,be reproduced;copied;disseminated; .` `' entered into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's individual, personal and confidential reference. AIR-CONDITIONING,HEATING, CERTIFICATE VERIFICATION &REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.ahridirectory.org,click on"Verify Certificate"link we make life better'" and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above,and the Certificate No.,which is listed at bottom right. 1 307461 31 61 91 09909 ©2014 Air-Conditioning, Heating,and Refrigeration Institute CERTIFICATE NO.: CERTIFIED www.ahridirecr org Certificate of Product Ratings AHRI Certified Reference Number: 3645571 Date: 4/27/2015 Product: Split System: Heat Pump with Remote Outdoor Unit-Air-Source Outdoor Unit Model Number: 25HBC524A**30 Indoor Unit Model Number: FX4DNF025 Manufacturer: CARRIER AIR CONDITIONING Trade/Brand name: CARRIER Series name: COMFORT 13 PURON HP Manufacturer responsible for the rating of this system combination is CARRIER AIR CONDITIONING Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air-Conditioning and Air-Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent,third party testing: Cooling Capacity (Btuh): 24000 EER Rating (Cooling): 12.00* SEER Rating (Cooling): 15.25 Heating Capacity(Btuh) @ 47 F: 24000 Region IV HSPF Rating (Heating): 8.70 Heating Capacity(Btuh) @ 17 F: 14700 'Ratings followed by an asterisk(*)indicate a voluntary rerate of previously published data,unless accompanied with a WAS,which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at www.ahrldirectory.org. TERMS AND CONDITIONS This Certificate and Its contents are proprietary products of AHRI.This Certificate shall only be used for Individual,personal and confidential reference purposes.The contents of this Certificate may not,in whole or in part,be reproduced;copied;disseminated; no ailentered into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's individual, personal and confidential reference. AIR-CONDITIONING,HEATING, CERTIFICATE VERIFICATION &REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.ahridlrectory.org,click on"Verify Certificate"link we make life better'" and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above,and the Certificate No.,which is listed at bottom right. 130746131619109909 ©2014 Air-Conditioning, Heating,and Refrigeration Institute CERTIFICATE NO.: , r JULIUS LEE PE. RE: 650274- 1109 COASTAL BAY BLVD, BOYNTON BEACH, FL 33435 Site Information: Project Customer: Habitat for Humanity Project Name: 650274 Model: Duplex Lot/Block: . Subdivision: . Address: 101-105 Ocean Gate Drive City: Duval State: Florida Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: Woodward, Elizabeth A., PE License#: 61947 Address: 9719 Heckscher Dr. City: Jacksonville State: Florida General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TP12007 Design Program: MiTek 20/20 7.3 Wind Code: ASCE 7-10 Wind Speed: 130 mph Floor Load: 55.0 psf o ° y- > Roof Load: 32.0 psf W * w n �% vu This package includes 44 individual, dated Truss Design Drawings and 0 Additional Drawin4.2 O With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and tmti'h g she" conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. ' This document processed per section 16G15-23.003 of the Florida Board of Professionals RirYe 2 a In the event of changes from Builder or E.O.R. additional coversheets and dra* gS rpay kco this coversheet. The latest approval dates supersede and replace the revious d a*f No. Seal# ' a Truss Name Date No. Seal# Truss Name Date taxa 1 119528761 1 CJ01 3/26/015 118 119528778 IF12 3/26/015 W1 w 2 o c o E LJ 12 119528762 1 CJ02 13/26/015 119 119528779 1 F13 13/26/015 0: ii �a v c I O 13 119528763 1 CJ03 13/26/015 120 119528780 I F14 13/26/015 V y z 1? Z 14 119528764 EJ01 13/26/015 121 119528781 1 F15 13/26/015 l a L ac v c 15 119528765 I EJ02 13/26/015 122 119528782 1 F 16 13/26/015 w c c a s Q 16 119528766 1 F01 13/26/015 123 119528783 1 HJ01 13/26/015 n 17 119528767 1 F01A 13/26/015 124 119528784 J HJ02 13/26/015 1 v > 1 8 119528768 1 F02 13/26/015 125 119528785 1 T05G 13/26/015 1 E C,:r.N O 19 119528769 1 F03 13/26/015 126 119528786 1 T06 13/26/015 CL a 3 o a 110 119528770 1 F04 13/26/015 127 119528787 I T07 13/26/0151 ® ^ b y i; Q 11 119528771 1 F05 13/26/015 128 119528788 1 T08 13/26/015 J ; 12 112 119528772 1 F06 13/26/015 129 119528789 1 T09 13/26/015 * Ulf c° 0 ❑ Q ` 13 19528773 1 F07 3/26/015 30 19528790 T10 3/26/015 * 3 _ ^ u a' 114 119528774 1 F08 13/26/015 131 119528791 1 T11 13/26/0151 '0 w > .9 115 119528775 I F09 13/26/015 132 119528792 I T12 13/26/0151 a C t O 0 L� 116 119528776 1 F 10 13/26/015 133 119528793 1 T 13 13/26/015 c o d -� 117 19528777 F11 13/26/015 134 119528794 T14 3/26/015 "c EE ° n Q The truss drawing(s)referenced above have been prepared by MiTek 0 / Industries,Inc. under my direct supervision based on the parameters S .* provided by Builders FirstSource(Jax). ASF < � Truss Design Engineer's Name: Julius Lee o 34869 My license renewal date for the state of Florida is February 28, 2017. _ NOTE:The seal on these drawings indicate acceptance of % O wtJ STATE OF professional engineering responsibility solely for the truss P � � '•. t©R10 • components shown. The suitability and use of this component for any particular building is the responsibility of the building '��/ //JNA\.��� designer, per ANSI/TPI-1 Chapter 2. // 11 1 11 t\ll4arch 26,2015 I of 4 Julius Lee ob Truss Truss Type Qty Ply 74e CJo1 Jack-Open Truss 6 1 Lb Reference(optional) 19528761 Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu Mar 26 09:17:35 2015 Page 1 ID:bW D42aFSHCdYXPih10Nv4ywp0k-A?E5hdTItwNSrgonCeui551BpGJhGs4XGz6gmPzX6G_ -1-4-0 1-0-0 140 1-0-0 -- ' sm.•rr� 9 z am u T er 1 4 b4_ LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.14 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 n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:5 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-M 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 duhn Wss erection in accordance with Stabilizer Installation quide. REACTIONS (lb/size) 2=133/0-3-8 (min.0-1-8),4=5/Mechanical,3=-24/Mechanical Max Horz 2=48(LC 8) Max Uplift2=-169(LC 8),3=-30(LC 2) Max Grav 2=163(LC 2),4=14(LC 3),3=45(LC 8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. `\\\\\\011111/1/( ' (\S S ,,•/ NOTES (7-9) ` aV\ ••K .. 1)Wind:ASCE 7-10,Vult=130mph(3-second gust)Vasd=101mph,TCDL=4.2psf,BCDL=3.Opsf,h=24ft,Cat.II;Exp C,Enc.,GCpi=0.18;MWFRS(envelope) ` v' S gable end zone and C-C Extenor(2)zone;C-C for members and forces&MWFRS for reactions shown,Lumber DOL=1.60 plate grip DOL=1.60 7 CEN F •• i 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-M wide will fit between the bottom 7C r 3486 chord and any other members. i 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 169 Ib uplift at joint 2 and 30 Ib uplift at joint 3. -- •' Ll. _ 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. `�0 1 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. �T�T� `V 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 �('l.,•�L�R�p p. ,«`mow ,� LOAD CASE(S) Standard //// �O N A\— March 26,201: WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 BEFORE USE. Design valid for use only with MiTek connectors.This 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 ANSIRPII Quality Criteria,DSB-89 and BCSI1 Building Component Boynton Beach,,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Truss Truss Type py ply 19528763 50274 CJ03 Jack-Open Truss 4 1 (optional)Job Reference Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Thu Mar 26 09:17:36 2015 Page 1 ID:bW D42aFSHCdYXPih10Nv4ywpOk-fBnTuzTweEVJS_N_MLPxdlZJAgc(?JJgVduEHr7X6Fz 1-0 0 5-0-0 SOM�1'13.0 3 4W T1 2 ^� In YYYIII 1 h4_ Q T 11 LOADING(psf) SPACING 2-0.0 CSI DEFL in (loc) Well Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.21 Vert(TL) -0.06 2-4 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a We BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:18 lb 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. FMiTek recommends that Stabilizers and required Cross bracing be installed truss erection in accordance with Stabilizer Installation uide. REACTIONS (Ib/size) 3=95/Mechanical,2=207/0-3-8 (min.0-1.8),4=24/Mechanical Max Horz 2=116(LC 8) Max Uplift3=-109(LC 12),2=182(LC 8) Max Grav 3=116(LC 2),2=249(LC 2),4=72(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-Alt forces 250(lb)or less except when shown. NOTES (7-9) 1)Wind:ASCE 7-10,Vult=130mph(3-second gust)Vasd=101mph,TCDL=4.2psf,BCDL=3.Opsf;h=24ft;Cat.ll;Exp C;End.,GCpi=0.18;MWFRS(envelope) ` 1J ,•' �GEN$ 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 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. y 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-M wide will fit between the bottonZ 7[ chord and any other members. f 34869 _ 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 109 Ib uplift at joint 3 and 182 Ib uplift at joint 2. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. � ...... 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the �10 responsibility of the building designer per ANSI TPI 1 as referenced by the building code. STATE 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 '.• FL OR(p P ••'•V~ y� LOAD CASE(S) StandardONM­ /�ts� �`•r'\�� /Jlllllilt\� March 26,201: WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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 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 ANSVTPII 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 FussType Qty Ply19528765 5027 EJ02 l Truss 1 1 Job Reference o tional i Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 M, et.Industries,Ina Thu Mar 26 09:17:37 2015 Page 1 ID:bW D42aFSHCdYXPih10Nv4ywpOk-7OLr6JUYPYdA47yAK2xAAMXg4?gkmZpjHdnpHzX6Fy -1-4-0 1-10-12 - 1-4-0 1-10-12 sa.•+:za �m z - d � 1 4 N4= LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 rda Na BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:8 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-12 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 Quide. REACTIONS (Ib/size) 4=9/Mechanical,3=17/Mechanical,2=136/0-3-8 (min.0-1-8) Max Horz 2=64(LC 8) Max Uplift3=-25(LC 12),2=150(LC 8) Max Grav 4=28(LC 3),3=21(LC 2),2=164(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. y I i�I / NOTES (7-9) `� 1)Wind:ASCE 7-10,Vult=130mph(3-second gust)Vasd=101 mph,TCDL=4.2psf,BCDL=3.Opsf,h=24ft,Cat.ll;Exp C,End.,GCpi=0.18,MWFRS(envelope) y 1 gable end zone and C-C Extenor(2)zone,C-C for members and forces&MWFRS for reactions shown:Lumber DOL=1.60 plate grip DOL=1.60 ` J \GENSF ••.(\ 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. y \••�1 i 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-M wide will fit between the bottoriz )f 34869 7C chord and any other members. _ 4)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. K 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 25 Ib uplift at joint 3 and 150 Ib uplift at joint 2. — •� -. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. � - 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. STAT` W 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 ��l••,•F��R'OP.. LOAD CASES) Standard //ffIfIVIfIL11\\\ March 26,201: A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters sham,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 ANSVTPIt Quality Criteria,DSB-89 and BCSI1 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,W 53719. ob Truss Truss Type lQty Ply 19528767 50274 ob Reference o ti nal F01A GABLE 1 1 Builders FirslSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu Mar 26 09:17:38 2015 Page 1 ID:bW_D42aFSHCdYXPih10Nv4ywpOk-bavDJfVAAr11 iHXMumSPijrjgULJTCGzyxNLLkzX6Fx 0. 8 +°O- 2 s 4 s e 7 e e +o n —� rz _ -v u u IS - - s J+ >0 28 2e n 36 ZS 2. b T1 ]+ 10 18 +e n b= Us_ 1.6.12 2-10.12 4-2-12 51-12 s-10-12 8-z-1z s�r1z 10-10-12 1z-z-1z 13�-1z 14-10.12 16-z-1z 17-6-1z 18-10-12 1s-11-0 11-12 14-0 14-0 14-0 14-0 1.4-0 14-0 1-4-0 14-0 14-0 14-0 14-0 1-4-0 14-0 1-04 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.04 Horz(TL) 0.00 17 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight.90 lb FT=11%F,11%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) REACTIONS All bearings 19-11-0. (lb)- Max Grav All reactions 250 Ib or less at joint(s)32,17,31.30,29,28,27,26,25,24,23,22,21,20,19,18 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 1)) ))(I NOTES (8-10) C S 1)All plates are 1.5x3 MT20 unless otherwise indicated. \ 2)Gable requires continuous bottom chord bearing. �\ \`!•' EN '<. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). w•. } F .• r 4)Gable studs spaced at 14-0 oc. r r 5)All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. + r 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. * ! 34869 * I 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls• tt at their outer ends or restrained by other means. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the +y''� _ 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. r ,� 10)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 i STATE OF LOADCASE(S) Standard ••;•IC(�R)QP. •« \ A%- March LMarch 26,201: ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AIIII-7473 BEFORE USE, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSVTPII Quality Criteria,DSB49 and BCSIt Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WN 53719. Job Truss Truss Type Qty Ply 19528769 6502741 F03 Floor Truss 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MITek Industries,Inc Thu Mar 26 09:17:39 2015 Page 1 I D:bW_D42aFSHCdYXPih 10Nv4ywpOk-3mTbX?Wpx9tuJR6YRTzeFxBjetUbCZ56Ba6uuAzX6Fw 0-1-8 H 1i 1-3-0 r' 1-7-4 19.6 W Iso= 1.W 13.3 11 lss� --.-- __- -. l.ao 1 z 3 s s 7 e - s 10 11 '''.... a IL n a a 1s 17 x is a 13 1541 II a1= !W= /!O II 3.5— `4_ 6-1-8 19-8-12 6-1$ 13-74 Plate Offsets X [11:O-1-8,EdQeI,f17:0-1-8,Edgej LOADING(pli SPACING 2.0.0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.79 Vert(LL) -0.15 15-16 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.84 Vert(TL) -0.23 15-16 >692 240 BCLL 0.0 Rep Stress Ina YES WB 0.45 Horz(TL) 0.03 12 n/a n/a BCDL 5.0 Code FBC2010fTPI2007 (Matrix) Weight 105 lb FT=11%F,11%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD 2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3(flat) 6-0-0 oc bracing:19-20,18-19. REACTIONS (Ib/size) 23=325/0-54 (min.0-1-8),12=736/0-3-0 (min.0-1-8),19=1069/0-M (min.0-1-8) Max Grav 23=356(LC 3),12=741(LC 7),19=1079(LC 8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 23-24=-357/0,1-24=356/0,12-25---737/0,11-25=-736/0,1-2=-280/0,2-3=48210,34=482/0, 4-5=-75310,5-6-190510.6-7=1906/0,7-8=-2128/0,8-9=-21128/0,9-10=-1684/0,10-11=727/0 io� CS1!�BOTCHORD 21-22=0/482,20-21=0/482,17-18=0/1388,16-17=0/1906,15-16=0/1906,14-15=0/1992,13-14=0/1360 ,\WEBS 4-19=-1074/0,11-13=0/937,10-13=879/0,10-14=0/451,9-14=-429/0,7-15=-108/405,4-18=0/889, EN5-18=-916/0,5-17=01774,6-17-333/0,1-22=0/356,2-22=-275/39,4-20=0/459NOTES (8-10)1)Unbalanced floor live loads have been considered for this design. 34869 2)All plates are 3x3 MT20 unless otherwise indicated.3)All bearings are assumed to be SYP No.2 crushing capacity of 565 psi.4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12.5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this Wss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1od(0.131"X 3")nails. Strongbacks to be attached to wallsat their outer ends or restrained by other means. ATE bFCAUTION,Do not erect truss backwards.8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the - ORION.responsibility of the building designer per ANSI TPI 1 as referenced by the building code. / ♦� 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIE. //f IO N A` `\\ 10)Truss Design Engineer Julius Lee,PE:Flonda P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S) Standard March 26,201: ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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 lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the Julius Lee PE. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSVTP11 Quality Criteria,DSB-89 and BCSI1 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss Truss Type r PIY19528771 50274• FOS Floor Truss 1 Job Reference tion! Builders FirstSource, Jacksonville,A 32244 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu Mar 26 09:17:40 2015 Pagel ID:bW D42aFSHCdYXPih10Nv4ywpOk-Xz1_kKWRiT?Ixbhl?BUto8ktJHq)oc_5GOEsROczX6Fv 0-1-8 Hr 1-3-0� �0-8-0� 1-10-0 2s 17 Is 15 14 ,J 12 11 46= 94= 4t= 1.5.9 and= .4= 45= Y3= ]O 15-10 8 15.10.8 Plate Offsets X Y: 1:Ed a 0-1.8 9:0-1-8 Ede 15:0-1-8 Ed e LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.86 Vert(LL) -0.18 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.83 Vert(TL) -0.28 13-14 >668 240 BCLL 0.0 Rep Stress Ina YES WB 0.53 Horz(TL) 0.05 10 n/a rVa BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:84 lb FT=11%F,11%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc purlins, except end verticals. BOT CHORD 2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS (Ib/size) 18=853/0-3-0 (min.0-1-8),10=853/0-3-0 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 18-19=-851/0,1-19=-850/0,10-20=-848/0,9-20=-847/0,1-2=-858/0,2-3=-2034/0,3-4=-2705/0, 4-5=-2705/0,5.6=-2708/0,6-7=2708/0,7-8=-2045/0,8-9=-854/0 BOT CHORD 16-17=0/1601,15-16=02482,14-15=02705,13-14=02705,12-13=02466,11-12=0!1603 �\ i`CJ' S•{�' /J WEBS 9-11=0/1101,8-11=-1042/0,8-12=0/615,7-12=-586/0,7-13=0/329,5-13=-358/250,1-17=011106, V ••�• // 2-17=-1035/0,2-16=0/602,3-16---62210,3-15=0/658,4-15=-397/0 '�� ' }CEN$ NOTES (6-8) 1 1)Unbalanced floor live loads have been considered for this design. Z 7� ••. 2)All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. ! 34869 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)18. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,y„ T _ 5)Recommend 2x6 strongbacks,on edge,spaced at 10-M oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to wells-- �0 _ at their outer ends or restrained by other means. ll. 6)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the STATE •;•`W responsibility of the building designer per ANSI TPI 1 as referenced by the building code. i 7)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIE. •• FL�R►p P •; '�,',`� 8)Truss Desigri Engineer Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 - / �1%Sl .• •, ..`V\� LOAD CASE(S) Standard //// )o N M- �1�` /f�I1tIt11\\\\ March 26,201: A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 BEFORE USE. Design valid for use only with MiTek connectors.This 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 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 ANSVTP11 Quality Criteria,DSB-89 and BCSI1 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onotho Drive,Madison,WI 53719. Job Truss Truss Type Qty ply 50274 19528773 ` F07 Floor Truss 1 1 �Jgb Reference(optiona Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Thu Mar 26 09:17:412015 Page 1 ID:bW_D42aFSHCdYXPih10Nv4ywpOk-?9bMygX3Tm7c27GxZu?6KMG6bh7hgOzPeub?y2zX6Fu D-1-8 H 1-M OHn80� 1-9-12 , ,se= Ins II 4a5 II xr 11 »e II 4�s a 4A II x.a II is II 11iO= + x s 4 s s d xt 20 ,s ,s 17 is 15 14 13 1 7a141101r"= LB II rs II 2.511 M II 19-8-12 19-8-12 Plate Offsets X 1:0-1-8,0-"], 6:0-3-0Ed :0-3-0Ed a 11:0-1-8 E 11:0-1-80- 8 16:0-3-0 0-0-0 17:0-3-0Edgel LOADING ll SPACING 2.0.0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.63 Vert(LL) -0.30 17-18 >786 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.99 Vert(TL) -0.47 17-18 >502 240 MT20H 187/143 BCLL 0.0 Rep Stress Ina NO WB 0.74 Horz(TL) 0.08 12 n/a n/a BCDL 5.0 Code FBC2010rrP12007 (Matrix) Weight:161 Ib FT=11%F,11%E LUMBER BRACING TOP CHORD 2x4 SP M 31(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD 2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS (Ib/size) 22=2022/0-54 (min.0-1-8),12=1304/0-3-0 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-22=-2015/0,11-12=-1298/0,1-2=2428/0,2-23=-5885/0,3-23=-5885/0,34=-6939/0,4-5=-6939/0, 5-6=-6887/0,6-7=-0555/0,7-8=5551/0,8-9=-5551/0,9-10=-3843/0,10-11=-1461/0 BOT CHORD 20-21=0/4743,19-20=0f7021,18-19=06125,17-18=0/6555,16-17=0/6555,15-16=0/6555,14-15=0/4802, \� i`C�'.• S (/ /�,/ 13-14=0/2847 \ V �.\• / WEBS 11-13--011875,10-13=-1802/0,10-14=0/1318,9-14=-1269/0,9-15=0/970,7-15=1603/0,7-16=0/431, \��Jv, 1-21=0/3117,2-21=-3008/0,2-20=0/1512,3-20=-1503/0,3-19=359/0,4-19 /315,5-18=-590/0, •,cENSF 6-18=0/943,6-17=602/0 i i NOTES (10-12) _ * 34869 1)Unbalanced floor live loads have been considered for this design. f 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 6x8 MT20 unless otherwise indicated. _ 4)All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. �. 5)Provide mechanical connection(by others)of truss to bearing plate at)oint(s)12. 1ju ti 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. STATE ' `• 7)Recommend 2x6 strongbacks,on edge,spaced at 10-M oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls •F��RIQ P •.•G��� - at their outer ends or restrained by other means. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1263 Ib down at 3-11-8 on top chord. The dsign/selecion of such connecton 9)nethe LOADtCASE(S)section,olatl appe(d to the face of theltruss)is the responsiblity o1 are noted as front(F)or back(B). ,7/7'O N Ak- 10)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the ! responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 11)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 12)Trus Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S) Standard 1)Floor.Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-22=10,1-11=-100 Concentrated Loads(lb) Vert:23--1183(B) March 26,201: - . WARNING-Verity design parameters and READ NOTES ON TN/5 AND INCLUDED MfTEK REFERENCE PAGE Mf1-7473 BEFORE USE _. '�✓ Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSVTP11 Quality Criteria,DSB-89 and BCSI1 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofno Drive,Madison,WI 53719. Job Truss - Truss Type qty Ply 19528775 650274 F09 Floor Truss 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Thu Mar 26 09:17:42 2015 Page 1 ID:bW_D42aFSHCdYXPih 10Nv4ywpOk-TL9k90Yh E4FTAvr77cWLtZpCo5W8PsCZtYLYUVzX6Ft 0-1-8 H'' 1i M 2-0-0 Soo.132A I, 1S0= a4= 14= 1S0 1 2 3 I 5 a 7�— 5 9 to 11 — - - q N T 21 A 19 15 17 15 15 14 13 Z3= 4i5= 44= 9v6= .3= 1.5.3 II 133 II 3v5= 41= 46= U3 19-11-0 19-11-0 Plate Offsets X 1:E 0-1-8 11:0-1-8 Ed LOADING(psf) SPACING 2-M CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.92 Vert(LL) -0.36 17 >658 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.79 Vert(TL) -0.56 17 >421 240 BCU- 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.08 12 n/a rda BCDL 5.0 Code FBC2010frPI2007 (Matrix) Weight:105 lb FT=11%F,11%E LUMBER BRACING TOP CHORD 2x4 SP No-2(fiat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except and verticals. BOT CHORD 2x4 SP M 31(flat) BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS (Ib/size) 22=1075/0-5-4 (min.0-1-8),12=1075/0-5-4 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 22-23=-1070/0,1-23=-1068/0,12-24=-1069/0,11-24=-1067/0,1--2=-1105/0,2-3=2759/0,3-0=-3865/0, -- 4-5=-3865/0,5-6=-4335/0,6-7=-4321/0,7-8=-3847/0,8-9=-3847/0,9-10=-2762/0,10-11=-1103/0 \\\ ( (I I I J I BOT CHORD 20-21=02084,19-20=0/3406,18-19=0/4220,17-18 /4321,16-17=0/4321,15-16 /4321,14-15=0/3403, \� a\C� S•(� !/t/ 13-14=0/2 85 WEBS 11-13=011425,10-13=-1364/0,1G-14=0/943,9-14=-892/0,9-15--0/604,7-15---912/0,7-16---89/288, \�� .•1. ,ENSF,,.-. 1-21=0/1426,2-21=-1362/0,2-20=0/939,3-20=-900/0,3-19=0/624,5-19=-482/0,5-18=55/394, 6-18=419/d68,6-17=-386/169 r NOTES (5-7) 0 3486W- 0j 1)Unbalanced floor live loads have been considered for this design. ti N 2)All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. _'� `� ',; Lig. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. _ - 4)Recommend 2x6 strongbacks,on edge,spaced at 10-M oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls,r /j� at their outer ends or restrained by other means. Y,'�K!•� 5)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the STATE OF responsibility of the building designer per ANSI TPI 1 as referenced by the building code. F 6)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIE. •;�QR�p P �� 7)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASEN A S) Standard /�O "(• \- March 26,201: A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 BEFORE USE. - Design valid for use only with MiTek connectors.This 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 ANSVTPI7 quality Criteria,DSB-89 and BCSI7 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 dOnofrio Drive,Madison,VN 53719. Job Truss Truss Type Qty 50274 F11 Floor Truss 1 Ply 19528777 1 Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Thu Mar 26 09:17:43 2015 Page 1 ID:bW D42aFSHCdYXPih1ONv4ywpOk-yXj6NMZJ?ONKo2PKgJ1aPnMOCVsX8JTi6C461xzX6Fs 0.1-8 a�g H'ice .a= 4.5_ ,so= a,= z., , z s _..4 —s-- -- s ea b IL z, m ,a M 17 ,s s „ n as= art= .4= ad= sn= ,.sa II 1W s5= Y4 19-10-8 19-10-8 Plate Offsets X Y: 1:Ed 0-1-8 11:0-1-8 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP - TCLL 40.0 Plates Increase 1.00 TC 0.88 Vert(LL) -0.35 17 >664 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.78 Vert(TL) -0.55 17 >425 240 BCLL 0.0 Rep Stress Ina YES WB 0.68 Horz(TL) 0.08 12 rVa n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:105 lb FT=11%F,11%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD 2x4 SP M 31(flat) BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS (Ib/size) 22=1073/0-5-4 (min.0-1-B),12=1073/0-5-4 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 22-23=-1067/0,1-23=-1066/0,12-24=1066/0,11-24=-1065/0,1-2=-1102/0,2-3=-2752/0,3-4=-3853/0, 4-5=-3853/0,5-8=-4318/0,6-7=-4303/0,7-8=-3836/0,8-9=3836/0,9-10=-2755/0,10-11=-1101/0 BOT CHORD 20-21=02079,19-20=0/3396,18-19=0/4205,17-18=0/4303,16-17=0/4303,15-16=014303,14-15=0/3394, 13-14 .K /I 2080 ` V •. WEBS 11-13--0/1422,10-13=-1361/0,10-14=0/939,9-14=-889/0,9-15=0/601,7-15---901/0,7-16=-89/286, v 1-21=011423,2-21=-1359/0.2-20=0/936,3-20=-896/0,3-19=01621,6-19=-479/0,5-18=-58/390, `�� \CENSF 6-18=-414/366,6-17=-383/167 r NOTES (5-7) _ * 34869 1)Unbalanced floor live loads have been considered for this design. 2)All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-M oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to wallsr_— at their outer ends or restrained by other means. 41j STAT b '• ` 5)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. -c ,FC ORIp P �•, 6)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. %S1 ``! 7 Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton'Beach,FL 33435 / 1��, LOADCASE(S) Standard /// /0N(A�-\ �\, March 26,201: ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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 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 ANSVTPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,W 53719. Job Truss ]Floor ype - Oly Ply 19528779 50274 F13 russ 1 1 Lf-­In.,ional Builders FirstSource, Jacksonville,FI 32244 - 7.350 s Sep 27 2012 MiTek Industries,Inc. Thu Mar 26 09:17:44 2015 Page 1 ID:bW D42aFSHCdYXPih10Nv4ywpOk-QkGUaiZxmhVBQC—WE1Zpy_uYiuAStgMrKsgrZNzX6Fr 0-1-8 H 1-3-0 ,0-7-12 , 1-9-0 s0138 � 1b 3 II 4x1= 1 2 3 4 5 8 _r .. a r -Z7 X I I - 11 1 1 — I I M Is 13 a 15 14 13 12 11 d4= d4= 1.5x3 11 3.3— M= 22t! -3-4 16-04 234 13-9-0 Plate Onsets X :0-1 8 Ed 15:0-1-8 Ea LOADING(psi SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.96 Vert(LL) -0.17 13-14 >948 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.92 Vert(TL) -0.26 13-14 >618 240 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.03 10 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:88 Ib FT=11%F,11%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins, except end verticals. BOT CHORD 2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS (Ib/size) 10=726/0-5-4 (min.0-1-8),17=997/0-3-8 (min.0-1-8) Max Grav 10=738(LC 4),17=997(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 10-21=-734/0,9-21=733/0,2-3=651/0,34=1872/0,4-5=-1872/0,5-6-2119/0,6-7=2119/0, \\\\\I I i(// 7-8=-1675/0,8-9=-725/0 �\ C S BOT CHORD 15-16= S 0/1309,14-15=0/1872,13-14=0/1872,12-13=0/1982,11-12=0/1354 WEBS 8-11=-876/0,8-12=0/447,7-12=-427/0,5-13=102/490,2-16=0/863, 3-16=-920/0,3-15=0/887,4-15--380/0 "+�` ~ \C,EN$ � � . F NOTES (7-9) s 1)Unbalanced floor live loads have been considered for this design. '" ? 34868 %• 2)All plates are 3x3 MT20 unless otherwise indicated. a ••� 3)Al bearings are assumed to be SYP No.2 crushing capacity of 565 psi. ?\ 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. _ 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Dd(0.131"X 3")nails. Sti ongbacks to be attached to walls ; at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. STATS* .� 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the .'. n responsibility of the building designer per ANSI TPI 1 as referenced by the building code. `� '*.FCdRIy P.•', �� 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 //// / N Ai- LOAD CASE(S) Standard /f( March 26,201: WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK 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 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 11 D9 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSIrrPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss Fruas � aty Ply19528781 50274 F15 3 1 Job Referece option.tional Builders FirstSource, Jacksonville,FI 32244 1.350 s Sep 27n2012 MTek Industries,Inc. Thu Mar 26 09:17:45 2015 Page 1 ID:bW D42aFSHCdYXPih10Nv4ywpOk-uwgtn2aZW?d11MZiok42VCRkmIXycFH?ZWZC5gzX6Fq 0-1-8 1-104 0.8-0 H�� 'r— � 130= ]v4= Y]= 1.SC1 II a0= ,SW II 44= Y4= Y4= d4_ 2 ] s 8 ] 8 e 1 1] 18 15 14 1]44 13 1, 1p 46= b4= J6= 1.U3 11 ]v4 ao II 15-94 155-94 Plate Offsets X Y: 1:Ed 0-1-8 9:0-1-8Ed a 13:0-1-8 Etl e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.87 Vert(LL) -0.18 14-15 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.84 Vert(TL) -0.28 14-15 >663 240 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.05 10 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:83 lb FT=11%F,11%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD 2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS (Ib/size) 18=851/0-54 (min.0-1-8),10=857/Mechanical FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 18-19---84610,1-19=-845/0,9-10=-854/0,1-2=-851/0,2-3---2038/0,3-4=-2697/0,4-5=-2697/0, 5-6=-2687/0,6-7=-2687/0,7-8=-2005/0,8-9=-818/0 \�\ 1 BOTCHORD 16-17=0/1598,15-16=0/2457,14-15=0/2687,13-14=0/2687,12-13=02458,11-12 /1567 \\ \*`S' - S• /art/ WEBS 1-17=0/1098,2-17=-1036/0,2-16 /612,3-16=-583/0,3-15=0/327,5-16=-353/255,9-11=0/1112, \_\ �•7 8-11=-1041/0,8-12=0/609,7-12=-030/0,7-13=0/666,6-13=404/0 *.�\�V�•' '1CiEN$� NOTES (6-9) i w 1)Unbalanced floor live loads have been considered for this design. � * 34869 2)All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 3)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-M oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls_- at their outer ends or restrained by other means. `••T'! /i� 5)CAUTION,Do not erect truss backwards. 6)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the STATE OF W` responsibility of the building designer per ANSI TPI 1 as referenced by the building code. i 7)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIE. .FC ORIV p,••«• �•f�� 8)Truss Design Engineer Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd,Boynton Beach,FL 33435 11,/0 9)Use Simpson THA422 to attach Truss to Carrying member Z l LOAD CASE(S) Standard t o March 26,201: ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 BEFORE USE. Design valid for use only with MiTek connectors.This 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 ANSVTP11 Quality Criteria,DSB-89 and BCSI1 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 19528783 650274 HJ01 Diagonal Hip Girder 2 1 Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Thu Mar 26 09:17:46 2015 Page 1 ID:bW D42aFSHCdYXPih10Nv4ywpOk-M60F?ObCHJlufNBvMRbH1P_uOixyLg000AJmdGzX6Fp -1-10-10 8-4-1 1-10.10 8-0-1 ScN I Wo 9 -- 2,w F12 e r, 2 d1 e, ,e 11 4 Plate Offsets X Y: R:0-2-9,Edge] LOADING(PSI) SPACING 2-0-0 CSI DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.91 Vert(LL) -0.15 4-7 >665 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.60 Vert(TL) -0.30 4-7 >326 180 BCLL 0.0 Rep Stress Incr NO VVB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 5.0 Code FBC20107TPI2007 (Matrix-M) Weight:28 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-6 oc purlins. BOT CHORD 2x4 SP Not BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. FFMiTek recommends that Stabilizers and required cross bracing be installed dMT truss erection in accordance with Stabilizer Installation quide. REACTIONS (Ib/size) 3=212/Mechanical,2=377/0-4-15 (min.0-1-8),4=67/Mechanical Max Horz 2=132(LC 4) Max Uplift3=-244(LC 8),2=-335(LC 4) Max Grav 3=260(LC 2),2=451(LC 2),4=166(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. io� S'TOP CHORD 2-8=-1174!794 BOTCHORD 2-10=-909/1251NOTES (9-11)1)Wind:ASCE 7-10,Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf,BCDL=3.Opsf,h=24ft;Cat.II;Exp C;End.,GCpi=0.18;MWFRS(envelope) 34869gable end zone;Lumber DOL=1.60 plate grip DOL=1.602)This truss has been designed fora 10.0 psfbottom 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 bottomchord and any other members.4)All bearings are assumed tc be SP No.2 crushing capacity of 565 psi.5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 244 Ib uplift at joint 3 and 335 Ib uplift at joint 2. ATE I 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)53 Ib up at 4-3-11,53 Ib up at 4-3-11,and 62 Ib down �'©and 109Ibupat 7-1-10,and 62 Ib down and 109Ibupat 7-1-10on top chord,and 16Ibupat 1-5-12,16Ibupat 1-5-12,12Ibdownand2Ibupat 4-3-11,12 Ib down and 2 Ib up at 4-3-11,and 42 Ib down at 7-1-10,and 42 Ib down at 7-1-10 on bottom chord. The designtselection of such connection device(s) // f v \`` is the responsibility of others. -// O N A1- \\ 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). /1/ f')'(,\\ 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 10)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 11)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-44,4-5=10 Concentrated Loads(lb) Vert:7=10(F=5,B=5)8=2(F=1,13=1)9=-101(F=51,B=-51)10--8(F=-4,B=-4)11=-28(F=14,13=14) March 26,201: ® WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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 parsmenters 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 ANSVTPIt Quality Criteria,DSB-89 and BCSI1 Building Component Boynton Beach,FL 33435 Safety Infomkation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss Truss Type Oh Ply 650274+ T05G GABLE 1 1 19528785 Job Reference o ti nal Builders FirslSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Thu Mar 26 09:17:47 2015 Page 1 ID:bW D42aFSHCdYXPih10Nv4ywpOk-qJydCkog2chHgj5v96WadWBY6HQ4Cvllg2JAizX6Fo 4-11-12 9-11-8 1 14-11-4 19-11-0 21-3-0 1-4-0 4-11-12 4-11-12 4-11-12 4-11-12 +1� Sgb•1TJ 44 5 b4 tl b+II x.4 II x.4 �m c tre a e 4 Al2 + n 4.m a tr+ a+c s r T171 Fl u 2.4 II bw II e t to x.4 II W II aA= as= II sa II tr+_ +e tx tt 2.4 II xN II tre= 9-11-8 19-11-0 9-11-8 9-11 8 Plate Offsets X Y: :038 E :0-4-12 E 8:0-3-8 Ed [8:0-4-12.Edgel LOADING(psi SPACING 2-" CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.24 8-11 >508 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.59 Vert(TL) -0.42 8-11 >288 180 BCLL 0.0 Rep Stress Ina YES WB 0.33 Horz(TL) 0.00 11 n/a We BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:102 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed OTHERS 2x4 SP No.3 [during truss erection in accordance with Stabilizer Installation guide. REACTIONS All bearings 10-4-0 except Qt=length)8=16-0. (Ib)- Max Horz 2=-78(LC 13) Max Uplift All uplift 100 Ib or less at joint(s)12 except 2=-200(LC 8),11=452(LC 8),8=-197(LC 9) Max Grav All reactions 250 Ib or less at joint(s)13 except 2=269(LC 27),11=924(LC 2),8=294(LC 28) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. ` . '•`� j TOP CHORD 2-3=-283202,3-0=-267/215,4-5=341/559,56=-341/558,6-7=-281/191,7-8=-294/177 }GEN$F i BOT CHORD 2-13=-196254,12-13=-196254,11-12=-196/254,10-11=170272,8-10=-170272 .r WEBS 4-11=-001/537,6-11=-627/530,5-11=618/451 l+ `� •••, 34869 NOTES (10-12) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10,Vult=130mph(3-second gust)Vasd=101 mph,TCDL=4.2psf,BCDL=3.Opsf,h=24ft,Cat.II;Exp C,Enrl.,GCpi=0.18;MWFRS(envelope) gable end zone and C-C Exterior(2)zone,cantilever right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as STATE OF `• ti applicable,or consult qualified building designer as per ANSI/TPI 1. •• F ••�''� 4)Gable studs spaced at1-4-0oc. ��•, GpR)pP•.� \\� 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 JI Q/\'A 11!"%` chord and any other members. J/ , \\\ 7)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. (((� \ 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)12 except(jt=lb)2=200,11 X52,8=197. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 11)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 12)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S) Standard March 26,201; ® WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE. - Design valid fpr use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSVTPl1 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 19528787 50274 T07 Common Truss 1 2 Job Reference(optional) Builders FirstSource, Jacksonville,A 32244 7.350 s Sep 27 2012 MiTek Industries,Inc, Thu Mar 26 09:17:49 2015 Page 1 ID:bW D42aFSHCdYXPih10Nv4ywpOk-mh4NdPd4aE8TW tT1a8_f2cN?vw8YzwaU8XQEbzX6Fm -14-0 54-10 9-11-0 14-6.6 19-11-0 14-0 5-4-10 4-6-14 4-6-14 54-10 som.-1w �II 4m 12 9 3 TZ T1 8 2 q a, LjBt +� .12% e 10 11 a 12 13 T 14 13 d12 me II W4krlee= me II 54-10 9-11.8 i14 19-11-0 54-10 4-6-14 4.6-14 54-10 Plate Offsets X,Y): [2:0-3-13,0-2-81,L6:0-3-13,0-2-81,[8:0-7-0,04-8 LOADING(ps-f) SPACING 2-0-0 CSI DEFL in (loci) I/defl Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.99 Vert(LL) -0.27 8-9 >867 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.76 Vert(TL) -0.51 8-9 >458 180 MT18H. 244/190 BCLL 0.0 Rep Stress Ina NO WB 0.94 Horz(TL) 0.10 6 rda Na BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:204 lb FT 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP SS BOT CHORD Rigid ceiling directly applied or B-94 oc bracing. WEBS 2x4 SP No.3 REACTIONS (Ib/size) 6=3919/0-3-8 (min.0-2-12),2=3146/0-3-8 (min.0-2-3) Max Hoa 2=58(LC 8) Max Uplift6=-1597(LC 5),2=-1538(LC 4) Max Grav 6=4651(LC 2),2=3734(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. �\ i\S• S•{l /t TOP CHORD 2-3=-10863/4387,34=-8255/3086,4-5=-8257/3082,5-6=-11734/4095 •, ',\• J /// BOT CHORD 2-9--4152/10257,9-10=4152/10257,10-11=4152/10257,8-11=4152/10257,8-12=-3650/11103, *� `\ 12-13=-3850/11103,7-13=-3850/11103,7-14=-3850/11103,14-15=-3850/11103,6-15=-3850/11103 \v,••1 \GENSF'`.• WEBS 4-8=-1828/4910,5-8=-3549/1096,5-7=-569/2101,3-8-2642/1407,3-9=-802/1546 •77 •' i NOTES (12-14) * 34869 * _ 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: tt Nry Top chords connected as follows:2x4-1 row at 0-7-0 oc. T _0 `'` ••• I,y, _ Bottom chords connected as follows:2x6-2 rows staggered at 0-"oc. +{1 1 Webs connected as follows:2x4-1 row at 0-9-0 oc. /0 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have STAT I been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. i 3)Unbalanced roof live loads have been considered for this design. •• F�flR�p P, .`• •�`,~ �� 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf,BCDL=3.Opsf,h=24ft,Cat.II;Exp C;Enc.,GCpi=0.18;MWFRS(envelope); �1�>r ,•• •• ` \�, Lumber DOL=1.60 plate grip DOL=1.60 / �1 5)All plates are MT20 plates unless otherwise indicated. 1(OA V 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ///f \\ 7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt--Ib)6=1597,2=1538. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1613 lb down and 927 Ib up at 5-11-8,904 Ib down and 321 Ib up at 7-11.8,904 Ib down and 324 Ib up at 9-11-8,906 Ib down and 295 Ib up at 11-11-8,906 Ib down and 286 Ib up at 13-11-8,and 906 Ib down and 2B3 Ib up at 15-11.8,and 906 Ib down and 283 Ib up at 17-11-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 12)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 13)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIE. 14)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S) Standard Continued on Pacie March 26,201: A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Nit-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSVTPII Quality Criteria,DSB-89 and BCSI1 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. ob Truss Truss Type Qty Ply 19526788 50274 T08 Half Hip Truss 1 1 JobReferen o tional Builders FirstSouree, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Thu Mar 26 09:17:50 2015 Pagel -14-0 344 5-1D-12 11 -11 ;D:bW D42aFSHCdYXPihlONv4ywpOk-Euemrlei&GK87SgbHfDCF82MJJz-0HQXkjoHznlzX6Fl 14-0 344 2-OC8 5-9-15 5-8-3 5-9-15 s�.r•t so.t 7.14n = s4 4Ao tz 4 1 S t E 7 2 a Vw z d 8= 15 26 z] z8 14 18 17 30 31 12 33 b tt to �10W2W= U4 U14 as II 5-10.12 11-8-11 174-14 23-1-1 28-11-0 510.12 5-9-15 5-8-3 5-8-3 5-9-15 Plate Offsets X Y: 2:0-2-140-0-12 4:0-10-4 0.2-4 6:0.3-0Ed a 10:Ed a 0-3-8 14:0-3-8 0.1-8 LOADING(psf) SPACING 2-0.0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.82 Vert(LL) 0.62 12-14 >551 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.53 Vert(TL) -0.95 12-14 >362 180 MT20H 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(TQ 0.11 10 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:162 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2*Except TOP CHORD Structural wood sheathing directly applied or 2-2-13 oc purlins, except end verticals. T2:2x4 SP M 31,T3:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-6-15 oc bracing. BOT CHORD 2x6 SP SS WEBS 1 Row at midpt 7-11,9-11 WEBS 2x4 SP No.3`Except' MiTek recommends that Stabilizers and required cross bracing be installed W3:2x4 SP No.2 dudoo t[uss erection in accordance with Stabil zer Installat on ouide REACTIONS (Ib/size) 10=1372/Mechanical,2=1294/0.3-8 (min.0-1-13) Max Hom 2=96(LC 4) -- Max Uplift 10=-916(LC 4),2=-776(LC 4) Max Grav 10=1623(LC 2),2=1528(LC 2) \\\�`\i\$..S.(� FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. !'\ TOP CHORD 2-3=4080/2029,3-4=4000/2037,4-16=-5896/3262,16-17=-5896/3262,17-18=-5896/3262, ,ti `v,•' �CENSF'•. j 5-18=-5896/3262,5-19=-5917/3331,19-20=-5917/3331,6-20=-5917/3331,6-21=-5917/3331, •7 �' i 7-21=-5917/3331,7-22=-3961/2251,22-23=-3961/2251,8-23=-3961/2251,8-24=-3961/2251, 24-25=-39612251,9-25=-3961/2251,9-10=-1523/904 i 34869 BOT CHORD 2-15=-1960/3828,15-26=-1956/3806,26-27=-1956/3806,27-28=-1956/3806,14-28=-1956/3806, _ t 14-29=-3262/5896,13-29=-3262/5896,13-30=-3262/5896,30.31=-3262/5896,12-31=-3262/5696, T ' _ 12-32=-3331/5917,32-33=-3331/5917,11-33=-3331/5917 WEBS 4-15=0/394,4-14=-13852200,5-14=-003/522,7-12=0/341,7-11=-2064/1140,8-11=-587/485, 9-11=-2288/4043 STATE OF NOTES (11-14) '•...FCP' •` 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vastl=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(envelopeORID ); Lumber DOL=1.60 plate grip DOL=1.60 / .ms`s '• '' \` \ 2)Provide adequate drainage to prevent water ponding. � A►A` ,\\\ 3)All plates are MT20 plates unless otherwise indicated. / �V \ - 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /IO///j III%\\\ 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. 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 100 Ib uplift at joint(s)except(jt--lb)10=916,2=776. 8)"Semi-rigid pitchbreaks induding heels"Member end fixity model was used in the analysis and design of this truss. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)89 Ib down and 139 Ib up at 7-1-1,89 Ib down and 139 It,up at 9-1-1,89 lb down and 139 Ib up at 11-1-1,89 Ib down and 139 It,up at 13-1-1,89 Ib down and 139 Ib up at 15-1-1,89 Ib down and 139 Ib up at 17-1-1,89 Ib down and 139 lb up at 19-1-1,89 Ib down and 139 Ib up at 21-1-1,89 Ib down and 139 Ib up at 23-1-1,and 89 lb down and 1391b up at 251-1,and 89 lb down and 139 Ib up at 27-1-1 on top chord,and 136 to down at 5-10-12,55 lb down at 7-1-1,55 to down at 9-1-1,55 lb down at 11-1-1, 55 lb down at 13-1-1,55 lb down at 151-1,55 Ib down at 17-1-1,55 Ib down at 19-1-1,55 lb down at 21-1-1,55 lb down at 23-1-1,and 55 lb down at 251-1,and 55 Ib down at 27-1-1 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Continued n page 2 March 26,201: A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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 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,consuh ANSVTPII Quality Criteria,DSB-89 and BCSI1 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofno Drive,Madison,WI 53719. Job - Truss Truss Type r Pl650274 T09 Half Hip Truss t 19528789 Job Reference o tional Builders FirstSource, Jacksonville,A 32244 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu Mar 26 09:17:50 2015 Page 1 ID:bW D42aFSHCdYXPih1ONv4ywpOk-EuemdeiLXGK87SgbHfDCF8Z3JHIHT3kjoHznlzX6Fl -1-4-0 7-10-12 14-11-7 21-10-5 28-11-0 1-0-0 7-10-12 7-0-11 6-10-15 711 sor•1�uD.1 sa= b4= ac= 2M 11 sA= 9 4 s 6 7 �m 12 vQ VIvi 2 Lf 12 m e e 9fi= 2.1 II art=m4= a10= be II 7-10-12 14-11-7 21-10.5 28-11-0 7-10-12 7-0-11 6-10-15 7-0-11 Plate Offsets 2:0-1-10 Ed [3:0-54.0-2-81 LOADING(psi) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.90 Vert(LL) 0.32 10 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.67 Vert(TL) -0.46 9-10 >754 180 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.09 8 We We BCDL 5.0 Code FBC2010ITP12007 (Matrix) Weight:134 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. T1:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-8-5 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at micipt 7-9 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross baring be installed duriao truss erection,in nce vvith REACTIONS (Ib/size) 8=771/Mechanical,2=842/0-3-8 (min.0-1-8) Max Horz 2=119(LC 8) Max Gavv8=914(LC2),2=1001(LC2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. � TOP CHORD 2-3=-2266/1298,3-4=-2625/1578,4-5=-1956/1164,5-6=-1956/1164,6-7=-1956/1164,7-8=-909/575 �� • '}LENS•' % BOT CHORD 2-12=-12932112,11-12=1291/2118,10-11=-12912118,9-10=-1578/2625 WEBS 3-10=-316/552,4-9=-717/443,6-9--407/327,7-9=-12162043 r NOTES (8-11) 34869 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.II;Exp C;End.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 -- f 2)Provide adequate drainage to prevent water ponding. � ' 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r,, 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 bottonf,� `V chord and any other members. STATE OF 5)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. •.,•"t flR'®P. •. ('�� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Ot=lbj 8=311,2=375. �� •.,-_•,,. �`✓ 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 10)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869.Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 11)Use Simpson HTU26 to attach Truss to Carrying member LOAD CASE(S) Standard March 26,2011 i H WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M!l-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 paamenters 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 ANSUTPII Quality Criteria,DSB-89 and BCSI1 Building Component Boynton Beach,FL 33435 Safety Infonnation available from Truss Plate Institute,583 D'Onof c,Drive,Madison,yN 53719. Job Truss F-11srr Type 19528791 50274 T11 uss 1 1 obReference o Bona" Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu Mar 26 09:17:52 2015 Page 1 ID:bW D42aFSHCdYXPih1ONv4ywpOk-BGIWFRgyt9W2NRc2iiihHgE_S7zbIVP1A6m4rwzX6Fj 140 6-44 11-10-12 17-0.1 22-6-12 28.11-0 140 644 5-" 5-1-8 5-" 644 sor-r:4o.r � s — - aa s s 7 z to a s 3"= ys= 14 7-7-10 14-5.8 21-3-6 28-11-0 7-7-10 6-9-14 6-9-14 7-7-10 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) 0.26 10 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.65 Vert(TL) -0.36 10-11 >959 180 BCLL O.D Rep Stress Ina YES WB 0.25 Horz(TL) 0.11 7 Na Na BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight 1271b FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.0-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-8 oc bracing. WEBS 2x4 SP No.3ek recommends that Stabilizers and required cross bracing be installed unn truss erection in accordance with Stabilizer Installation ruide. REACTIONS (Ib/size) 7=773/Mechanical,2=844/0-3-8 (min.0-1-8) Max Horz 2=65(LC 12) Max Uplift7=-285(LC 9),2=-355(LC 8) Max Grav 7=916(LC 2),2=1003(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2461/1504,34=-2286/1439,4-5=-1756/1148,5-6=2315/1464,6-7=-2488/1536 \\ \ S �+• ��j// 80T CHORD 2-11=-1357/2275,10-11=-929/1672,9-10=-933/1677,8-9=-933/1677,7-8=-1392/2314 \ '\`� WEBS 3-11=-360/331,4-11=-340/559,5$=367/588,6.8=-382(352 � i *,CENSE ••`� NOTES (9-12) 1)Unbalanced roof live loads have been considered for this design. 2)Wind.ASCE 7-10,Vult=130mph(3-second gust)Vasd=101mph,TCDL=4.2psf,BCDL=3.Opsf,h=24ft,Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope), t 34869 and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown,Lumber DOL=1.60 plate gnp DOL=1.60 _ T 3)Provide adequate drainage to prevent water ponding. LL. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �...... 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottor»- chord and any other members. STATE OF 6)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Ot=lb)7=285,2=355. -(� ,FLORIOP.•�•• �� 8)"Semi-rigid 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 •' ti responsibility of the building designer per ANSI TPI 1 as referenced by the building code. /'S O I V M— 10)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 1 11)Truss Design Engineer Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 12)Use Simpson HTU26 to attach Truss to Carrying member LOAD CASE(S) Standard March 26,201: ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Julius Lee PE. is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the 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 ANSVTPI1 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. ob Truss Truss Type Qty ply 19528793 50274 T13 Common Truss 2 1 Job Reference o tional Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu Mar 26 09:17:53 2015 Page 1 ID:bW D42aFSHCdYXPih10Nv4ywpOk-fT-JuTngbeSev?bAFGQDwpum5EXGRUvxAPmWdNMzX6Fi 1 4 0 B-1-13 14-5-8 20-9-3 28-11-0 14-0 8-1-13 6-3-11 6-3-11 8-1-13 SaY•r:N] 48= 4.W F1 i i8 2.1 8 ] 8 LLI s e i a5= art= ri= -3, I 9-7-11 19-3-5 28-11-0 9-7-11 9-7-11 ' 9-7-11 Plate Offsets X :0-2-14 Ede 3:0-4-0 0-3-0 6:0-1-0 Etl e LOADING(pC SPACING 2-M CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) -0.26 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.87 Vert(TL) -0.53 6-7 >645 180 BCLL 0.0 Rep Stress Ina YES WB 0.42 Horz(TL) 0.10 6 Na n/a BCDL 5.0 Code FBC2010/TPI2D07 (Matrix) Weight:119 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied. T3:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-11-6 oc bracing. BOT CHORD 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed WEBS 2x4 SP No.3 durin truss erection in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 6--773/Mechanical,2=844/0-3.8 (min.0-1-8) Max Horz 2=76(LC 12) Max Uplift6=-273(LC 9),2=343(1_C 8) Max Grav 6=916(LC 2),2=1003(LC 2) a` FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. \\\,` .J S., S' TOP CHORD 2-3=-2366/1461,3-4=-2168/1401,4-5=2184/1415,5b=-2381/1484 \ -VVV\v C �N � BOT CHORD 2-9=-12992172,8-9=-783/1434,7-8=783/1434,6-7=-13262202 y }C .•�` i WEBS 4-7=-460/747,5-7=-483/439,4-9=-442!727,3-9=-462/418 t NOTES (e-„) _ * � 34869 1)Unbalanced roof live loads have been considered for this design. — i -- 2)Wind:ASCE 7-10,Vult=130mph(3-second gust)Vasd=101mph,TCDL=4.2psf,BCDL=3.Opsf,h=24ft,Cat.ll;Exp C,Encl.,GCpi=0.18;MWFRS(envelope)_ "•O r� ; and C-C Extenor(2)zone;C-C for members and forces 8 MWFRS for reactions shown,Lumber DOL=1.60 plate grip DOL=1.60 1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � ...... 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom- chord and any other members. STATE OF !, 5)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. N. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt-lb)6=273,2=343. s FtORIO P •`• C,}. 7)"Semi-rigid pitchbreaks including heels”Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the ///S/O A►A , responsibility of the building designer per ANSI TPI 1 as referenced by the building code. / J I Y/'1 } \\ 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 10)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 11)Use Simpson HTU26 to attach Truss to Carrying member LOAD CASE(S) Standard I'I March 26,201: ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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 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 ANSVTP11 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 TrussF.-Is-S, ypePly50274 T15G 2 1 19528795 Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc,Thu Mar 26 09:17:56 2015 Page 1 ID:bW D42aFSHCdYXPihIONv4ywpOk-32?15p)TxNOUs2vgxYmdRWOgKkTShLnc5kkl_hzX6Ff • -2-10-0 4-0-8 8-1-0 - 10.11-0 2-10-0 4-0-8 4-0-8 2-10.0 SwM�126.3 { h r. 5 6 f 4ao rz rz s rz •� sr+ sn T1 T+ s u ++ +o S•6 II x.4 I L4 II h4 II sa I 8-1-0 8-1-0 Plate Offsets KY):: 6:0-0-00-0 0 :0-0-0 0-0.0 8:Ed D-2-13 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) -0.10 9 rVr 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.08 Vert(TL) -0.15 9 rVr 120 BCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(TL) 0.00 8 We n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight 43 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS All bearings 8-1-0. (lb)- Max Horz 2=-45(LC 17) Max Uplift All uplift 100 lb or less at joint(s)11,12,10 except 2=-318(LC 8),8=326(LC 9) Max Grav All reactions 250 Ib or less at joint(s)11,12,10 except 2=321(LC 27),8=321(LC 28) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. io, NOTES (12-14)1)Unbalanced roof live loads have been considered for this design. ENS2)Wind:ASCE 7-10,Vult=130mph(3-second gust)Vasd=101mph,TCDL=4.2psf,BCDL=3.Opsf,h=24ft;Cat.II;Exp C;End.,GCpi=0.18;MWFRS(envelope)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=1.603) 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 .34869 applicable,or consult qualified building designer as per ANSVTPI 1.4)Gable requires continuous bottom chord bearing.5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom- i chord and any other members. �T 8)All bearings are assumed to be SP No.2 crushing rapacity of 565 psi.9)Solid blocking is required on both sides of the truss at joint(s),2. .•••,. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)11,12,10 except(jt=1b)2=318,8=326. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. /0 N M- 12) \ 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 March 26,201: A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 BEFORE USE. Design valid for use only with MiTek connectors.This 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 ANSVTPIt 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 19528796 650274 T16 COMMON TRUSS 1 2 Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu Mar 26 09:17:56 2015 Page 2 ID bW—D42aFSHCdYXPih 10Nv4ywpOk-32?15pjfxNOUs2vgxYmdRWOiakQHhF?c5kkl_hzX6Ff LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:5=-838(B)6=-1621(B) i ® WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer-Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding - 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSVTP11 Quality Criteria,DSB89 and BCSIII Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. ob Truss Truss Type City Ply 19528797 650274 T17 Hip Truss 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Thu Mar 26 09:17:57 2015 Page 2 ID:bW D42aFSHCdYXPih10Nv4ywpOk-XEZPJ8k5ih6KUCUOVFls_kxp98jPQf5mKOUr1MzX6Fe 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 15)Use Simpson HTU26 to attach Truss to Carrying member LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-44,3-7=-44,7-10=-44,1-9=10 _ Concentrated Loads(lb) -- Vert:3=-72(F)7=240(1`)15=-18(F)13=-18(F)5=-72(F)11=-75(F)16=-72(F)17=-72(F)18=-72(F)19=-72(F)20=-72(F)21=-72(F)22=72(1`)23=-72(F)24=132(1`)25=132(F)26=18(F) 27=-18(F)28=-18(F)29=-18(F)30=-18(F)31=18(F)32=18(F)33=-18(F) — A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the Julius Lee PE. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSIRPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Boynton Beach,FL 33435 Safety Info...in on available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss Truss Type Qty Py 19528799 5()274 T19 Hip Truss 1 1 J b Reference tional Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MTek Industries,Inc.Thu Mar 26 09:17:59 2015 Page 1 ID:bW_D42aFSHCdYXPih t ONv4ywp0k-Ucg9jglLD102jWeOcgKK390D6x16uf33nizybOzX6FC 9-10-12 15-11-8 22-0-4 26-6-12 31-11-0 3 330 5-0-0 - 4-6-8 6-0-12 6-0-12 4-6 5-0� 1-0-0 sar.•r34.r e 4 s ..00 512— N4 N4 D,4 1 e 2 7 + e d +e 9 11 4v5— 4�5— U4 9-10-12 15-11-8 22-0-4 31-11-0 9-10-12 6-0-12 6-0-12 9-10-12 Plate Offsets X 1:0-2-14 Ede 3:0-5-40-2-8 [5:0-5-4.0-2-81, :0-2-14 Ede [10:0-4-0,0-3-01 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) 0.36 10 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.91 Vert(TL) -0.65 1-11 >585 180 BCLL 0.0 Rep Stress Ina YES WB 0.25 Horz(TL) 0.14 7 n/a Na BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:1461b FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-9 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 during truss erection in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 1=852/0-3-8 (min.D-1-8),7=923/0-3-8 (min.D-1-8) Max Horz 1=-56(LC 13) Max Uplift 1=-325(LC 8),7=-396(LC 9) Max Grav 1=1010(LC 2),7=1096(LC 2) \\ FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. \�\ S S, TOP CHORD 1-2=-2761/1726,2-3=-2349/1418,3-4=-2585/1635,4-5=-2585/1635,5-6=-234411411,6-7=-2751/1701 \� �\�•'' •• ��/�f� BOT CHORD 1-11=-15562577,10-11=-1173/2172,9-10=-11682166,7-9=-1528/2559 WEBS 2-11=1342/410,3-11=-81/329,3-10=-285/541,4-10-375299,5-10=-296/547,5-9=-73/325, �CENSF •••' r 6-9=-4271386 34869 NOTES (9-11) t 1)Unbalanced roof live loads have been considered for this design. - +\ 2)Wind:ASCE 7-10,Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf,h=24ft,Cat.II;Exp C.Enc.,GCpi=0.18;MWFRS(envelope) T — and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4/j 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. STATE •"' 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-"tall by 2-0-0 wide will fit between the bottom i ••••• •,'�,,,`�` chord and any other members. •[1, •.FL QRIQ P •` 6)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. V (� '•• 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except jt--lb)1=325,7=396. v 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ///tO N A`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 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 March 26,201: ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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 pammenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Julius Lee PE. is for lateral support of individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storege,delivery,erection and bracing,consult ANSViPl1 Quality Criteria,DSB-89 and BCS11 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'0nofrio Drive,Madison,WI 53719. Job 71Tul- TrussType pryPly19528801 650274 Hip Truss 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Thu Mar 26 09:18:00 2015 Page 1 ID:bW D42aFSHCdYXPih10Nv4ywpOk-ypEYxAm_cWvLgDbAOrZcMZGYLeldOICOMi\/7SzX6Fb -14-0 8-1-13 1310-12 15-0-4 2M-4 26-0-4 31-11-0 333-0 14-0 8-1-13 58-15 1-18 8-0-0 3 0 0 5-10-12 14-0 Snk•1i)A 4.00 - 6 I 2 5 FIT s 12 1s a is n 10 _ Y5= 2x4 11 Y4= m we= h5= 2.4 II 4x5 YS= I 8-1-13 13-10-12 15-04, 23.0-4 26-0-4 31-11-0 B-1-13 5815 1-1.8 S-" 3-0.0 5-10.12 Plate Offsets X :0-2-14 E 3:04-0 0.3-01,r7:0-5-4,0-2-81,[8:0-2-14 Ed e LOADING(psf) SPACING 2.0.0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.97 Vert(LL) 0.49 11-13 -772 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.74 11-13 >514 180 BCLL 0.0 Rep Stress Ina YES WB 0.64 Horz(TL) 0.16 8 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight 150 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied. T4:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-0-14 OC bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 6-13 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed OTHERS 2x4 SP No.3 dno truss erection, n accordance with Stab I zer Installation gu cle REACTIONS (Ib/size) 2=921/0-3-8 (min.0-1-8),8=921/0-3-8 (min.G-1-8) Max-Horz 2=67(LC 16) Max Uplift2=-364(LC 8),8=-380(LC 9) Max Grav 2=1094(LC 2),8=1094(LC 2) ``\\0 FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. =-2005/1249,6 • OENSPTOPCHORD 2-3=-2656/1610,3-4=-2000/1272,4-5=1879/1255,58 , .7 BOT CHORD 2-15=-14032442,14-15=-14022443,13-14=-967/1813,12-13=-2026/3457,11-12=2026/3457, ,t 10-11=-14642539,8-10=14642536 WEBS 3-14=-719/508,4-14=-358/524,5-13=79/357,6-13=-1701/1094,6-11=-556/420,7-11=864/1077 34869 I•• * NOTES (9-11) "0 � �' 1)Unbalanced roof live loads have been considered for this design. _ 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph,TCDL=4.2psf,BCDL=3.Opsf,h=24ft;Cat.Il;Exp C;End.,GCpi=0.18,.MWFRS(envelope) and C-C Exterior(2)zone;C-C for members and forces 8 MWFRS for reactions shown,Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. STATE OF 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,R�ARID P',•« •• � 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. // S -'•' 6)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. / !O N At- \� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except at--lb)2=364,8=380. //J J 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 March 26,201: WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design pammenters 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 braking 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 ANSVTP11 Quality Criteria,DSB89 and BCSI1 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 UOnofrio Drive,Madison,WI 53719. ob Truss - Truss Type py ply 50274 T23 Special Truss 1 1 19528803 J fe nce o tional Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu Mar 26 09:18:02 2015 Page 1 ID:bW D42aFSHCdYXPih10Nv4ywpOk-uBMIMsnEWDmdazMzlotlhnecU9N95tNVrgBcCLzX6FZ 14-0 8-1-13 14-5 8 21-3-0 27.0.4 30 04 31-11-0 333-0 14-0 8-1-13 63-11 6-9-14 5-8-14 3-0-0 1-10.12 14-0 SOY�15].8 YS= 4.0er Sem U4 9 5 19d r 4x8= m 8 2 8 d d 14 19 12 11 10 U5— L4 YB= 4x6— d5= 9x5= 8-1-13 14-5-8 21-3.6 27-0-4 30-0-4 31-11-0 8-1-13 6-3-11 6-9.14 5-8-14 3-0-0 1-1-1 -12 Plate Offsets X Y: 2:0-13 Ede 3:04-0 0-3-0 7:0.5-0 0-2-0 LOADING(psi SPACING 2-0 CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 1.00 Vert(LL) -0.45 10-11 >844 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.88 10-11 >431 180 BCLL 0.0 Rep Stress Incr NO WB 0.79 Horz(TL) 0.15 8 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:149 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 6-1-15 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-13,6-11 MiTek recommends that Stabilizers and required cross bracing be installed ld,ub[lo truss erection n accordance with Stabilizer Installation ou de REACTIONS (Ib/size) 2=917/0-3-8 (min.0-1-8),8=850/0-3-8 (min.0-1-8) Max Horz 2=70(LC 12) Max Uplift2=-362(LC 4),8=-347(LC 5) Max Grav 2=1089(LC 2),8=1011(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2480/G79,34=-1785/524,4-5=1788/513,5.6=-2970/857,6-7=-2232/562,7-8=2238/553 \CENS BOT CHORD 2-14=-621/2285,13-14=-620/2286,12-13=-733/2798,11-12=-733/2798,10-11=-1594/5469, F i B-10=4932078 1 1 ' WEBS 3-13=-738/300,4-13=-191(784,5-13--1245/444,5-11=-55/459,6-11=-2688/866,6-10=-3324/1114, 7C "•. 7C 7-10=-162/716 / 34869 _ NOTES (11-13) _ 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10.Vult=130mph(3-second gust)Vasd=101mph,TCDL=4.2psf,BCDL=3.Opsf,h=24ft,Cat.11,Exp C,Encl.,GCpi=0.18,MWFRS(envelope),— Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. s STATE OF 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,R�flRIDP •(",,� 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 •.\V chord and an other members. SS, 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 100 Ib uplift at joint(s)except at--lb)2=362,8=347. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)35 Ib down and 84 Ib up at 30-04 on top chord,and 13 Ib up at 29-11-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 11)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 12)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 13)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S) Standard 1)Regular.Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14=44,4-6=-44,6-7=44,7-9=44,2-8=-10 Continued Qn page March 26,201: ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSIRPIt Quality Criteria,DSB-89 and BCSI1 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onotrio Drive,Madison,WI 53719. Job Truss Truss Type Qty Py 19526804 650274 T24 Common Truss 2 7Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Thu Mar 26 09:18:02 2015 Page 1 ID:bW D42aFSHCdYXPih10Nv4ywpOk-uBMIMsnEWDmdazMzlotlhnejB9TQ53NrgBcCL7X6FZ -1-4-0 5-" 6-10-12, 1-0-0 5-6-8 0 LH 11 sok-riu 3 4m wr Ti x ' sr a4= 4 x411 I LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L./d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) -0.06 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.30 Vert(TL) -0.10 2-0 >650 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 n/a n1a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:23 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins, except end BOT CHORD 2x4 SP No.2 verticals. WEBS 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 duan truss erection in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=228/0-3-8 (min.0-1-8),4=142/Mechanical Max Horz 2=93(LC 8) Max Uplift2=-127(LC 8),4=-08(LC 12) Max Grav 2=273(LC 2),4=168(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES (7-9) io, 1)Wmd:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph,TCDL=4.2psf;BCDL=3.Opsf,h=24ft;Cat.II;Exp C,End.,GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)zone,C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.602)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 348693)'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.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 100 Ib uplift at joints)4 except Qt=1b)2=127.6)"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 theRTE OFresponsibility 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. ORION 9)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 k9/ [�-�••/�•. LOAD CASE(S) Standard // O 1 y A)i- !//ilillll\\\\ March 26,201: A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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 pammenters 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 ANSUTPII 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. August 10, 2010 T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY ST - T-BRACE 2 MiTek Industries,Chesterfield,MO Page 1 of 1 Note:T-Bracing/ I-Bracing to be used when continuous lateral bracing 0o is impractical.T-Brace/ I-Brace must cover 90%of web length. ��o0 u Note:This detail NOT to be used to convert T-Brace/ I-Brace webs to continuous lateral braced webs. MiTek Industries,Inc. Nailing Pattern Brace Size T-Brace size Nail Size Nail Spacing for One-Ply Truss Specified Continuous 2x4 or 2x6 or 2x8 10d 6"o.c. Rows of Lateral Bracing Note: Nail along entire length of T-Brace/ [-Brace Web Size 1 2 (On Two-Ply's Nail to Both Plies) 2x3 or 2x4 2x4 T-Brace 2x4 1-Brace 2x6 2x6 T-Brace 2x6 I-Brace 2x8 2x8 T-Brace 2x81-Brace Nails Brace Size for Two-Ply Truss k Specified Continuous Rows of Lateral Bracing SPACING Web Size 1 2 k 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace k --A 2x6 2x6 T-Brace 2x61-Brace WEB � 2x8 2x8 T-Brace 2x81-Brace k -A T-Brace/ I-Brace must be same species t and grade(or better) as web member. T-BRACE \\\IIIIIIIII/���/ \� ,J1 . �\CENS,, Nails Section Detail * N 34869 UZ \ T-Brace 6/22/11 �; STATE OF Web Ft0RI'D P.•�0 Nails 1109 COASTAL BAY web-1I-Brace BOYNTON BC, FL 33435 Nails/ L JANUARY 1, 2009 LATERAL TOE-NAIL DETAIL ST-TOENAIL_SP � MiTek Industries,Chesterfield,MO Page1 of NOTES: 1.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 a oO EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. (��Jl 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. MiTek Industries, Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. THIS DETAIL APPLICABLE TO THE TOE-NAIL SINGLE SHEAR VALUES PER NDS 2001 (Ib/nail) THREE END DETAILS SHOWN BELOW _ DIAM. HF SPF SPF-S C7 .131 69.9 68.4 59.7 Z 135fEt856 74.2 72.6 63.4 VIEWS SHOWN ARE FOR OILLUSTRATION PURPOSES ONLY Un .16286.4 84.5 73.8 M 0 .128 74.2 67.9 58.9 57.6 50.3 0 .131 75.9 69.5 60.3 59.0 51.1 SIDE VIEW N .148 81.4 74:5 64.6 63.2 52.5 3 NAILS CO NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE-NAIL. NEAR SIDE APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. NEAR SIDE EXAMPLE: (3)-16d NAILS(.162"diam.x 3.5")WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3(nails)X 84.5(Ib/nail)X 1.15(DOL)=291.5 Ib Maximum Capacity ANGLE MAY ANGLE MAY ANGLE MAY VARY FROM VARY FROM VARY FROM 30°TO 600 30,TO 60° 30*TO 600 45.00.45.00° 45.000 \\\��t1111111��77// 13S 'JV'v\CENgF N 34869 -� �- `� foilW_ 0)j6/22/11 �; STATE OF FLORID 1109 COASTAL BAY BOYNTON BC, FL 33435 FEBRUARY 14, 2012STANDARD PIGGYBACK ST-PIGGY-7-10 TRUSS CONNECTION DETAIL MiTek Industries,Chesterfield,M MAXIMUM WIND SPEED=REFER TO NOTES D AND OR E MAX MEAN ROOF HEIGHT=30 FEET MAX TRUSS SPACING=24"O.C. a oo CATEGORY II BUILDING a oo EXPOSURE B or C ASCE 7-10 Iul DURATION OF LOAD INCREASE:1.60 DETAIL IS NOT APPLICABLE FOR TRUSSES MiTek Industries, Inc. TRANSFERING DRAG LOADS(SHEAR TRUSSES). ADDITIONAL CONSIDERATIONS BY BUILDING ENGINEER/DESIGNER ARE REQUIRED. A-PIGGBACK TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. SHALL BE CONNECTED TO EACH PURLIN E W ITH(2)0.131"X 3.5"TOE NAILED. B-BASE TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. C-PURLINS AT EACH BASE TRUSS JOINT AND A MAXIMUM 24"O.C. A UNLESS SPECIFIED CLOSER ON MITEK TRUSS DESIGN DRAWING. CONNECT TO BASE TRUSS WITH(2) 0.131"X 3.5"NAILS EACH. D-2 X X 4'-0"SCAB,SIZE AND GRADE TO MATCH TOP CHORD OF PIGGYBACK TRUSS,ATTACHED TO ONE FACE,CENTERED ON INTERSECTION,WITH(2)ROWS OF 0.131"X 3"NAILS @ 4"O.C. SCAB MAY BE OMITTED PROVIDED THE TOP CHORD SHEATHING IS CONTINUOUS OVER INTERSECTION AT LEAST 1 FT.IN BOTH DIRECTIONS AND: 1.WIND SPEED OF 115 MPH OR LESS FOR ANY PIGGYBACK SPAN,OR 2.WIND SPEED OF 116 MPH TO 160 MPH WITH A MAXIMUM PIGGYBACK SPAN OF 12 ft. E-FOR WIND SPEEDS BETWEEN 126 AND 160 MPH,ATTACH C MITEK 3X8 20 GA Nail-On PLATES TO EACH FACE OF TRUSSES AT 72"O.C.W/(4)0.131"X 1.5"PER MEMBER.STAGGER NAILS FROM OPPOSING FACES.ENSURE 0.5"EDGE DISTANCE. (MIN.2 PAIRS OF PLATES REO.REGARDLESS OF SPAN) B D WHEN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EXISTS: REPLACE TOE NAILING OF PIGGYBACK TRUSS TO PURLINS WITH Nail-On PLATES AS SHOWN,AND INSTALL PURLINS TO BOTTOM EDGE OF BASE TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE TRUSS MITEK DESIGN DRAWING. SCAB CONNECTION PER NOTE D ABOVE 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. VERTICAL WEB TO \ , EXTEND THROUGH FOR LARGE CONCENTRATED LOADS APPLIED \\ vs S K BOTTOM CHORD TO CAP TRUSS REQUIRING A VERTICAL WEB: OF PIGGYBACK 1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS �V • �CENSF MUST MATCH IN SIZE,GRADE,AND MUST LINE UP AS SHOWN IN DETAIL. 2) ATTACH 2 x_x 4'-0"SCAB TO EACH FACE OF * *,1411111 TRUSS ASSEMBLY WITH 2 ROWS OF 10d(0.131"X 3")NAILS SPACED 4"O.C.FROM EACH FACE. (SIZE AND GRADE TO MATCH = _ VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) Li j_ (MINIMUM 2X4) _� 32 3) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM �� STATE OF CONCENTRATED LOAD OF 4000 LBS(@1.15). REVIEW BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS ,FLORtpP,. GREATER THAN 4000 LBS. !` 5) NUMBER OF PLYS OF CONCENTRATED LOAD FOR PIGGYBACK TRUSSES CARRYING GIRDER LOADS, GUST C TRUPPLS TO O BOTCH BASE TRUSS. �///0 NIA``\`\\\\\ / 1111 THE PIGGYBACK AND THE BASE TRUSS DESIGN. 1109 COASTAL BAY BOYNTON BC, FL 33435 FEBRUARY 14, 2012 Standard Gable End Detail SHEET 2 MiTek Industries,Chesterfield,MO Page 2 of 2 00 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD O 00 Trusses @ 24" o.c. O 00 HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48"O.C. (SEE SECTION A-A) ATTACHED TO VERTICAL WITH(4)-16d COMMON WIRE NAILS AND ATTACHED MiTek Industries, Inc. Roof SheathinTO BLOCKING WITH(5)-1 O COMMONS. V- V-3- Max.. IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR NAIL DIAGONAL BRACE TO THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE PURLIN WITH TWO 16d NAILS CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT \ MAY RESULT FROM THE BRACING OF THE GABLE ENDS \ 2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO 16d NAILS EACH.FASTEN PURLIN \ TO BLOCKING W/TWO 16d NAILS(MIN) Diag. Brace \ \ ' PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES at 1/3 points SUPPORTING THE BRACE AND THE TWO TRUSSES if needed \ ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH(2)-1 Od NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5)-10d COMMON WIRE NAILS. End Wall CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL METHOD 1 :ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. METHOD 2:ATTACH 2X_SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG MEMBER 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: II FOR WIND SPEEDS 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)OR LESS,NAIL ALL MEMBERS WITH ONE ROW OF 10d(.131"X 3")NAILS SPACED 6"O.C. FOR WIND SPEEDS GREATER 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)NAIL ALL MEMBERS WITH TWO ROWS OF 1 Od(.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 IL VALID AND ARE TO BE FASTENED TO THE SCABS OR INLAYED STUD VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. AN ADEQUATE DIAPHRAGM OR OTHER METHODppOF��BBQRACIING MUST STRUCTURBE PRESENT CHORD TO RESOISTAOLLIDE FULL OUT OF PLANELO`SRSPrE BOTTOM H TS&TGIfyG�SHOWN GABLE TRUqq IN THIS DETAIL IS FOR THE VERTICAL/S1T,4M, Sy. K OCENSF NOTE:THIS DETAIL IS TO BE USED ONLY FOR / - * ' N 34869 * _ STRUCTURAL GABLES WITH INLAYED STUDS.TRUSSES WITHOUT INLAYED _ STUDS ARE NOT ADDRESSED HERE. / 3/29/12 STATE W_ C) STATE OF STANDARD FLORIDP` GABLE TRUSS ��/ s/' •••.• '!� �� / ►Vlpll\`\R1 R ��� 1109 COASTAL BAY j BOYNTON BC, FL 33435 ■ • ' a a TECHNICAL BULLETIN April 2010 by Weyerhaeuser Bulletin TB-300 Table 2A: Maximum Concentrated Load Applied to Beam -Wood Screw Connection (lbs)(1) Fastener Type Hanger Wood USP WS Simpson SDS Beam Configuration g Screw Type # Length Screws #Screws 2 4 6 8 2 4 6 8 FACE 131 3'/s" 1,435 2,870 4,305 5,740 2,040 4,080 6,120 8,160 3-ply 19/4' (51/<"Beam) TOP(2) 3'/i' 720 1,435 2,155 2,870 1,020 2,040 3,060 4,080 '/z" -- --- -- -- 31/2"+1FACE 3 91." { - - - - (51/4' Beam) TOP 14) 31/s, 720 1,435 2,155 2,870 1,020 2,040 3,060 4,080 3'h"+19/." } i FACE/ , (5'/4"Seam) ; ; TOP(3) 3/2' 1,435 2,870 4,305 5,740 2,040 4,080 6,120 8,160 4-ply 1%" J J FACE 121 6"`5i 1,055 2,110 3,165 4,220 1,360 2,720 4,080 5,440 (7" Beam) 1 6""' 705 1,405 2,110 2,810 905 1,815 2,720 3,625 -- - 3'/i' 1,915 3,825 5,740 7,655 2,720 5,440 8,160 10,880 2-ply 1/<"+31/2' s FACE 13) 6"(5) 2,110 4,220 6,325 8,435 2,720 5,440 8,160 10,880 (7" Beam) TOP 121 3'/� 640 1,275 1,915 2,550 905 1,815 2,720 3,625 705 1,405 2,110 2,810 905 1,815 2,720 3,625 2-ply 31/2" ` FACE! 6„ts� 1,055 2,110 3,165 4,220 930 1,860 2,785 3,715 (7" Beam) TOP 121 2-ply 19/4"+ 31/2" FACE/ 6"s' 1,055 2,110 3,165 4,220 1,360 2,720 4,080 5,440 (7" Beam) TOP 131 FACE(4) 6"t5) 1,055 2,110 3,165 4,220 930 1,860 2,785 3,715 2-ply 1%"+31/2" (7"Beam) TO 6"(5)6"`5' 705 1,405 2,110 2,810 905 1,815 2,720 3,625 511a"+19/a" FACE/ (7" Beam) TOP 131 3'/i 1,815 3.825 5,740 7,655 2,720 5,440 8,160 10,880 1. See page 4 for table General Notes, connection details and beam depth limitations. 2. Install screws from both sides of beam. 3. Install screws from side opposite hanger only. 4. Install screws from hanger side only. 5. 6"SDS or WS screws can be used with Parallame PSL and Microllama LVL,but are not recommended for TimberStrand�LSL. Page 2 of 8 CONTACT US • 1.888.iLevel8 11.888.453.83581 •www.iLevel.com w w Weyerhaeuser,iLevel.Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved. ■ TECHNICAL BULLETIN April 2010 by Weyerhaeuser Bulletin TB-300 Table 1, 2A, 2B General Notes ■ Connections are based on NDSE 2005 or manufacturer's code report. ■ All plies must be the same material and grade. • Values are for 100% duration of load. Increase 15%for snow load or 25%for non-snow roof load conditions, where code allows. ■ Rotational effects should be considered for 7"wide beams loaded from one side only. Capacities shown for face mount hanger conditions are based on 16d common (0.162"x 3'/2") nails installed in the hanger. Other nails used for face mount hanger installations invalidate the capacities in these tables. • Verify adequacy of beam with all loads applied by using iLevel software or other methods. ■ See the iLevel Trus Joist®Beams, Headers, and Columns Specifier's Guide (#TJ-9000)for required connections for uniform side loads. Bolt or Wood Screw Connection Details ■ 1/2" bolts-9/16" o maximum holes ■ 3/q' bolts- 13/,s"o maximum holes • Lead holes not required for wood screws • rn Conc. Load Conc.Load m m Conc. Load Conc.Load �s `o `o N co N ; • • • • • • • • • • d N uJ • • N EQ. EQ. 2' Max (typ) 2 Fastener 4 Fastener 6 Fastener 8 Fastener Pattern Pattern Pattern Pattern Min. Beam Depth: Min. Beam Depth: Min. Beam Depth: d=7'/a"for 1/2"o bolts d=9/4'for 1/2"o bolts d= 11'/<"for 1/2"o bolts d=9'/+"for'/4"o bolts d= 14"for'/."o bolts d= 16"for'/;'o bolts Conc. Load Nailed Connection Detail � a • *STAGGER NAILS TO • PREVENT SPLITTING zV 16d Sinker '/z 1/4") 1 " 9' (0.148" x 3'/4') LL16 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 w w Weyerhaeuser,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. ■ n I" TECHNICAL BULLETIN March 2010 by Weyerhaeuser Bulletin TB-300 Connection Design Example Given the floor framing shown below, specify the necessary connections for the a 3-ply Microllam LVL beam supporting a 2-ply Microllam®LVL beam on one side and floor joists from the other side. The floor joists apply a 500 plf load to the side of the beam while the 2-ply beam reaction is 5,000 lbs. See the following page for the solution. Brg. (Typ.) Additional 3-13/" x 14" Microllam LVL Beam, Flush Connection ` _._._._ Required for r— _ - Concentrated Face Mount Hanger with 5,000 lbs Reaction Load L -- -- 2- V/<" x 14" Microllam® LVL 14" Floor Joists @ 24" o.c., Typ. Beam, Flush ` r - 4'-0„ LJ 15'-0" i Partial Framing Plan Page 6 of 8 CONTACT US • 1.888.iLevel8 (1.888.453.8358) -www.iLevel.com w w Weyerhaeuser,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. �x TCI'% UKlIf'% A1 Chill I CTIRi � Leve(,Floor Flush Beam���� MEMBER REPORT ) .onwar. ) 3 PIECE(S) 1 314-' x 14" 3.9E MicrollarTmG,LVL PASSED Uv-ag LffVM 15' g � o 0 L All Dimensions are Horizontal:Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF System:Floor Member Reaction(ins; 7595 Q 2- 7Lt09 Passed(97%) - Member Type:Flush Beam Shear(lbs) 6837 @ 1'5 112" 13965 Passed(49%) Building Use:Residential Moment(Ft-lbs) 25215 @ 4'117/8- 36387 Passed(69%) 1.0 Building Code:IBC Live Load Dell.(in) 0.356 @ T 1 13116- 0,489i passed(L1494) Design Methodology:ASD Total Load Dell.(in) 0.456 @ 7`1 T8' 0 733 Passed(L1386) Deflection crteria:LL Ld360)and TL(Li240). Design results assume a fully braced condition where all compression edges(top and bottom)are property braced to provide lateral stability. Bracing(Lu):All compression edges(top and bottom)must be braced at 13'15,116"o1c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Total Available Requited Support Reactions(lbs) Accessories Supports Bearing Bearing Bearing Dead f Floor 1 Roof f Snow 1-Stud wall-Spruce Pere Fir 3.50" 3.50" 3.40` 1641 15955 i 0 1 0 Blocking 2-Stud wail-Spruce Pine Fir 3.50" 3.50' 2.33" 116414045 1010 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed Loads Location Tributary Dead Floor Live Roof Live Snow Comments Width 10.0101 (9.Do) (non-snow:9.25) 0.15) 1-URiform(PSF) 0 to 15' 1' 1113C C 4Dr'Q D D D D 10'Floor 2-Point(ib) 4' N 1"00 »DCO C C Location Analysis Shear(lbs) Moment(Ft-lbs) Comments �' Actual Allowed d LDF Actual!Allowed 1 LDF 1_3' 603b i 13965 11 0 19156 i 36387 i 1.0 BOLTS LEFT OF HANGER 2-5' 34112569,'0-9 25215 1363871 1.0 BOLTS RIGHT OF HANGER Forte-Software C1Qeratfx Job Notes 3t25f2010 9.0221 AM iLevels+Forte—v1.1,Design Engine:V4.8-01 Page 1 of 1 Page 8 of 8 w CONTACT US • 1.888.iLevel8 (1.888.453.8358) •www.iLevel.com w Weyerhaeuser,iLevel,Mlcrollam,Parallam.TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved.