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2061 Beach Ave New Home 2012 CIT V OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 12-00000920 Date 8/13/12 Property Address . . . . . . 2061. BEACH AVE Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 550000 --------------------------------------- ------------------------------------ Application desc new house --------------------------------------- ------------------------------------ Owner Contractor ------------------------ ------------------------ SHAW RICHARD AND MIMI TRUST SIGNATURE HOMES & DEVELOPMENT 2061 BEACH AVE 731 DUVAL STATION RD ATLANTIC BEACH FL 322335934 STE 107-417 JACKSONVILLE FL 32218 (904) 759-9867 --------------------- Structure Inform tion 000 000 ---------------------- Construction Type . . . . . TYPE -B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE --------------------------------------- ------------------------------------ Permit . . . . . . SINGLE FAMILY DWELLING NEW Additional desc . . Permit Fee . . . . 1780 . 00 Plan Check Fee 890 . 00 Issue Date . . . . Valuation . . . . 550000 Expiration Date . . 2/09/13 --------------------------------------- ------------------------------------ Special Notes and Comments NEED NOC 2010 FLORIDA BUILDING CODE, 2008 NATIONAl ELECTRIC CODE FOR AN APPROVED FINAL MECHANICAL AIC INSPECTION, A STICKER SHALL BE INSTALLED ON THE AHU TO VERIFY THAT DUCTS HAVE BEEN SEALED, A CERTIFICATION SHALL BE ON SIGHT FOR THE INSPECTOR STATING THAT THE A/C SYSTEM PASSED THE "AIR BLAST INSPECTION" FROM AND INDEPENDENT ESTING AGENCY. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRE *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Avoid damage to underground water sewer utilties . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cle nouts and valve covers are set to grade and visible . PERMIT iSAPID@IC OSLZleanwaCkRvaxv6It W i FLORIDA BUILDING CODES. JS ✓u� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 12- 0000920 Date 8/13/12 --------------------------------------- ------------------------------------ Special Notes and Comments Cleanout must be covered with an FT1 concrete box with metal lid. Cleanout to be set to grade and visible . A reduced pressure zone backflow rreventer must be installed if irrigation will be p ovided or if there is a private well on the property. Eackflow preventer must be tested by a certified tester a d a copy of the results sent to Public Utilities . Section 24-66 (b) of the Land Development Regulations requires on-site storage for incr ased runoff . City Delta volume calculations yield 659 cubic feet on-site retention required. Proposed storage plan approved. If on-site storage is required, a post construction itopographic survey documenting p oper construction will be required. All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from the edge of pavement to the property line. Reinforcing rods are not allowed in the right-of-way. Full right-of-way restoration, including sod, is required. Roll off container company must bE on City approved list and container cannot be placed on City right-of-way. (Approved: Advance Disposal, Real o, Shappelle ' s and Waste Management) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection p for to start of construction. --------------------------------------- ------------------------------------ Other Fees . . . . . . . . . STATE DCA SURCHARGE 26 . 70 DEV REVIEW-SINGLE & 2-FAM 50 . 00 ENG REV RESIDENTIAL BLD 100 . 00 STAIE DBPR SURCHARGE 26 . 70 UTIL REV PRE APP >3 HRS 50 . 00 --------------------------------------- ------------------------------------ Fee summary Charged Faid Credited Due ----------------- ---------- --- ------ ---------- ---------- Permit Fee Total 1780 . 00 2780 . 00 . 00 . 00 Plan Check Total 890 . 00 890 . 00 . 00 . 00 Other Fee Total 253 .40 253 .40 . 00 . 00 Grand Total 2923 .40 2923 .40 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALI, CITY OF A rLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION °'�• "�. �" , . '�. " CITY OF ATLAN ric BEACH 800 Seminole Road,Atlantic Beach, FL 32233 FILE C Office (904)247-5826 Fax (904) 247-5845 Job Address: c�OC i cAc� Ve Permit Number: a Legal Description Oq 5 � , 3 P1 Parcel# i C q-7(-7 oor Area o q. t q. t Valuation of Work$ SSO X60_0 Proposed Work heated/cooled 3783 non-heated/cooled R9 0 Class of Work(circle one): New Addition Alteration Rt pair Move Demolition pool/spa window/door Use of existing/pro used structures)(circle one): Commercia Residentia If an existing structure,is a fire sprinkler system installed?(Circl one). NoN/A Florida Product Approval # For multiple products use product approveform" Describe in detail the type of work to be performed: Go n s f c K)e w StWc Ec ,,,, Property Owner Information• Name:k�(„r�r'� +- lm', Address: ,2 61 fef—cA City--A .B StateFLZip 3 3 Phon a q_00_q 1 Q E-Mail or Fax#(Optional) ContractorInformation: Company Name: e v,F' m bz-Vr—\orw.e� Qua ifying Agent:_FqC 6.,,,,X Address:231 buvej 0j-g-1-7 City State r-1 Zip 32118 Office Phone_-7 F y- O-7 44� Job Site/Contact Number Fax—# State Certification/Registration# CQ Com-O $X31 Architect Name& Phone# vt`h M v I Il C, Engineer's Name &Phone# a ov.je. q TDL- p 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 ind ated. 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 1 s regulating construction in this jurisdiction. This permit becomes rrtrll and void if work is not commenced within six(6)months, or tf construction or work is uspended or abandoned for apertod of six(6)months at arTv time after work is commenced. !understand that separate permits must be secured for Electr al Work,Plumbing,Sdgns, Wells, Pools, Furnaces, Boilers, Dealers, Tanks and Air Conditioners,eta WARNING TO OWNER: YOUR FAIL U E TO RECORD A NO'T'ICE OF COMMENCEMENT' MAY RESULT IN FOUR P WING 'TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO O TAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY DEFO RECORDING YO'[TR NOTICE OF COMMENCE ENT. I hereby certtfv that 1 have read and examined this a plication and know the same to b true and correct. All provisions o,f laws and or antes governing this hpe of work'ivill be complied with whether sped ted herein or not. The granting o a permit does not presume to give authority t violate or cancel the provisions of any other federal,state, or local law regulating construction or the perfo tante of construction. Signature of Owne Si ature of Contractor _ Print Name Pr nt Name .................................. ........................... .... ................................................................................................... Sworn to and subs ed me S o n subs e f e�_e this Day o 20 y f 20 17 Notary Public ry Publi Revised 01.26.10 DO NOT WRITE BEL W OFFICE USE ONLY pp ica e o es: 2 10 L RID BUILDING Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: Development Size Habitable Space " 'Won-Habitable ;,qo . ,r Impervious area Miscellaneous Information Occupancy Group a -" Type of Construction �'�� Number of Stories, Zoning District Max. Occupancy Load Fire Sprinklers Required Flood Zone Conditions/Comments: - i \J"j 800 Seminole Road s . Atlantic Beach,Florida 32233 a � Telephone(904)247-5800 FAX(904)247-5805 �J r Construction Site Management Plan Compliance A construction site management plan conforming to Atlantic Beach City Code See 6-18 has been approved as a part of this building pe it. The Construction site management plan was approved based upon the following information. 1. Parking plan-parking plan showing how site will be accessed and all onsite and abutting street parking areas. 2. Location of construction trailers, load ing/unloading area and material storage area. 3. Location of chemical toilet area-chernical toilets must be kept out of City right-of-way and not further than 15 et from structure under construction. 4. Location of dumpster-dumpster mus L be from approved waste company(in accordance with Chapter 16 City Co ). As of 2009, approved dumpster companies for Atl.Beach are Advan ed Disposal,Realco Recycling,and Shappells. Dumpsters are to have tarp covers or rigid covers on windy days. Dumpsters must be removed prior to ssuance of Certificate of Occupancy or Completion. 5. Traffic control plan, showing access i vith dimensions, area to be stabilized, narrative on phasing of construction ith adequate parking and delivery of materials. 6. Site cleanliness. Contractor must have the entire construction site cleaned by Friday of each week. This means removal of scrap lumber, concrete remnants and other such construction debris including cans, metal,plastic and paper. 7. Erosion and Sediment Control. Contr,ctor must maintain all elements of the approved Erosion& Sediment Contro.Plan(silt fence, catch basin filters, etc.) until sod or other stabilization has bee i placed and approved by Public Works. 8. Other activities,where special conditi ns are identified by the Building Official. Failure to comply with the Construction Site Management Ordinance may result in a Stop Work Order being issued in accordance with City Code Sec. 6-17 (3) Revised 6/2009 City of Atlantic Beach APPLICATION NUMBER Building DepartmentAPPLICATION be assigned by the Bul&V D ) SW Seminole Road 4 Atlantic Beach,Florida 32233-5445 12 —9Z Q Phone(W4)247-W26 • Fax(W4)247-5845 E-mail. building-dept@coab.us Dam y0 L City website: ft://wa eoab.us APPLICATION REVIEW AND TRACKING FORM Property Address: C)6 L/a BBQ C/� / /(::� nt review required Yes es No Applicant Q7 /I� ��$' Planni S Z �/ ministrator Project: /V lc� �! /� �� lic Works OL) Fire Services Other Agency Review or Permit Required R +►or Receipt DsM of ermit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoho is Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [Approved. ❑Denied. (Circle one.) Comments: BUILDING �&ZONIN Reviewed b : Dom: 07/0 TREE ADMIN. `� 6 2 Second Review: QApproved as revise d. []Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by Dom: FIRE SERVICES Third Review: []Approved as revise I. ❑Denied. Comments: Reviewed by: Dom: Rwised 07=0 City of Atlantic Beach r` (To Building Department APPLICATION NUMBER �.;.�� ✓� �' SW Seminole Road �O �� assigned by the Binding Depa"w t.) Atlantic Beech, Florida 32233-5445 �2 92 Q Phone(904)247-5826 • Fax(904)247-W45" E-mail: building-deptGCoab.us Deft row: 0-0 L. City web-site: Mt !1AVAw.coab.us APPLICATION REVIEW A 134RACKING FORM Property Address: '?a BBQ Cy ,q�/� Department reviewrequired- Yes No Applicant: -Manning Z isbvtor Project: /VS-!.c> 4577 /7 /61 lic Works Fire Services Other Agency Review or Permit Required R eview or Receipt Date of 3effnit Verified B Florida Dept.of Environmental Protection Florida DepL of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Akoohofic Beverages and Tobacco Other: APPLICATION ST TUS Reviewing Department First Review: pproved. ,` ODenied. (Circle one. Comments: n l� BUILDING sk 41 PLANNING&ZONING Reviewed y: 4per: 0LM 2„ TREE ADMIN. Second Review: []Approved as nevi [--]Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed Dom: FIRE SERVICES Third Review: QApproved as revisW. ❑Denied. Comments: Reviewed b : Date: Revised 07WPIO City of Atlantic Beach Building Department !fit r 20 AF'PUCATION NUMBER 800 Seminole Road �OJ� R° ass+grrad Budding Depar6nerk.) Atlantic Beach.Florida 32233-544.5 / —~~ 92 O Phone(904)247-5= • Fax(W4)247-W45 n E-mall. building-dept@coab.us �� Date routed: City W8b-sibe: hHP:/hNAN.coab.us APPLICATION REVIEW A D TRACKING FORM Property Addles: c;,?a&/ B94 Cy AV<� ARWaftment review required Yes No Applicant Q7 � /77 Planni &2 ministrator Project: /V tic Works Fire Services other Agency Review or PerNToba= d of I enfnR eN�Receipt or Date Fiorlda Dept.of Environmental Pr Florida Dept.of Transportation St.Johns River Water Manageme Arrny�of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages an Other: APPLICATION STATUS Reviewing Deimbnent First Review: Vb%pproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed b Date:-- TREE ADMIN. Second Review: []Approved as revise Denied. P I ORKS omments: LI IES 7-2--0- - SAFETY Reviewed by: Dom: FIRE SERVICES Third Review: QApproved as reviseJ. ODenied. Comments: Reviewed b Dom: RevisedOMMO City of Atlantic Beach APPLICATION NUMBER 800 Seminole R Building le Road Department (To be assigned by the Building Department.) t Atlantic Beach, Florida 32233-5445 12 Phone(904)247-5M - Fax(904)247-5845 E-mail: building-deptQcoab.us Date routed: y� L City web-sits: htIp:/Aww.eoab.us APPLICATION REVIEW A D TRACKING FORM Property Address: ;0 BBQ C/� �9i/� nt review uir+sd Yes No Applicant: /7) Piannin &Z / ministrator Project: /��!� � h !e, , �� lic Works Fire Services 7 Other Agency Review or Permit Required view or Receipt of ermit Verified By Date Florida Dept.of Environmental Protection Florida Dept.of Transportation /•�� St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: []Approved. ❑Denied. (Circle one.) Comments: BU ING PLANNING&ZONING G % Reviewed Date: �7 �6L TREE ADMIN. Second Review- QApproved as revised. [—]Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed b : Date: FIRE SERVICES Third Review: Approved as revised. ❑Denied. Comments: Reviewed b)': Dom: Revised OW27Mo City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Bulb Department.) 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 �� E-mail: building-dept@coab.us Date routed: City web-situ MtpJlW~.eoab.us APPLICATION REVIEW AN D TRACKING FORM Property Address: ;6 o* nt review required Yes No Applicant: i mg&Zorn Project: u lic Wo Pidblic Safety Fire Services Other Agency Review or Permit Required Review or Receipt Dab of F lermit Verified B Florida Dept.of Environmental Protection Florida Dept of Transportation St.Johns River Water Management District Army Corps of Engineers Division of hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: pproved. ❑Denied. (Circle one-) Comments: �& f BUILDINGS GD .� P NING A ZONING Reviewed Date: r TREE ADMIN. Second Review: DApproved as nevi ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed Date: FIRE SERVICES Third Review: DApproved as revis . []Denied. Comments: Reviewed b : Date: Revised 07/27/10 X 4CIT V OF ATLANTIC BEACH PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 ` 1i1 (904) 270-2535 or(904) 247-5874 NEW WATER/SEWER TAP REQUEST Date: 7-ZO-1 Project Address: Zo(P/ V No. of Units: Commercial Residential V 11-11 Multi-Family Now Water Tap(s) & Meter(s) l eter Size(s) 3 , New Irrigation Meter Upgrade Existing Meter f rom to (size) New Connection to City Sewer/s Name: Applicant Address: City: Atlantic Beach State: Zip: Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) ©© CITY STAFF USE d LY Application# L2> 720 Water System Development Charge $ Sewer System Development Charge $ Water Meter Only $ Water Meter Tap $ (notes) Sewer Tap $ Cross Connection $ Other $ TOTAL $ APPROVED: (Utility Di ector or, thorked Signature) ALL TAP REQUEST MUST BE APPROVED BY UT ITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED Letter of ntent Authorize Agent FILE -COPY,OPY This agreement is made this,,24day of (�NL� , 2012 between Richard and Mimi Shaw(hereinafter referred to as own r)and Rex J. Williams, Signature Homes & Development, Inc. (hereinafter referred to as Contractor). Owner agrees to use contractor for cons truction of their home•located at 2061 Beach Ave. Atlantic Beach, FL, pursuant to all permitting,design completion, and final pricing. Owner authorizes contractor to act as wner's representative on said project for the purpose of applying for permits, variances, and engineering. Owner: Cc ntractor: --.�--- 10 - ic and Shaw lliams Owner: M' a Witness as to owners: Witness as to contractors: .O O o ,0 a- pv d Ln soap ,a• a o u 01. y otIn a o o � U a� •.r 1-20 o H CL O F O >' •ow H i U tz Vj O N ++ o � . o 0 i �� •o Cl Fi O A! " o � bn O .� � � .� � a� o C3 o -aEn V V CJ ¢ Ucu W N M V1 \p •— N M d l(j l� 00 O1 O r. C�3 w P� d >, n.. 0 d v o ra e� rry-� 1� 4� O b . O w e� w C : •O ..r Lr v A w v 0 0 a � a 4-4 Ei Or o bn U CIS ' 0 ° 73 Vol "o fc.) � N M d Vl 00 0\ - QI/ -+ N M 4 kfi \p 00 0\ O -I N M - Vl 110 U U q ee u 0 a 'w w 0 0 0 A 0 b 0 s. P.a v vs w U � v � h� kr; M l-- 00 0� O N M a� � � 0 o � � o 0 0 'r o � v� 4° ? En 03 c 0 P o U c� � N Ln 0 10 c O en 3 G, is as U A 4-4 z 48, '� }; C) O O 4.4.+ � a� . G O > .;>, O, CA C •�� ,?� .ate O L] a3 >0 U o w Cd ON r b M v a cd 014 Cd s, O 0 p 78 Cd �- 'C3 Z c� 'C Z N � W a � 78 Z 0 O o �bA 0 0 U �^'. !� +� S"� ¢ N FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Shaw Residence Bu Ider Name: Street: 2061 Beach Ave Pe mit Office: Atlantic Beach City, State, Zip: Atlantic Beach , FL, Pemft Number: FILECOPY Owner: Ju isdiction: 261100 Design Location: FL, Jacksonville 1. New construction or existing New (From Plans) 9. Wall Types(4862.3 sqft.) Insulation Area 2. Single family or multiple family Single-family 3. Frame-Wood, Exterior R=19.0 3681.50 ft2 Concrete Block- Int Insul, Exterior R=4.0 768.60 ft2 3. Number of units, if multiple family 1 . Concrete Block- Int Insul,Adjacent R=4.0 308.70 ft2 4. Number of Bedrooms 4 J. other(see details) R= 103.50 ft2 10 Ceiling Types (1595.0 sqft.) Insulation Area 5. Is this a worst case? No . Roof Deck (Unvented) R=19.0 1595.00 ft2 6. Conditioned floor area above grade(ft2) 3783 D. N/A R= ft Conditioned floor area below grade (ft2) 0 . N/A R= ft2 11 Ducts R ft2 7. Windows(846.3 sqft.) Description Area . Sup: RoomsinBlockl, Ret: RoomsInBlockl, AH: 6 328.77 a. U-Factor: Sgl, U=0.30 846.30 ft2 Sup: RoomslnBlock2, Ret: RoomsInBkook2, AH: 6 163.02 SHGC: SHGC=0.30 b. LI-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: R. Central Unit 48.0 SEER:14.50 c. Ll-Factor: N/A ft2 Central Unit 30.0 SEER:15.00 SHGC: 13. Heating systems kBtu/hr Efficiency d. LI-Factor: N/A ft2 Electric Heat Pump 48.0 HSPF:9.00 SHGC: Electric Heat Pump 30.0 HSPF:9.00 Area Weighted Average Overhang Depth: 3.039 ft. Area Weighted Average SHGC: 0.300 14. Hot water systems 8. Floor Types (2945.0 sqft.) Insulation Area • Propane Tankless Cap: 1 gallons a. Floor Over Other Space R=0.0 1136.00 ft2 Conservation features EF: 0.750 b. Slab-On-Grade Edge Insulation R=0.0 934.00 ft2 None c. other(see details) R= 875.00 ft2 15. Credits Pstat Glass/Floor Area: 0.224 Total Proposed Modified Loa s: 50.51 PASS Total Standard Reference Loa s: 82.57 1 hereby certify that the plans and specifications covered by Revi w of the plans and 0*"fKE S7-,, this calculation are in compliance with the Florida Energy specfications covered by this v p� Code. calct lation indicates compliance Q Ryan B.EMs with he Florida Energy Code. PREPARED BY: Befo a construction is completed DATE: 7114M2 this uilding will be inspected for com liance with Section 553.908 , I hereby certify that this building,as igned,is in compliance Flori Ja Statutes. with the Florida Energy Code. G0 OWNER/AGENT. BUII.DINGOFFICIAL: 201a DATE- 7 DA E: 7`3/'/2 - Compliance requires completion of a Florida Air Barrier and Ir isulation Inspection Checklist WlAoniq Q-nd Pu Fnsxnvr;aijnAlb 1 ICA - FIARfm2n1n GPrti AnF 4 1 rnmMiant Rnft mra Pana 1 of R PROJECT Title: Shaw Residence Bedrooms: 4 Address Type: Street Address Building Type: FLProp2010 Conditioned Area: 3733 Lot# Owner: Total Stories: 3 Block/SubDivision: #of Units: 1 Worst Case: Nc PlatBook: Builder Name: Rotate Angle: 0 Street: 2061 Beach Ave Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City, State, Zip: Atlantic Beach , Family Type: Single-family FL, New/Ebsting: New(From Plans) Comment: CLIMATE / IECC Des' 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 BLOCK Number Name Area Volume 1 Blockl 2529 25290 2 Block2 1254 12540 SPACES Number Name Area Volume Kitchen Oc Dupants Bedrooms InfillD Finished Cooled Heated 1 RoomslnBlockl 2529 25290 Yes 2.67406819 1 1 Yes Yes Yes 2 Rooms1nBlock2 1254 12540 No 1.32593180 3 2 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimet R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio RoomslnBlockl 131.2 ft 0 934 ft2 — 0 0 1 2 Crawlspace Rooms1nBlock1 59.1 ft 0 526 ft' 19 0 0 1 3 Raised Floor Rooms1nBlock1 _ 42 ft' 19 0 0 1 4 Raised Floor Rooms1nBlock2 — 118 f12 19 0 0 1 5 Floor over Garage RoomslnBlockl — 189 ft2 0 0 0 1 6 Floor Over Other Space Rooms1nBlock2 — 1136 ft' 0 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch �/ # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Flat Composition shingles 1601 ft2 66 ft' Medium 0.96 No 0.9 No 19 4.8 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 No attic Unvented 0 1595 ft' N N IeVLo .:.� �.••rLvr[tv.e. `e li�l'.ifJ •' J,' { Cavity Width Height 5heahing Fmimmg Sam 8eiomw it arm FII -Matt Type__ __ .. -V e E _ to _ Ft _ n_ Kea R=tlatue_Fraart�czrz r�hsoc... Grade* . c 5 Mum 'vf3i'1„Futc V[JL. .!S - .. :y .- _ - 11t4 - ... ><a X}f-y(?f }-!:�r t" rir'Hx7 RrXx?�D.tr.;toC;i: 3_, 7;', _, _....... .. �X::u...,. .o. .,::A: a7i .. ah- - ii-l' n h i(xtJaJ 7h f7 id J LAtC(W V alile- VIV00T flVlJ91Jj I12iJll,fl. 3� .j.,f.•- IU.Y .)•iv-4.i3� U.2j II.IJ U AA t- i_,-i....:n. C.�,.....n to/..r-ei Ct..n..-nl,.01._... �/i 4G !!9 A S'lC'�♦itltl 15')? /t?C .l ir .,a: :A:t-.:-; n,-_....^-.._, r.(-_,. ti zr.-,.-tr•r, -.. _. 1�.. �.�-..�.�r;r, Vf J.1! iu fame i'a IGJ � -._" e.. ' u_ ._ vtvi:�ij r.I F_-= 1`J 16 7.`:`7Y 10 I S :. ! :;tl}7' ;" f! ti ?t k�ttlAt.']I 3 Y4AY�t_ `w lnnjfs I:sfi __ tr it in iii it 7n td+==r�.. �it:r>�:. nirr.> 'Wall uwnang IV if urnt iL) t-rame ranes NH-0, u-tactor z-mur'; .,Iorrr.s Area uepin beparmuort int -t)r.tacle -znn`enm.q ---------- ------- ii E 9 i'Vilutai Luw-F- Suigie 0.3 0.3 N 72 fV' 2.5"1 0 in&11 f i G HERS 2006 -,Nuvf;� NI P1 ft2 ft J)m k I .1 v"1 r 11 11"1 13 fl Lo"..;E S i n g!,,- 0 3 N, 2 2!7 f!0 ;.,-. 15 fl.0:n H E:R s 7ninfi LL I u, melai Low4n. sinole y elv, ii'i i3:5 N fi, 2.`.;r,u in 14 Ij fl Ht Iqb A11Ub Nir;r.e !,j M42! i-(M,'-!7 ZWK-Pt' I)n I'd It II_ -1 it it In I't!tum ;^s• t Pun !Ijtimm Aj '12 `,ficial L&oi-C Gingie I v� v.o 01 3 1 NI 123 fil 2.�,f i,G in 3.'ft 0 1 i-I I 1ERG 2 G G G. tVtrilC W 13 MtAtpl I nal-P �,innir- Yap (1 11:11 1%] ?A W ?F,ft in I ft Y in HFPc, 2170,A Ninny 21 'vv 1-1 me!v I-ovv-L tivn n.!e yes N1 4 tt' 2.!)tl U m 't t.1 "..^.ra 2 2, VV i 2 Meiai Low-E Sinqie Yes 4.3 0.3 !v i4 ft` 2.5,ft 0 in i ft 0 in HERS 2006 f,4 c n e �q %At 1-1 AA-#,l 4—c: Q;--I- v r,1 n o hl 10 A00,00 n C f4 n i� 1 44 rk on "coc /-f r_ 14 VIFTMCII L,mv-Ez I!it-,It: SCS v.j j 14 14.:77777 1-.'.1 It V 1!! 1 !!'1 Ht I lr_m CI 41juv I 4vl!c I A 17 11 1- — I -!v" YC's it 2v:1- H E R S 21 r1% 26 1:_ 14 Metas Sinolf, y(,.s is 3 o 3 N 9 fil 2,5 ti 0 in 1 fl 0 in Hf RS 2006 None ------ ---- A-m A r, it pirv,s, 1y ram r,.ijinn A_q r-v , .ars W4i D--".tar Wal W.,wht VmIIzaq 'At-Ail l—, f rn �%rnrinC AA ".6 i-LN i vu.f-- v SV-Ra b*CK HOT WAT tK i EM Gf 7J e.atL'; r e7C 't'r ii` .-vi.uar�..;: _ ..,� 'S __ • IM ,.. go; s.., `vimi.PU—,—,;j i Smi-i's` s Z:rasa%ice 3�,lt Vii+ None- aDi. CTS i ___._ver Yj.r____ ____t=•via:!n____ ay:: rc.rng»r i-+�y',�.v d: p"nn!^)'�ir_:ir_r ti ,_ i:' a*rr_^�i?'.�i:•�r ?xv,' nn s r_.,Lra_ir,:_s!J.:j 'vr,hea r;•+ps�ric E>?pr.rrtci�is�V f c;;;e�,-. f=�n.q- v.... r ' ^.... T.,vT SF4� ^JT •.., f-• .w• r .. T ... ^.5.. :.� YI..,Ti is iA+ .,5 r5r [A.{ :[Ti} If,..i tMFr1F M7li Ti Ir'A`JFYI1 1.111 FAt i3%1 ,n5/°F li ilir f1 f._ L 7T !'. '.r x>9intt 'r1i-Hj A,•V 7R 7?5 7,8 7A 78 7fi 78 i;? 75; 1 A 79 Its �tf Vi 13 113 i U tai) 70 !i3 18 IT 7. f'V !'4 i leafirr (VVD) AM 66 G6 66 636 66 68 68 68 68 68 ES 68 Ot 11 t�satiny (ia iE!i; AIV 610 66 EG 66 66 68 68 68 tib S8 tib 68 COMPONENT SECTION SUMMARY OF RE UIREMENT(S) CHECK Air leakage 402.4 To be caulked,Basketed,m atherstripped or otherwise seated. Recessed lighting IC-rated a s meeting ASTM E 283. Windows and doors=6.36 cfm/sq.ft. Testii ig or visual inspection required. Fireplaces: x gasketed doors&outdoor combustion air. Must complete envelope ' leakage report or visually veiify Table 462.4.2. Thermostat& 403.1 At least one thermostat shaft be provided for each separate heating and r controls cooling system. Where for -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. Duds 403.2.2 s All ducts,air handlers, filter xes and building cavities which form the primary air containment ys for air distribution systems shall be considered ducts or plem rn chambers, shall be constructed and x sealed in accordance with Section 563.2.7.2 of this code- 403,3.3 Building framing cavities sh I not be used as supply ducts. Water heaters 403.4 Heat trap required for verti pipe risers. Comply with efficiencies in -------- Table 463.4.3.2. Provide swi ch or clearly marked circuit breaker x (electric)or shutoff(gas). Ci elating system pipes insulated to= R-2 +accessible manual OFF tch. Mechanical403.5 Homes designed to operate positive pressure or with mechanical ventilation ventilation systems shall not xceed the minimum ASHRAE 62 level. No make-up air from attics, drawlspaces,garages or outdoors adjacent to pools or spas. ------ _. - --- ------ _ - - ----- -------------- -------------- ---- - Swimming Pools 403.9 Pool pumps and pool pump otors 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 havevapor-retardant covers or a liquid cover or other means proven to red heat loss except if 70%of heat from site-recovered energy.Offitiorier switch required.Gas heaters minimum thermal efficiency=78%(82° after 4/16/13)- Heat pump pool heaters minimum COP=4.6. ----- ----- - - -- - - - - Coolingtheating 403.6 ; Sizing calculation performed attached_Minimum efficiencies per Tables 563.2.3.Equipment eificiency verification required.Special x equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>1 OkW must be divided into two or more stages. CeitingsJknee watts 405.2.1 R-19 space permitting. x ��e��s^e�s � Ira�enww � �r+r at �� sIP• sra�� ti i i r......... sun oz vtvls. G{pririr Hoot AR n NCPF.o rNl R Fkw Tvrwc ImilaWon Arca 14. Hot water systems b.Slab-On-Grade Edge Insulation R=0.0 934.00 ft2 1 cartlhf+h-n't+hia hnma hoc nmmnligl %Anih fha Flnrir4o Fnarmy G ffirlcin r r`rxlc fnr R!!llAiri- [K1G r r` • 4ti ., r, al, ti r ['yw l 1i µ C4 r/CI 7ir.' '�------ _ WE *Nnta• Thi-,i-,not a RLIilrfinn Fnamv Ratinn If vnl Ir Inriax i-,hpInw 70 vnl Ir hnma may ni lalifv fnr anPmv vffiriant --- t--at anarnvnallni-nnn' fnr lnfnrmatinn and a list of RAtarc Fnr ��R i A n �t tl irN M A7 rf i JUD: wright-so . .. ...� _.........s ..:: : ::v 1 Mm a Design 11", 42 `t- U �;gn i u ZO V L/ ay ran a nil nae._ .. . IuMe ('nnctn trtir,n rn talih/ Avprana S Heating Cooling Central vent 1121 d m) 0 84LU~ Area�Tt L.5.Gy Eclupment latent load n w A*7 �Ia.IL t-tllt,;tl'f It{V Itis t=i9 e;It?I ksy (Ii;-1 LI..La:..... : ..i C.. 1 raww w 11 ry v vau.! Ncatinn nt ttnt rt n Rfi_th 1 nant rnnlinn rti Rtt th i emoerature nse 0 T Tol al cooling' 0 Btun i r1i,F n�,: t ,..,,,.. .,,.�.� '-, atm ,A.. n nnn -t /n A n_ c a_. n nnn c�mal. /CCA E:1EL`SCuArerz,ftes tien6at Chatgeout Kaaual J1EAC.aha:.0 Residence.208'1 Seadh AveHt 3cn rcp Ca _ Project Summa Job: n" -��- WrightsoDate: 7112J12 Zone 2 By: N.Ellis Energy Design Systems, Inc. Design"i i7 41 -it DE'sign TU Zu -t- W iiy range M n lative hurnidh- 50 of Cir�rjuro '9Af�t tu,'1 �tuh C},'..-'lvturc `7 1]iI Bt,,h Lau LO U LJ lu#1 L LJ V Oiuil (aretrra!krant Mn.w»fml n Rtelh (` 'ntrai ynn4 l it rfrttl t5 Rftlh biililiuui%Siivil v uiulll ui 'vvci v uiiiil RR iinn RtI1h R efswina multinlier 0.94 ti it tilt GitVtt -• •:�.::s:•_.c::_:......,.:"- .__._. =:u:v �.u:: Method Simplified. Latent Cooling Equipment Loan Sizing Construction qua-Irty Average �- •� u wiul/ He ti Cooling Central vent(60 cfm) 0 Btuh Area(ft�) NN 1254 EciLfipmeni latent load 1872 Btuh Volume 1ft'; 12968 12988 Air rhannaSlhnllr n?7 014 Fr1 1inmPnt total lo;;d ?9487 R#I1h �r 1 1 666 i U 6 !! lA ti Iiia J ; iif0 Erficiency ilia Er c;ierrcy rya Floating Input Sc isibllc ca:,ling 0 Btuh Heating m Apt It 0 Btuh Lai ,nt Cooling 0 Btuh Temperature rise 0 T Tcy al cooling 0 Btuh Air flow fartor 0 000 rfmlRfuh Air flaw fartnr 0 Ono rfm"Rtllh Bo1Wffa1fc values have been n•.a, •af/over��, `• _a� ,i.F•p ac..jon .i-i y ....a.i.:ti�. _ - wrightsoft' ,oC( , E.:Ef}9lCumrent'Resafent:ai CkuQut Marwai SrEAC,ati v Res4eeice,2U6 Beact Ave Atl BCh (r) G:, Equipment Summary Sheet Job Name: Shaw Residence Address: 2061 Beach Ave Atlantic Beach Zone: Lower& Mid-Level Floors Equipment Brand: Tran Air Handler Model Number: TAWAOC48H41 Condenser Model Number: 4TWR3048B1 Total Cooling Capacity in BTUs: 47,770 Total Sensible Capacity in BTUs: 35,060 Total Heating Capacity in BTUs: 46,000 SEER: 14.5 HSPF: 9 Zone: U r Level Floors Equipment Brand: Trane Air Handler Model Number: TAM7AOB3OH21 Condenser Model Number: 4TWR3030C1 Total Cooling Capacity in BTUs: 31 400 Total Sensible Capacity in BTUs: 22,620 Total Heating Capacity in BTUs: 29,000 SEER: 15 HSPF: 9 .dd. €." a„.ao�m..i,.rom ,,.o -�, ..�,: In.n w.r•-,�,,,.4• rao„�.;o>r,�.o�,�. r ',c„M Fur N uoJa/All(o la�+r o,olll++l+e�� Ot�yyc.-p ae P-1 M1--I1 Ol r�rro Wr 11 '�I n1,pre�uxsni�a+Tad of�+o,>P�+u^a cPis %d�evm Pi�nP W PI^o'P mvuvdvnyp aP�amNa wr' .^n allr n>ro aou op amovMn� pmawwoo 6nPla^9'+71VWYIIn.u��10 F,104��a..{�.i a� SZJ�1--1b'�� G�T�t<Y Sfl'1�2�10 "S2�OlOt'Y2�f NOO =N011N�1_L'y' 6mLL£ 'ld 'allln uoaslo e(` I�'`J 71 L9LL1 xog -p-� 4 J^l1llrr6lfa^rrr°r', py J ilL -R O U P � e CIA pd Q crd IIA ,•a u O 6E! 6fd u ri tq w� >w � — o plop 3 �� CL I 4%1 cl ri d N� 3 v ' �Vvr in ca 2-�e� >- 4 le3 > 0 ifS U f6 tJ G. K � L 1 3 D CD E m d U LL a. @BolseCascade Double 1-3/4" x 16" VERSA M® 2.0 3100 SP Designs\BM10 ��'jfff 2 spans 1 No cantilevers 1, /12 slope Thursday,July 05,2012 BC CALC®Design Report-US 02-00-00 OC Build 1605 File, ame: 27553.BCC Job Name: 27553 Des ription: Designs\BM10 Address: Spe ifier. City, State,Zip: , FL Des gner: LARRY RUCKEL Customer: SIGNATURE HOMES Con ipany: Lumber Unlimited Code reports: ESR-1040 Mist 8 7 4 08-00-00 A. 08-00-00 BO B1 B2 Total of Horizontal Design Spcjns=16-00-00 Live Dead Snow Wind Roof Live ocs Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area(Ib/ft^2) L 00-00-00 16-00-0 40 10 02-00-00 2 F58 Unf. Lin. (Ib/ft) L 00-00-00 16-00-0( 220 83 n/a 3 BM8 Conc.Pt. (lbs) L 05-09-00 05-09-0 2,689 1,742 n/a 4 F60 Unf. Lin. (Ib/ft) L 06-00-00 16-00-01 223 83 n/a 5 WALL Unf. Lin. (Ib/ft) L 00-00-00 16-00-0 0 125 n/a 6 F39 Conc. Pt. (Ibs) L 08-06-00 08-06-0 1,344 504 n/a 7 F38 Unf. Lin. (Ib/ft) L 09-00-00 16-00-0 231 87 n/a 8 F43 Unf. Lin. (Ib/ft) L 09-00-00 16-00-0 220 83 n/a 9 WALL Unf. Lin. (Ib/ft) L 00-00-00 16-00-0 0 80 n/a 10 Al Conc. Pt. (Ibs) L 08-10-00 08-10-0 3,611 2,889 n/a 11 A2 Unf. Lin. (lb/ft) L 10-00-00 16-00-0 552 441 n/a Controls Summary value %Allowable Duration case Location Disclosure Pos. Moment 12,364 ft-Ibs 331% 100% 3 12-06-15 Completeness and accuracy of input must Neg. Moment -15,355 ft-Ibs 41.1% 100% 1 08-00-00 be verified by anyone who would rely on End Shear 4,254 lbs 40% 100% 3 09-05-12 output as evidence of suitability for particular Cont. Shear 12,374 lbs 116.3% 100% 1 09-05-12 application.Output here based on building Total Load Defl. 01,666 0.058" 14.4% n/a 7 12-02-14 codesign properties and ( ) analysis code-accepted methods.Installation of BOISE Live Load Defl. U3,090(0.031") 15.5% n/a 14 12-02-02 engineered wood products must be in Total Neg. Defl. U-5,987(-0.016") 4% n/a 7 05-03-06 accordance with current Installation Guide Max Defl. 0.058" 5.8% n/a 7 12-02-14 and applicable building codes.To obtain Span/Depth 6 n/a n/a 0 00-00-00 Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS-, ALLJOIST®,BC RIM BOARD^",BCI®, BOISE GLULAM-,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIMS, VERSA-STRANDS,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. Page 1 of 2 PDF created with pdfFactory trial version www. dffacto om Boise Cascade Double 1-3/4" x 16" VERSA-LAM@ 2.0 3100 SP Designs1BM10 �J 2 spans I No cantilevers 1 /12 slope Thursday, July 05,2012 BC CALC®Design Report-US 02-00-00 OCS Build 1605 File', ame: 27553.BCC Job Name: 27553 Des ription: Designs\BM10 Address: Speifier: City, State,Zip: , FL Des ner. LARRY RUCKEL Customer: SIGNATURE HOMES Company: Lumber Unlimited Code reports: ESR-1040 Mis : Connection Diagram Disclosure i {b d Completeness and accuracy of input must 1 be verified by anyone who would rely on a output as evidence of suitability for particular • �• • application.Output here based on building c code-accepted design properties and analysis methods.Installation of BOISE engineered wood products must be in •� • accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please a minimum=2" c= 12" call(800)232-0788 before installation. b minimum=3" d =24" BC CALC®,BC FRAMER®,AJS-, Member has no side loads. ALLJOIST®,BC RIM BOARDTM,BCI®, Connectors are: 16d Sinker Nails BOISE GLULAM-,SIMPLE FRAMING SYSTEM®,VERSA-LAM(E),VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUDS are trademarks of Boise Cascade Wood Products L.L.C. Page 2of2 PDF created with pdfFactory trial version www. dffacto .c m ®Boise Cascade Double 1-3/4" x 16" VERSA- M® 2.0 3100 SP Designs1BM11 2 spans I Right cantilever 0/12 slope Thursday,July 05,2012 BC CALC®Design Report-US 02-00-00 OC Build 1605 File'Name: 27553.BCC Job Name: 27553 Des ription: Designs\BM11 Address: Spe ifier: City, State,Zip: , FL Des gner: LARRY RUCKEL Customer: SIGNATURE HOMES Con ipany: Lumber Unlimited Code reports: ESR-1040 Mis : 2 Ak 11-11-08 02-0400 Bo B1 Total of Horizontal Design Spa is=14-03-08 Reaction Summary (Down/ Uplift) (ibs) Bearing Live Dead Snow Wind Roof Live BO 478/ 153 75/0 B1 1,546/0 1,604/0 Live Dead Snow Wind Roof Live ocS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(Ib/ft^2) L 00-00-00 14-03-OE 40 10 02-00-00 2 Unf. Lin. (Ib/ft) L 11-03-13 14-03-OE 0 250 n/a 3 Conc. Pt. (Ibs) L 14-02-01 14-02-01 728 424 n/a Controls Summary value %Allowable Duration case Location Disclosure Pos. Moment 1,321 ft-lbs 3.5% 100% 2 04-09-06 Completeness and accuracy of input must Neg. Moment -3,543 ft-lbs 9.6% 100% 1 11-11-08 be verified by anyone who would rely on End Shear 390 lbs 3.7% 100% 2 01-04-14 output as evidence of suitability for particular Cont. Shear 1,465lbs 13.8% 100% 1 13-05-04 application.Output here based on building Uplift -78 lbs n/a 0% 3 00-00-00 code-accepted design properties and analysis methods.Installation of BOISE Total Load Defl. 2xU2,389(0.023") 10% n/a 3 14-03-08 engineered wood products must be in Live Load Defl. 2xU3,845 (0.015") 9.4% n/a 6 14-03-08 accordance with current Installation Guide Total Neg. Defl. U-8,663 (-0.017") 2.8% n/a 3 07-03-09 and applicable building codes.To obtain Max Defl. 0.023" 2.3% n/a 3 14-03-08 Installation Guide or ask questions,please Span/Depth 9 n/a n/a 0 00-00-00 call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS-, Connection Diagram ALLJOIST®,BC RIM BOARD-,BCI®, y�{b d- BOISE GLULAM-,SIMPLE FRAMING L SYSTEM®,VERSA-LAM@,VERSA-RIM a PLUS®,VERSA-RIMS, • • • VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood c Products L.L.C. a minimum=2" c= 12" b minimum=3" d=24" Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 PDF created with pdfFactory trial version www. dffacto m ®Boise Cascade Triple 1-3/4" x 24" VERSA- AMO 2.0 3100 SP DesignslBM2 1 span i No cantilevers 10/12 slope Thursday,July 05,2012 BC CALC®Design Report-US 02-00-00 OCS' Build 1605 FileName: 27553.BCC Job Name: 27553 Description: Designs\BM2 Address: Specifier: City, State,Zip: , FL Des ner: LARRY RUCKEL Customer: SIGNATURE HOMES Co pany: Lumber Unlimited Code reports: ESR-1040 Mis : 152, j 141 1 A. 21-06-00 BO B1 Total of Horizontal Design Spa is=21-06-00 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area (Ib/ft^2) L 00-00-00 21-06-OC 40 10 02-00-00 2 F36 Unf. Lin. (Ib/ft) L 00-00-00 03-06-OC 278 104 n/a 3 F30 Unf. Lin. (Ib/ft) L 03-06-00 17-00-OC 436 164 n/a 4 F33 Unf. Lin. (Ib/ft) L 17-00-00 21-06-0 389 146 n/a 5 F43 Unf. Lin. (Ib/ft) L 00-00-00 04-00-0 220 83 n/a 6 WALL Unf. Lin. (Ib/ft) L 00-00-00 21-06-0 0 80 n/a 7 A5 Unf. Lin. (Ib/ft) L 00-00-00 21-06-0 649 520 n/a Controls Summary Value %Allowable Duration Case Location Disclosure POs. Moment 84,836 ft-lbs 70.4% 100% 1 10-08-04 Completeness and accuracy of input must End Shear 12,899 lbs 53.9% 100% 1 02-00-14 be verified by anyone who would rely on Total Load Deft. U375(0.687") 63.9% n/a 3 10-08-12 output as evidence of suitability for particular Live Load Deft. 0833 (0.31") 57.6% n/a 6 10-08-12 application.Output here based on building Max Deft. 0.687" 68.7% n/a 3 10-08-12 code-accepted design properties and analysis methods.Installation of BOISE Span/Depth 10.7 n/a n/a 0 00-00-00 engineered wood products must be in accordance with current Installation Guide Connection Diagram and applicable building codes.To obtain Installation Guide or ask questions,please i+{b d call(800)232-0788 before installation. a BC CALC®,BC FRAMER®,AJST"", c ALLJOISTO,BC RIM BOARD-,BCI®, � BOISE GLULAM-,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM e PLUS®,VERSA-RIM®, VERSA-STRANDS,VERSA-STUD®are trademarks of Boise Cascade Wood a minimum=2" c=9-112" Products L.L.C. b minimum=3" d =24" e minimum=3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 PDF created with pdfFactory trial version www. dffacto . m ©Boise Cascade Double 1-3/4" x 16" VERSA AMO 2.0 3100 SP DesignslBM3 1 span I No cantilevers 1(/12 slope Thursday,July 05, 2012 BC CALC®Design Report-US 02-00-00 OCS' Build 1605 FileName: 27553.BCC Job Name: 27553 Des ription: Designs\BM3 Address: Spe ifier. City, State,Zip: , FL Desi ner: LARRY RUCKEL Customer: SIGNATURE HOMES Company: Lumber Unlimited Code reports: ESR-1040 Mis 13-00-00 Bo B1 Total of Horizontal Design Spar s=13-00-00 Live Dead Snow Wind Roof Live OCs Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area (Ib/ft^2) L 00-00-00 13-00-00 40 10 02-00-00 2 F34 Conc. Pt. (Ibs) L 01-02-00 01-02-00 527 197 n/a 3 F35 Conc. Pt. (Ibs) L 03-02-00 03-02-00 1,745 655 n/a 4 BM1 Conc. Pt. (Ibs) L 00-02-00 00-02-00' 3,244 2,534 n/a Controls Summary Value %Allowable Duration Case Location Disclosure Pos. Moment 8,599 ft-Ibs 23% 100% 1 03-02-01 Completeness and accuracy of input must End Shear 6,266 Ibs 58.9% 100% 1 01-04-14 be verified by anyone who would rely on Total Load Defl. 01,627(0.096") 14.8% n/a 1 05-11-07 output as evidence of suitability for particular Live Load Defl. 02,380(0.066") 20.2% n/a 4 05-11-10 application.Output here based on building Max Defl. 0.096" 9.6% n/a 1 05-11-07 code-accepted design properties and analysis methods.Installation of BOISE Span/Depth 9.8 n/a n/a 0 00-00-00 engineered wood products must be in accordance with current Installation Guide Connection Diagram and applicable building codes.To obtain Installation Guide or ask questions,please i+{b d call(800)232-0788 before installation. a • • • BC CALC®,BC FRAMER®,AJS-, ALLJOISTO,BC RIM BOARD-,BCI®, c BOISE GLULAM-,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM •� • PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Base Cascade Wood a minimum=2" c= 12" Products L.L.C. b minimum=3" d =24" Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 PDF created with pdfFactory trial version www. dffacto .c m M Boise Cascade Double 1-314" x 11-7/8" VERS' -LAM® 2.0 3100 SP DesignslBM4 1 span I No cantilevers 1, /12 slope Thursday,July 05, 2012 BC CALC®Design Report- US 02-00-00 OC Build 1605 File''Name: 27553.BCC Job Name: 27553 Description: Designs\BM4 Address: Sp ifier: City, State,Zip: , FL Designer: LARRY RUCKEL Customer: SIGNATURE HOMES Company: Lumber Unlimited Code reports: ESR-1040 Mist 3 11-00-00 BO B1 Total of Horizontal Design Spa's=11-00-00 Live Dead Snow Wind Roof Live OCs Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area(Ib/ft^2) L 00-00-00 11-00-00 40 10 02-00-00 2 F48 Unf. Lin. (Ib/ft) L 00-00-00 11-00-OC 124 47 n/a 3 BATH Unf.Area (lb/ft^2) L 02-00-00 09-00-OC 40 15 03-06-00 4 WALL Unf. Lin. (Ib/ft) L 00-00-00 11-00-OC 0 125 n/a 5 ROOF Unf. Area (Ib/ft^2) L 00-00-00 11-00-OC 25 20 07-00-00 Controls Summary value %Allowable Duration Case Location Disclosure Pos. Moment 11,340 ft-lbs 53.3% 100% 1 05-06-00 Completeness and accuracy of input must End Shear 3,259 lbs 41.3% 100% 1 01-00-12 be verified by anyone who would rely on Total Load Defl. U509(0.26") 47.2% n/a 3 05-06-00 output as evidence of suitability for particular Live Load Defl. U1,129 (0.117") 42.5% n/a 6 05-06-00 application.Output here based on building Max Defl. 0.26" 26% n/a 3 05-06-00 code-accepted design properties and analysis methods.Installation of BOISE Span/Depth 11.1 n/a n/a 0 00-00-00 engineered wood products must be in accordance with current Installation Guide Connection Diagram and applicable building codes.To obtain Installation Guide or ask questions,please b call(800)232-0788 before installation. a • r• • BC CALC®,BC FRAMER®,AJSTM ALLJOIST®,BC RIM BOARD-,BCI®, c BOISE GLULAMTm,SIMPLE FRAMING jSYSTEM®,VERSA-LAM®,VERSA-RIM •1 • PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood a minimum=2" c=7-7/8" Products L.L.C. b minimum=3" d =24" Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 PDF created with pdfFactory trial version www.r)dffactory.com $TW Building Compon nts Group, Inca 1950 Marley DriveHaines C ,FL 33844 Florida Engineering Certificate of Auth tion Number:0 278 P� Mttn�•""/"/��ff•.� /�j Florida Certificate of Product Ap roval#FL 1999 .•'�tV rf�L►•y/� Page 1 of 1 Document ID:lUN 35-ZO605144146 • C ti�� i No. Truss Fabricator: umber Unlimited •Job Identification: 75538 (SIGNATURE )2061 BEACH AVE. OVAL C ATLANTIC B ATU C*H,L** Truss Count gS $,1 11 �E'-j' Model Code: Florida Building Code 2004 and 2006 Spplement Truss Criteria: FBC201ORes/TPI-2007(STD) •� ,� Q�••' ti ;; Engineering software; 1pine Software,Version 10.03. s, Structural Engineer of Record: the identity of the structural EOR di not exist as of ` Address: tlhe seal datepersection 61M-31.001(5a) of the FAC o 2 ` 4 Minimum Design Loads: Roof N/A %F° Floor 55.0 PSF C 1.00 Duration Notes: Wind No Wind 1. Determination as to the suitability of these truss comp nents for the Walter P.Finn structure is the responsibility of the building designe /engineer of -Truss Design Engineer- record, a',s defined in ANSI/TPI i 2. The drawiing date shown on this index sheet mus h t 'e date shown 1950 Marley Drive on the individual truss component drawing.. Haines City,FL 33844 3. The loads indicated on all referenced gir consistent with the truss layout provided by Lumber, Unlimited for the above refer ion. Loads applied by non-truss elements and ba be reviewed and approved by the EOR/building design r._ 4. As shown on attacheJ drawings; USR235 Details: STRBRIBR J 3 3 18 0 3 4 1 0 3 5 1 0 3 6 1 0 / 10 36755-439 1 87063 07/05/12 11 36756--F40 1 187053 07/05/12 12 36751>=E41 1 87054 07/05/12 13 36758--F42 1 87055 07/05/12 14 36759-443 -1 87056 07/05/12 15 36760-444 12187057 07/05/12 16 36761--F45 12187058 07/05/12 17 36762-446 12 87059 07/05/12 18 36763--F47 ' 12 87060 07/05/12 19 ' 36764--F48 12 87061 07/05/12 I i REVE MED FOR CODE COMPLIANCE CITY OF OLANT. C BEACH SEE PERMITS FOR AI DITIONAL FILREQUIREMENTS AND ONDMONS. REVIEWED BY: M Or DATE:^. ? .....� ;..•�•.�.► I +•I "Cl- N o O W ry n fJ \ l0 m O1 F- M LCI N W N LCI Ln Od to M m r- ~ 3 Ln N o C I 1= m LCI O N m V Z _ M ~ N " U —00 CD rp W W Z W 'o U W I— 3 Cl 0 W (n W U W = C O' O D S to Li '7 " Z L C W i O i Ln Ln N N (n C y N O O O O O O Ov m LL r-I rl .-i W O LCI CD Ln C m H LC) N m C F-C:)'O 4- C .aj U (U J J J J J W o CU O H o) X L v D Nn_ M N Ln N r > a o v1 O 4-O SJ•- �"L } "vIz "i III O eq a Y "ai ••••••• '. 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ALL BEAM AND TRUSS ENGNEER% PLAN:SNAW RES. AND SIZE HEADER5,C-OI.U145 AND DESIGNER LARRY RJCKEL CAPS WIRE NECESSARY.TRUSS FABRICATOR WILL NOT BE RE6PONSI13LE FOR PITCH: REPAIRS RESULTIIQ's FROM A TRUSS OR 4 OYE144": BEAM 13ENG INADEQUATELY 511f'PoR . WIND CODE: 130 MPI-{EXPOSURE C CLOSED ALL TRUSS PLATES ARE ALPINE PLATES APPROVAL#1999-3 EN.j EER OF RECORD UNKNOWN f ITW Building Components Group, Inc. 1950 Marley Drive Haines Ci ,FL 33844 i► . Florida Engineering Certificate of Autho ization Number:0 278 ��•� """.�^b�►�%JJI� Florida Certificate of Product Apl Proval#FL1999 Page 1 of 1 Document ID:1 UNL 235-ZO217100515 Y!f6cZ 39 Truss Fabricator: Lumber Unlimited * 4" Job Identification: 27553C-(SIGNATURE )2061 BEACH AVE. UVAL C ATLANTIC B CHINA-** 0r"x Truss Count: �18 Model Code: Florida Building Code ' Truss criteria: FIBC201ORes/TPI-2007(STD) ......±t Engineeringisoftwar« Alpine Software,Version 10.03. Structural Engineer of Record: The identity of the structural EOR di not exist as of Address: the seal date per section 61G15 31.00 (5a) of the FAC - 07/17 12 Minimum Design Loads: Rpof 45.0 PSF @ 1.25 Duration Floor N/A Wind 130 MPH ASCE 7-10 -Closed Notes 1. Determination as to the suitability of these truss comp nents for the Walter P.Finn structure is the responsibility of the building designe /engineer of -Truss Design Engineer- record, a's defined in ANSI/TPI 1 2. The drawing date shown on this index sheet mus h t e date shown 1950 Marley Drive on the individual truss component drawing.. Haines City,FL 33844 3. The loads, indicated; on all referenced gir consistent with the truss layout provided by Lumber Unlimited for the above refer ion. Loads applied by non-trus,� elements and ba be reviewed and approved by the EOR/building designer. 4. As shown on attache b drawings; USR235 ` Details: - acs.■ Ci..* 9 19 0 9 1 0 9 1 0 9 1 0 / 000r LA." 10 94984--B10 12199029 07/17/12 11 94985-111 12199008 07/17/12 I„ 12 94986-112 12 99009 07/17/12 13 94987--813 12 99010 07/17/12 14 94988-114 12 99011 07/17/12 15 94989-115 12 99012 07/17/12 16 94990--EJ16 12 99013 07/17/12 La 0 17 94991--CJ17 12 99014 07/17/12 18 94992--CJ18 12 99015 07/17/12 0 19 94993--CJ19 12 99016 07/17/12 0 20 94994 CJ20 12 99017 07/17/12 A O p 21 94995--CJ21 12 99018 07/17/12 W 22 94996--CJ22 12 99019 07/17/12 A 23 94997--CJ24 12 99025 07/17/12 Q w 24 94998--CJ25 12 99020 07/17/12 V 25 94999--CJ26 12 99021 07/,17/12 04 .� 26 95000--CJ27 12 99022 07/17/12 pro 27 95001--CJ28 12 99023 07/17/12 28 95002 CJ29 _ 12 99024 07/17/12 A a II V LC) N N W n N o O � Ol N rn N '- Ol r- N S O Lf) m \ 3 O h CO \ N y n M Y M S Ln O N 2 Z II M 3 f N J N C V N O U C-0 n 2 Z � __ •" •-� MW W N o U O' O w p O U N M M V) W Q d' U W = D_' H m E p - .--. d' D D 2 V) W '7 N -O E Ln U � G C G 3 03 U O Lf�y�i w L1 W W w 01y J ea C U It C V) V) VI Ln V) 3 0 0- d d d Q- 0, 0,V \ O O O O O to O U d n7 d -o n m v c X N . . 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M L L 3 L O N A V = -p� � � •A m a E n N OO 2\ dm O O O J ¢ d d d a E ^ N N On N o O m rn N W Ol I� N 2 01 Ln lM0 N n O 3 Q O f U L O N O a E = c7 N � U J E W w Z W C U o2y 'O rp N W Q U W oo: Q' D-' O O 2 N W '7 O .- m� r p C > W w LL W w a 3 0 > 00 m (/7 cn Ln V) to d d IZ d = w a •� O G 0..1-.� \ OO O O O N O N O a Y00 _ F-m w 0 Ln O O Ln r N y- U W QJ i Lf)O V M �. � N O _0 M O N= 10 V Q rID r J O 0 J J LL U U U 3O = c lL U U U U O O d N Y � N Q N co -p r 4- N N cm N C C N co • Kw r: O q O 3 o pi .II -0 0 O tw�♦�♦p♦♦ t w L d— N O - O Cw+ N O r O d v N 4- C C ♦♦•♦ ••♦ ' n E 4-•r V1 vJ Q/ L • d 4- M M t, � '� O♦ O X .- X X M E U N u In C 1--'-- • L N r Cc O U�[ uiM L •r L O O 1.�0 'O v L O -w- X X v 'p M O r O 3 •O �+ Ul N L �-'�• rn 0 C +-+'O U • M • O t V O ro �o Q1 QJ •♦ • L-p •r 1� U -L� > > Ln .-i o O �m M�•.- •.- OJ N �0 7 O L L 33 3a � v-p m as 1 F O + N L n n CD v � N N rJ O In U M O N O X X OO O 2 V O Ol V LC) Ln 3 rl H Q N O L ^ ^ CD _ w > Vl 1-1V 0 O N U n Ql N Z ti u OD rl m W ` Q N O L CD ol > N NOO10O d O III U 4- O� O F-CD C) C N C W X X p] « V O •r O �--'O O N'C M LO co w v > Q 3 M III cu o r p •-� M O S U N N ro X Z > > C Q » in N N 2 = r L L O V O N O 3 oa-o a•r i III m 3 w N �l0 l0 tD n L .r M Ln « w a w a A n o a a«rn .r Q Q Q 'p Ql'O C 2 O O y l� NNN UI 0 O U C C C ~til n rL< 3 O S X N 0 U 2 O NNM pi QJ- N � U M M n Q J r1] i- N W W N N x x x a, NNN � >> N O r 2 O 3 n E L.'•¢ O Q U O O N M L L 3 L O Q J L v J (, � n+� E Ln v-•r p_N Op N O O S\ v L C O nay d � O N Cn N O O N y Ct \ Y 00 L, M 1- 2 m Ln \ 3 cn M to N LO r-- CD O LC) O N 2 V Z M 3 O O a N II (\j U A p O V E Of sZ N � II (D -Cm J E C: O L (p W W Z = w O U LL- F- 3 O O w N LLI Q U LU C.�: CL' p C V oa -O ro c U O D 2 N U- 7 M-0 CL O E C: ro aJ aJ C: -O"O w LL w LL w N V) N Ln N A 3 0 > L 00 CL V ct \ w O w 0 •� �.., i O O O O O N N O d y L mO -O cc O O Ln O O Lo ti N Om M N M N N rl M J-� •O U �— T �O V U LO Imo.♦- N p u J J J J J LL ¢ 4 c a \ J O D J U U 3 C CO ro C: C w U U U U O =1 Cl- co - m m p (n os ¢H co "O 4- \ aJ N 1� N C: C to J vl 00 r-1 ti • O ine p 3 O p O O O o m II -o L ... w t aJ aJ O •L; O 1 Cn N y V O �� O N •.•rr ••r r•••••• O ro aJ+ A -n > . m ro II II a a) a) 4- .�.-i L C c d' K E 4--� N N a) L y o n c o o w : : .' •. n p +�O U O a 4- O•.- C M M �� O a 4- i C7 -� X r- V O X s 'O r 1- Cr N O 4- MN C: �[ J O •L N aJ O ULU M L0 L a--)'n U O O iii O 4-0 0-O aJ i V aJ ol C > o a)Ql Q) y:/fit -O M T aJ L 'O E•O mgoo _V CD •�O J N •� 'O cu 3 •o a v+-+ t p o 0 �--- s Qi lO C: y U /i��• M L U O r0 rp J-� C aJ a) L.C) �/'I �•i� o� f• E c m m V r--+ O aJ O 3 ti p r•••ii#r�r �o U 00 ry Ski M•r- •� a) aJ O aJ ¢ as M i O� O N O N U X ED Ln X d O NO V 00 N Ln O = O�L[I O rnO U J > 3 of ¢ a) F-OI N N LC,v a, III M O w L - m. o M rn U � - i a) O X N r m rn O it LL a E < y a X III NM 1 Q U C n U aJ aJ L C X > N N .-.O O Lfl lO lD O a) �-I c.-J O - CT I O F- O Liz V Ln M « C a) C v 01 U U O MO O N N N V•� r ¢ aJ a)> Q ; CO O CC) u O O U a) In I O N s aJ 'O A > N w - a3 0 0� oA III = > ti -O aJ L� ¢ C > a X X c .-AL OU O M L[7 = 3 O 4 CD A• i U X o 3 ¢ +� 0 W +'� ro.-�LfIOOOOO N al m 3 D G N C7 L y p 1p N N aJ N C: CL L�-r L OI C U C: N Itil~I T �L¢ C Xa a) �O U d 3 M 4 cu O d d D_ QJ U ro U _ LLJ N Z d'V r�r X X X aJL L N a C C fp HyCL N N N T wO 3 > CL to rp A 4- 4- D OU `• �� N L O �VUV VUU iV Q L iACPN -O �O i OF-O]Cp mlmm 0C, _ a ya v oov E m � a.-� Ln 4-�� N O O O\ QJ i C O ay J v {-m J.ti J V Y Q �p � � r £ (n N N 0 N o O Ol Li Ol ^ 2 Ol Lf7l N Ln Y M LP O Z M 3 O N O C7 y x Z w w Z Li rpO N N W Q U Q = 0::V O V V O a = O 2 N LL '7 ov oomo 0 O L p O .LL... .a O Li V) LL LL- LL cu a o N N U7 N to a. d d c Ln O c ? c �� \ O O O O O d 3 > o L L \ N L o O Ln O O Ln o n u u N N O OO�O N L Y N W C p JO00x 0 !-OO�n O1� w � 00 V U C.J O Q Z UW ~m N P OON V� L M \ LL 3 u v LL U U U U O = d s ^¢ u a v c v �n I— I— m o] I— O N WU o L•• o U y 'o G C In Y y Of 3 OL .y ti ~ Q�N O v. N v 0 M N p p L y N o N_ " m • c �+ 0• 3 O LOU O L •••+••• C •••••• +•• N O Uin v�� L � y �� K O N .-�o u�O O�O vi N O in n1 x o L .�., tiAcr u u c c M �.�1. {/.�.��• -E N O x N L U Vni T 30 `.•'�` + !M Y O y C 0 0! +w O U M4-a H� um oa v m � = I •� •MJ M L E L L Y y L U 00 1+O >N L O .Q � 'OOM N � T O� � O NN � ^ �j • .o w- a O N 3 •0 +; N O mCUUUU LU L �-� C +-"O LOF-mmm 00 U ••r0 v •• O 0 ...0, EL *q� y >O> N O O < L Q m Q c.n Ln n w O CD N O n N N N\ 7 III oEDX 4- >< X N L _ �p a M ,y d N a O II G M N 3 O\ m L o M co N .u. E v III N L O� = o O v " Q a u co E III n X o u u o x mOM00 .- u Ln O v m II t�N Lfl l� o L O C� O 'o LL4-w-w� 3 L O a 0 " N vi L D_ndd V1 Y. 10 - S G N^ NNO F O.; X X Ln QX ti 0 0 0 00 O �.- J M ` m N � m- OOMO�v O^ O �p ; NOO Nina a yw- � Naa a o va � ti �t�k�k � LL nndn0 is J O M.O ~ y M r a�. Q ada vv >or000u L u y� N w d N Z to vl✓� a� O N� U L ,-+� L% vv Tv m xx v �v o In NNN T L O >LO E� J V UU a OEEE EE in 4. CL Q "O'0 in -0000M 00 a ya U a OWN J L OO1 O L C C Li. M N ti LL4-tiLLN CI N } � � U L � ? m nN \ v �mmm� y wL w u N F-0 m0 " d � i £ O N N O N oN O y LO \ Y O w of r- N S O LO N a N - A N d L1") n r+T Y M m y i u'1 O N Sr Z M 3 O £ E NcliU O V S Z 11 N �o W W Z w --� E v i W F- 3 Cl O w y 4mi O C U ee LJ of L'i 0 c U to O F- V � rp r- 4- z ora d a c m 4! N c -0-0 w Li W w W m C > v O L L N N U' Ln N Cl- 4_ Cl- d Cl- CD O O L U U O O O O W D r y i N p ✓1 a c a 0 O a a a) ro a 00 m O O w CD to O O tf) '--� N J X p i O \ N �--� `-1 V ti•-• 3 O y ti a s � U C7 CD y J J J J J w ti J D p J U O W U w O O > To rO J F- a Q U 3 c 00 w U U U U O p d U N Y E L F- F- �] m m N £ Q Ln OD 4- \ v N C to J N O O s .0 O d y yy � y O w o ^ 14�•� � T o d N •��--� L C G `! E�•.- VI L r y oO d c o Tn : r t,`:� {� •• O 4- L 1 .r- V O XC\j i . W. E u N \m O J O w rr.-� Ln V Q •� .� N 4- aj u N M M C4 W �: •L N N U to ti�--i 001 .-+ {� i M4- d L N N N M L ya U 00 MN N •�O a U •♦ " �.' COM a Ea O NN Yds J�y43 •'-LP J N O C i 3 •o a t o 0 r W • ['7 V' m Ua,0�4- a f�f • d c m c E u i c a s Ln • •••.j�•••� E•.- oe o 3 � .- N p 0 d O O T ;N� L a a•� y y >•> O y C C N w U O O O II eo .- L i 3 3 3 a m o w Q a s W Lo p O1 K O N O Lf) N\ 7 o 0 U K � = 0 L.C) Ln CDF- ~ Q u X X N O d' \ N F- C3 w J v � H N > 00 N N C O O O O Im U zT c F-O o a •• > v N i O v�3 0� w Q 0 (o � N L v V Q X 0 L O V O V o 0 S 04-0 C LP Q m 3 N oto io a_c o=� Aaoo ..o. C N C7 L 0 0 0 O ti 44Q a roaz t0 NNN N di r-� .0 M LU C 3O C a T M � NNM U L In C N _ u t0 0 lq V- N(nN -0 Q J L 1] Ql ^ W y N xxx a� NT cc II 3 n- o i�-'O ✓> .n 4-,-o � � U V V q y J i L pfd i O f-m O D_ t CLT+ U O O N N2 d } f"1 L L3 i O dl U e •� n U U Cl) m 0 0 E Ln d N O O D_ I i s ti N N O N o O O ti m N Y LIQ rn r N 2 O In \ 3 O Cl) a \ ~ \ N n M Y M O L n O N 2 Z M 3 O g a m 1] N ! K N E to N Y a N rp 2 Z roc E U•.- L OI. U Q O W 0 3 U a U +-+ cn W Q U W C) � J ea r0 G U Q Q 2 N w 7 f a d r6 tU tL G a s w W W w W N N fn Ln Ln 1]O O L •.-- O O d d d d tf) � L t O O O O O W I •.- Y i N O Cl N ro a O o CF V - J L O I-m w 0 N LP O O 1n ti N 'cY Y U r0 r0 \ .,, O a � C rp .-a • U C.7 U O p L N \ CDQ Z 3 N Y J J J J J W QJ r- \ J O p J U o V C! 3 to � W L G G W U U U U O O d s Q d H \ N N p X C N J h 00 � `W O O L O C i O r6 Y N y rq i to O •O 7• y` 07 .n .-� > ..- ro ro ••• •••• N d N Q.i ..-.ti L G C _` • • .fir E U O• N L Y •a: Y Y I O 4- O•� C M M ��:I �• O I- v t0 Y J O tL •M-I eM-I w o to 4 W i Q M 4- � L tL N r0 M O t1 t Y a U O O w/M:� ry O V a U wr0 `/•� �w •L C7 G 41 0 a .-�^ • �� a a Ea o i • C3 G C i O N N ✓" S� �• • r 4- N O G L .- • :� � 3 to a t o o --�- QJ G? rp U •�4- a O lu �••••O a L1 N 0 .- C E U L � a s •• ° Q• E s at o ai o 3 !, d •h•aN! ,- O TII C N Y 4- U r 00 CO O 4-- NV N O M`7 M v !, N Vtii� ~o * W O N 0 1 II (u N w > ~OM OM O CO m o o CP- LL-LL Q N L m < n Q r0 tL LI O U > N O O N G - 1-O O•- m « U LT Q� O O Q L Q 3 O L ) > •N N r- O II > N d N O 3z a •• > O ^ v N L W Q O O Q ti L O V O N lP OLX M = 4 O i Q Y to to L rti t--I L C N C.7 L Y O v C, NNN N CL L O 0V U C U- 3 til G G r0 U d C N N M O� to C Q v ro h it � � V- l./1✓)N a In i i Y N ', ren� Q J QJ N W 0C! N O 4.3G NNN a T •- � 3 � p �O N r0 0 O r0C VU L V V U V L i.p Oi� LOF--m 00 Q O wJ L O n nY E,.n n Lp N 0 0 O\ c 0 nY I- � Boi;�eCascade Double 1-3/4" x 11-7/8" VERSA-LA2.0 3100 SP Roof BeamIBM1 B��TTCCA C®3.0 Design Report- US 1 span No cantilevers 0/12 slope Wednesday, July 18, 2012 Build 517 Fild Name: 27553.BCC Job Name: 27553 De cription: BM Address: Specifier City State, Zip: , FL De igner: LARRY RUCKEL Customer: SIGNATURE HOMES Co pany: Lumber Unlimited Code reports: ESR-1040 Mi c: ,____10 12 13-00-00 BO DL 3,244 lbs B1DL 1,162 lbs RLL 2,534 lbs RLL 869 lbs Total of Horizontal Design Spans= 13-00-00 Load Summary Live Dead Snow Wind Roof Live Trib. Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 A7 Conc. Pt. (Ibs) L 01-10-00 01-10-0o 1,093 875 n/a 2 A8 Conc. Pt. (Ibs) L 03-10-00 03-10-00 3,161 2,528 n/a Controls Summary Value %Allowable Duration c ise s an Disclosure Pos. Moment 18,117 ft-Ibs 68.1% 125% 5 1 - Internal Completeness and accuracy of input must End Shear 5,766 lbs 58.4% 125% 5 1 - Left be verified by anyone who would rely on Total Load Defl. U355 (0.44") 50.7% 5 1 output as evidence of suitability for Live Load Defl. U813 (0.192") 29.5% 5 1 particular application.Output here based Max Defl. 0.44" 44.0% 5 1 on building code-accepted design properties and analysis methods. Span/Depth 13.1 n/a 1 Installation of BOISE engineered wood Cautions products must be in accordance with For roof members with slope (1/4)/12 or less final design must ensure that ndin Instabilit current Installation Guide and applicable g y building codes.To obtain Installation Guide will not occur. or ask questions,please call For roof members with slope (1/2)/12 or less final design must account for in-on-Snow (800)232-0788 before installation. surcharge load. BC CALC®,BC FRAMER®,AJS rm, Notes ALLJOIST®,BC RIM BOARDTm,BCI®, BOISE GLULAMT" SIMPLE FRAMING Design meets Code minimum (0180)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum (U240) Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®are Minimum bearing length for BO is 2-3/16". trademarks of Boise Cascade Wood Minimum bearing length for B1 is 1-1/2". Products L.L.C. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end b aring+ 1/2 intermediate bearing Connection Diagram b d— a c I •� s a minimum =2" c= 7-7/8" b minimum= 3" d=24" Connection design assumes point load is 'top-loaded'. For connection desig of'side-loaded' point loads, please consult a technical representative or professional of Recc rd. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails Page 1 of 1 J� r l NOTICE OF COMMENCEMENT State of �� iQC t �. Tax Folio No. County of I) J J rti To Whom It May Concern: The undersigned hereby informs you that improvements will be made to c artain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE O COMMS CEMENT. Legal Description of property being improved: Address of property being improved: General description of improvements: c . ; �'- A-, (, D v c<. ",n,--, Owner: Address: ► 3 7 . 1 Owner's interest in site of the improvement: Cc Fee Simple Titleholder(if other than owner): Name: Contractor: Address: -\d 20/215630OR \ n BK'16051Pag e Telephone No.: o - -1( = 7 Fax No: � 1 ,'64 Surety(if any) /dumber Pages1 Recorded Address: Amount of Bond$ 05/29/2012 at 0125 PM, Telephone No: Fax No: JIM FULLER CLERK CIRCUIT Name and address of any person making a loan for the construction of the h provements COURT DUUAL COUNTY Name: RECORDING Address: $10.00 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: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receiv 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: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one (1 year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: mate: LISA GRUDOWSKI Before me this &y-of i1c;1 y 1 in the County df Duval,State Notary Public-State of Florida Of Florida,has personal y appeared ; ,H, L y i vo __• .•,My Comm.Expires Aug 31,2015 Notary Public at Large, tate of Florida,County of Duval. Commission #EE 126827 My commission expires "�°��1"•` Bonded Through National Notary Assn. Personally Known: or Produced Identification: % L. i i ffAM9CTIO ZOO Installed Insulation Statement Location of Insulation Thickness Total R-value Approximate Sq. Ft. Walls x 3.81 = Attic- Floor or oof:Dec )irde one) , x 3.81 = Cathedral Ceiling x 3.81 = X 3.81 = ' x 3.81 = R-value= 3.81 per inch Tensile,Strength= 5.6 psi Density = 0.45 -0.50 Ib/ft3 Compressive iiStrength= 0.7 psi DE Evaluations: ICC-ES ESR #1172 �OGa/ 8ea46 ompany Name Phone Number Ocf,4' VJ-0/c //Q A3 Applicator Name V Ap licator SIgmaturo Date I ICC EVALUATION SERVICE Most Widely Accepted and Trusted IMES Evaluation Report ESR-1172 Reissued February 1, 2011 This report is subject to re-examination in two years. www.icc-es.org 1 (800)423-6587 1 (5612) 699-0543 A Subsidiary of the International Code Council® DIVISION:07 00 00—THERMAL AND MOISTURE 3.0 DESCRIPTION PROTECTION 3.1 Materials: Section:07 21 00—Thermal Insulation SEALECTION® 500 spray-applied foam insulation is REPORT HOLDER: semirigid, low-density, polyurethane foam plastic that is installed as a component of floor/ceiling and wall DEMILEC USA LLC assemblies. The insulation is a two-component spray foam 2925 GALLERIA DRIVE plastic with a nominal in-place density of 0.5 pcf(8 kg/m). ARLINGTON,TEXAS 76011 The insulation is produced in the field by combining a (817)640-4900 polymeric isocyanate (A500 component) with a polymeric www.demilecusa.com resin (13500 component). The insulation liquid components info demilecusa.com are supplied in 55-gallon (208 L) drums and/or 250-gallon (946 L)totes and must be stored at temperatures between EVALUATION SUBJECT: 40°F (4.5°C) and 100°F (38°C). The liquid components have a shelf life of one year when stored in factory-sealed SEALECTION® 500 SPRAY-APPLIED POL URETHANE containers at these temperatures. FOAM INSULATION 3.2 Surface-burning Characteristics: 1.0 EVALUATION SCOPE The insulation, at a maximum thickness of 6 inches (152 mm)and a nominal density of 0.5 pcf(8 kg/m ) has a Compliance with the following codes: flame-spread index of 25 or less and a smoke-developed ■ 2009 Intemationa/Building Code (I index of 450 or less when tested in accordance with ASTM IBC) E 84. Greater thicknesses are recognized as described in ■ 2009 International Residential Code®(IRC) Sections 4.3 and 4.4. ■ 2009 International Energy Conservation Code®(I ECC) 3.3 Thermal Resistance,R-values: ■ Other Codes(see Section 8.0) The insulation has thermal resistance (R-value) at a mean Properties evaluated: temperature of 75°F (24°C)as shown in Table 1. 3.4 Air Permeability: ■ Surface-burning characteristics SEALECTION 500 spray-applied polyurethane foam ■ Physical properties insulation, at a minimum thickness of 3.5 inches (89 mm), ■ Thermal resistance is considered air-impermeable insulation in accordance with Section R806.4 of the IRC, based on testing in ■ Attic and crawl space installation accordance with ASTM E 283 and ASTM E 2178. ■ Air permeability 3.5 BlazelokTM I134 Intumescent Coating: ■ Fire-resistance-rated construction BlazelokM 164 intumescent coating, manufactured by TPR2 Corporation, is a one-component, water-based liquid ■ Exterior walls in Type I through IV construeti on coating with specific gravity of 1.3. BlazelokTM I134 is 2.0 USES supplied in 5-gallon (19 L) pails and/or 55-gallon (208 L) drums and has a shelf life of one year when stored in SEALECTION® 500 spray-applied polyurethane foam factory-sealed containers at temperatures between 45°F insulation is used as a nonstructural thermal insulating (7°C)and 90°F (320C). material in Type I, II, III, IV and Type V const uction under the IBC and in dwellings under the IRC. The insulation is 3.6 Blazelok TM TB Intumescent Coating: for use in wall cavities, floor/ceiling assemblies, or attics Blazelok TM TB intumescent coating, manufactured by TPR 2 and crawl spaces when installed in accordance with Corporation, is a one-component, water-based liquid Section 4.0. Under the IRC, the insulation may be used as coating with specific gravity of 1.3. BlazelokTm TB is air-impermeable insulation when installed in accordance supplied in 5-gallon (19 L) pails and/or 55-gallon (208 L) with Section 3.4. The insulation may be used in nonload- drums and has a shelf life of one year when stored in bearing, fire-resistance-rated walls when construction is in factory-sealed containers at temperatures between 45°F accordance with Section 4.5. (7°C)and 90°F(320C). XC-ES Evaluation Reports are not to be construed as representing''ge.stheiie.s or any other attributer not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation Jbr its use.There is no warranty by ICC Evaluation Service,LLC express or implied,as to anyfinding or other matter in this report,or as to any product covered by the report. Copyright 0 2011 Page 1 of 4 ESR-1 172 1 Most Widely Accepted and Trusted Page 2 of 4 3.6. The intumescent coating must be spray-applied 3.7 Andek Firegard Intumescent Coating: Andek Firegard intumescent coating, manufactured by over the insulation in accordance with the coating Andek Corporation, is a one-component, ',water-based manufacturer's instructions and this report at a rate of coating with specific gravity of 1.37. Andek',, Firegard is 1 gallon (3.38 L) per 82 square feet (7.6 m )to obtain the supplied in 5-gallon (19 L) pails and has a sh'If life of one recommended minimum dry film thickness noted in this year when stored in factory-sealed c Mainers at section. temperatures between 45°F(7°C)and 90°F(3 °C). 4.4 Attics and Crawl Spaces: 3.8 No-Burn®Plus XD Intumescent Coating: 4.4.1 Application with a Prescriptive Ignition Barrier: ® When SEALECTION® 500 spray foam insulation is No-Burn Plus XD intumescent coating, manufactured by No-Burn, Inc., is a translucent aqueous liqu d in 1- and installed within attics or crawl spaces where entry is made 5-gallon (3.8 and 18.8 L) pails and 55-ga�lon (208 L) only for service of utilities, an ignition barrier must be drums. The coating has a shelf life of threeyears when installed in accordance with IBC Section 2603.4.1.6 or IRC stored in a factory-sealed container at temperatures Section R316.5.3 or R316.5.4, as applicable. The ignition between 40°F(4.5°C)and 90°F(32°C). barrier must be consistent with the requirements for the type of construction required by the applicable code, and 4.0 INSTALLATION must be installed in a manner so the foam plastic 4.1 General: insulation is not exposed. SEALECTION® 500 spray- SEALECTION®500 spray-applied foam insulation must be applied foam insulation as described in this section may be installed in accordance with the manufacture 's published installed in unvented attics in accordance with IRC Section installation instructions and this report. A copy of the R806.4. manufacturer's published installation instructs ns must be 4.4.2 Application without a Prescriptive Ignition available at all times on the jobsite during instE Ilation. Barrier: 4.2 Application: 4.4.2.1 General: SEALECTION®500 spray-applied foam The SEALECTION® 500 insulation is spray-applied on the insulation may be installed in attics and crawl spaces, jobsite using a volumetric positive displacement pump as without a prescriptive ignition barrier as described in IBC identified in the Demilec application manual. tIhe insulation Section 2603.4,1.6 and IRC Sections R316.5.3 and must be applied when the ambient temperature is greater R316.5.4, in accordance with Section 4.4.2.2, 4.4.2.3, than 23°F (-50C). The insulation must not be used in areas 4.4.2.4, or 4.4.2.5, when all of the following conditions that have a maximum in-service temperatures greater than apply. 180°F (82°C). The foam plastic must not be used in a. Entry to the attic or crawl space is only to service electrical outlet or junction boxes or in contact with water, utilities, and no storage is permitted. rain or soil. The foam plastic must not be splrayed onto a b. There are no interconnected attic or crawl space areas. substrate that is wet, or covered with frostDr ice, loose scales, rust, oil, or grease. The insulation must be c. Air in the attic or crawl space is not circulated to other protected from the weather during and afte application. parts of the building. The insulation may be applied to the maximum thickness in d. Under-floor (crawl space) ventilation is provided when a single pass. Where insulation is usedi as an air- required by IBC Section 1203.3 or IRC Section R408.1, impermeable insulation, such as in un'Vented attic as applicable. assemblies under IRC Section R806.4, the in ulation must be installed at a minimum thickness of 3.5 inches(89 mm). e. Attic ventilation is provided when required by IBC 4.3 Thermal Barrier: Section 1203,2 or IRC Section R806, except when air- impermeable insulation is permitted in unvented attics in 4.3.1 Application with a Prescriptive Thermal Barrier: accordance with Section R806.4 of the IRC. SEALECTION® 500 spray foam insulation must be f. Combustion air is provided in accordance with IMC separated from the interior of the building by'an approved (International',Mechanical Code®)Section 701. thermal barrier of /2-inch-thick (12.7 rr�m) gypsum wallboard or an equivalent 15-minute thermal barrier 4.4.2.2 Application with BlazelokTm 164 Intumescent complying with, and installed in accordance with, IBC Coating: In attics, SEALECTION® 500 foam insulation Section 2603.4 or IRC Section R316.4, a applicable, may be spray-applied to the underside of the roof except where insulation is in an attic or cre wl space as sheathing and/or rafters; and in crawl spaces, the described in Section 4.4. Thicknesses of up to 91/4 inches insulation may be spray-applied to the underside of wood (235 mm) for wall cavities and 14 inches (6356 mm) for floors as described in this section. The thickness of the floor/ceiling cavities are recognized, based on room corner foam plastic applied to the underside of the top of the fire testing in accordance with NFPA 286. space must not exceed 111/2 inches (292 mm) and the 4.3.2 Application without a Thermal or Ignition vertical surfaces must not exceed 91/2 inches (241 mm). Barrier: The prescriptive 15-minute thermal barrier or The foam plastic surface must be covered with a minimum ignition barrier may be omitted when installation is in nominal thickness of 5�dry mils(0.13 mm)[9 wet mils(0.23 ® mm)] of the BlazelokTM IB4 intumescent coating described accordance with this laz section. TB i turnTIOs cent spray in Section 3.5. The intumescent coating must be spray- foam insulation and BlazelokTm TB intumescent coating may be spray-applied to the interior facing of walls, the applied over the insulation in accordance with the coating underside of roof sheathing or roof rafters, and in crawl manufacturer's instructions and this report a2 a rate of spaces, and may be left exposed as an nterior finish 1 gallon h) per 175 square feet (1to obtain without a prescribed 15-minute thermal barrer or ignition the recommended ded minimum dry film thicknnee ss nnooted in this barrier. The foam plastic insulation thickness must section. not exceed 5'/2 inches (140 mm) in walls a 10 inches 4.4.2.3 Application with Andek Firegard Intumescent (254 mm) in floors or ceilings. All foam surfaces must be Coating: In attics, SEALECTION® 500 foam insulation covered with 14 dry mils(0.36 mm)[25 wet mils(0.64 mm)] may be sprayrapplied to the underside of the roof of BlazelokTm TB intumescent coating, described in Section sheathing and/or rafters and in crawl spaces. The ESR-1172 j Most Widely Accepted and Trusted Page 3 of 4 insulation may be spray-applied to the underside of wood 4.6 Exterior Walls of Type I,II,III and IV Construction: floors as described in this section. The thickness of the When used on exterior walls of Type I, II, III and IV foam plastic applied to the underside of the top of the construction, the SEALECTION®500 foam insulation must space must not exceed 111/2 inches (292 m) and the comply with Section 2603.5 of the IBC at a maximum vertical surfaces must not exceed 91/2 inches (241 mm). thickness of 35/8 inches (92 mm), when installed per the The foam plastic surface must be covered wit a minimum manufacturer's published installation instructions and this nominal thickness of 10 dry mils (0.25 mm) 20 wet mils section. The potential heat of Demilec SEALECTION®500 (0.51 mm)] of the Andek Firegard intumes ent coating spray polyurethane foam insulation is 496 Btu/ft2 described in Section 3.7. The intumescent coating must be (5.6 MJ/m2) per inch of thickness when tested in spray-applied over the insulation in accordance with the accordance with NFPA 259. coating manufacturer's instructions and this report at a rate of 1 gallon (3.38 L) per 100 square feet (9.3 m2) to obtain 4.6.1 Nonload-bearing NFPA 285-tested Wall the recommended minimum dry film thickness'il noted in this Assembly: section. 4.6.1.1 Interior Face: One layer of 5/8-inch-thick ® (16 mm), Type X gypsum wallboard complying with ASTM Intumescent Coating: In attics, SEALECTIO 50 4.4.2.4 Application with No-Burn Plus 500 foam XD C 36 or ASTM C 1396 is installed with the long dimension insulation may be spray-applied to the underside of the perpendicular to 35/8-inch-deep (92 mm), 20 gage steel roof sheathing and/or rafters and in crawl spaces. The studs spaced a maximum of 24 inches (609 mm) on insulation may be spray-applied to the underside of wood center. The wallboard is attached with 11/4-inch-long floors as described in this section. The thickness of the (31.8 mm), bugle head screws located 8 inches (203 mm) foam plastic applied to the underside of th top of the on center along the perimeter and 12 inches on center space must not exceed 111/2 inches (292 rnm), and the (305 mm) in the field of the wallboard. Wallboard joints application to vertical surfaces must not exceed 9 must be taped and treated with joint compound in /2 inches (241 mm). The foam plastic surfaces must be covered with accordance with ASTM C 840 or GA-216. Fastener heads must also be treated with joint compound in accordance a minimum nominal thickness of 6 dry mils e®(0.15 mm) with ASTM C Bror GA-216. [10 wet mils (0.25 mm)] of the No-Bum Plus XD intumescent coating described in Sectio 3.8, The 4.6.1.2 Stud Cavity: SEALECTION® 500 foam intumescent coating must be spray-applied over the insulation, in a maximum thickness of 35/8 inches(92 mm), insulation in accordance with the coating manufacturer's is spray-applied in all stud cavities. instructions and this report, at a rate of 1 g lion (3.38 L) 4.6.1.3 Exterior Face: One layer of 5/8-inch-thick per 160 square feet (14.9 m2) to obtain the recommended (16 mm? GP DensGlasse sheathing attached to steel studs minimum dry film thickness noted in this section. using 1 /4-inch-long (31.8 mm), self-tapping screws spaced 4.4.2.5 Use on Attic Floors: SEALECTION D 500 spray- 8 inches (203 mm) on center along the perimeter and applied foam insulation may be installed at a maximum 12 inches on center(305 mm) in the field of the sheathing. thickness of 91/2 inches (241 mm) between and over the Details of the exterior wall covering must be provided by joists in attic floors.All exposed foam plastic surfaces must the report holder, designer or specifier to the code official, be covered with a minimum nominal thickness of 9 wet mils with a fire engineering analysis demonstrating that the (0.23 mm)] of the BlazelokTM I134 intumescent coating; 20 addition of the wall covering will not negatively affect wet mils (0.51 mm) of the Andek Firegard'' intumescent conformance of the assembly with the requirements of IBC coating; or 10 wet mils (0.25 mm) of No-BL me Plus XD Section 2603.5. intumescent coatings as described in this report. The 5.0 CONDITIONS OF USE intumescent coatings must be applied over the insulation in accordance with the coating manufacturer'E instructions SEALECTIONO 500 spray foam insulation described in this and this report. report complies with, or is a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, 4.5 One-hour Fire-resistance-rated Wall li Assemblies subject to the following conditions: (Nonload-bearing): 5.1 The products must be installed in accordance with the SEALECTION® 500 foam insulation may b used as a manufacturer's published installations instructions, component of a one-hour fire-resistance-ra d, nonload- this evaluation report and the applicable code. If there bearing wall assembly as described in this se tion(Section are any conflicts between the manufacturer's 4.5). published installation instructions and this report, this 4.5.1 Interior and Exterior Face: One laYer of 5/8-inch- report governs. thick (16 mm), Type X gypsum wallboard complying with 5.2 The insulation must be separated from the interior of ASTM C 36 or ASTM C 1396 is installed on the interior and the building by an approved 15-minute thermal exterior side of nominally 2-by-6, No. 1, So ithern yellow barrier, except when installation is as described in pine wood studs spaced 16 inches (406 mm) on center. Sections 4.3.2 or 4.4.1 through 4.4.2.5. The wallboard is attached with 15/8-inch-log (41 mm), 5.3 The insulation must not exceed the thicknesses noted coarse-thread drywall screws located 8 inchas (203 mm) in Sections 3.2,4.2,4.3,4.4,4.5, and 4.6. on center along the perimeter and 12 inch ms on center (305 mm) in the field of the wallboard. Wallboard joints 5.4 The insulation must be protected from exposure to must be taped and treated with joint compound in weather during and after application. accordance with ASTM C 840 or GA-216. Fastener heads 5.5 The insulation must be applied by contractors certified must also be treated with joint compound in accordance by Demilec USA LLC. with ASTM C 840 or GA-216. 5.6 Use of the insulation in areas where the probability of 4.5.2 Stud Cavity: A nominally 5'/2-inc (140 mm) termite infestation is "very heavy' must be in thickness of SEALECTION® 500 foam insulation is spray- accordance with IRC Section R318.4 or IBC Section applied in all stud cavities. 2603.8, as applicable. ESR-1172 1 Most Widely Accepted and Trusted) Page 4 of 4 5.7 When use is on exterior walls of buildings'of Type I, II, 8.0 OTHER CODES III, and IV, construction must be asdescribed in 8,1 Evaluation Scope: Section 4.6. In addition to the codes referenced in Section 1.0, the 5.8 See Section 4.5 for the fire-resistancje-rated wall products recognized in this report have also been assemblies. evaluated in accordance with the following codes: 5.9 Jobsite certification and labeling of the insulation must ■ 2006 International Building Code®(2006 IBC) comply with IRC Sections N1101.4 an N1101.4.1 ■ 2006 International Residential Code®(2006 IRC) and IECC Sections 102.1.1 and 1 2.2.11, as ■ 2006 International Energy Conservation Code® (2006 applicable. 5.10 The insulation is produced in Arlington, exas, under IECC) a quality control program with inspection by Intertek ■ 2003 International Building Code®(2003 IBC) Testing Services NA, Inc. (AA-647). ■ 2003 International Residential Code®(2003 IRC) 6.0 EVIDENCE SUBMITTED ■ 2003 International Energy Conservation Code® (2003 6.1 Data in accordance with the ICC-ES Acceptance IECC) Criteria for Spray-applied Foam Plast c Insulation 8.2 Uses: (AC377), dated October 2010, including reports of The products comply with the above-mentioned codes as tests in accordance with Appendix X. idescribed in Sections 2.0 through 7.0 of this report except 6.2 Reports of fire propagation characteristics tests in as noted below: accordance with NFPA 285. ■ Application with a Prescriptive Thermal Barrier: See 6.3 Reports of air leakage testing in acc'rdance with Section 4.3.1, except the approved thermal barrier must ASTM E 283. be installed in accordance with Section R314.4 of the 2006 IRC or Section R314.1.12 of the 2003 IRC. 6.4 Reports of air permeance tests in accordance with ASTM E 2178. � ■ Application with a Prescriptive Ignition Barrier: See 6.5 Reports of room corner tests in accordance with Section 4.4.1, except attics must be vented in NFPA 286. accordance with Section 1203.2 of the 2006 and 2003 IBC or Section R806 of the 2003 IRC, and crawl space 6.6 Reports of tests in accordance with ASTMI E 119. ventilation must be in accordance with IBC Section 6.7 Reports of potential heat tests in accprdance with 1203.3 of the 2006 and 2003 IBC or IRC Section R408, NFPA 259. as applicable: Additionally, an ignition barrier must be installed in accordance with Sections R314.5.3 or 7.0 IDENTIFICATION R314.5.3 of the 2006 IRC or Section R314.2.3 of the Components of the spray foam insulation are ientified with 2003 IRC, as applicable. the manufacturer's name(Demilec USA LLC), address and ■ Application Without a Prescriptive Ignition Barrier: telephone number; the product name (S ALECTION® See Section 4.4.2, except attics must be vented in A500 or SEALECTION B500); use instructions; the accordance with Section 1203.2 of the 2006 and 2003 density; the flame-spread and smoke-developed indices; IBC or Section R806 of the IRC, and crawl space the date of manufacture; thermal resistant values; the ventilation must be in accordance with Section 1203.3 of evaluation report number(ESR-1172); and the name of the the 2006 and 2003 IBC or IRC Section R408, as inspection agency(Intertek Testing Services NA). applicable. Each pail of the BlazelokTM 1B4 and the BlazelokTm TB ■ Protection Against Termites: See Section 5.6, except intumescent coating is labeled with themanufacturer's use of the insulation in areas where the probability of name (TPRZ Corporation), the product name, and use termite infestation is "very heavy" must be in instructions. Each pail of Andek Corporations Firegard accordance with Section R320.5 of the 2006 IRC or intumescent coating is labeled with the manufacturers Section R320.4 of the 2003 IRC. name (Andek Corporation) and address, the product trade ■ Jobsite Certification and Labeling: See Section 5.9, name,and use instructions. except jobsite certification and labeling must comply No-Burn® Plus XD intumescent coating is identified with with Sections 102.1.1 and 102.1.11, as applicable, of the manufacturer's name (No-Burn, Inc) and address, the the 2006 IECC. product trade name, and use instructions. TABLE h-THERMAL RESISTANCE(R-VALUES) THICKNESS(inches) R-VALUE(°F.ftZ.h/Btu) 1 3.8 3.5 13 4 15 5.5 21 7 27 9.5 36 10 38 11.5 43.7 14 52.5 For SI: 1 inch=25.4 mm; 1 °F.ft2.h/Btu=0.176 110*�-rn2m. 'R-values are calculated based on tested K-values at 11-and 4-inch thicknesses. Alp ^m 4D cn �� bm r � d 0 o 1PAN CDow 0 F■■� mama M o CD > o p CA S cCL e tr"' 4 Ii SEALECTION 500 Spray Foam Insulation Limited Lifetime Warranty DEMILEC(USA) LLC (Manufacturer)warrants SEALECTION®500 (Product),when installed by certified contractors using factory-trained applicators and applied in accordance to the Product Specification,will perform as stated in the Product Technical Data Sheet. This warranty is in effect throughout the life of the building provided the original purchaser registers with the Warranty Department of the Manufacturer within thirty(30) days of occupancy. Manufacturer's sole responsibil- ity under this Limited Lifetime Warranty shall be to repair or replace any defective Product at the cost of the material only. Manufacturer shall not be responsible for labor cost or any other costs whatsoever related to,or in connection with the removal or installation of either the original or replacement product. Manufacturer shall not be held liable un er this Warranty for defects or failure caused by improper installation of Product(not in strict adherence with the Manufacturer's written instructions) or damage due to fire,storms,floods,Acts of God,abuse,neglect,or defects,failure or damage caused by materials adjacent to the Product,or damage caused by alteration after completion of the installation of the Product. Statements made by Contract rs and installers about the performance qualities of the Product or contained in advertising literature does not constitute an expressed warranty. This Limited Lifetime Warranty gives the,owner specific legal rights,and the owner may also have other rights,which can vary from state to state. Owner making claims under this Lifetime Warranty,must notify DEMILEC(USA) LLC in writing of the defect promptly following its discovery and must submit with this notice proof of the date of purchase,contractor who applied the product,and the date,location and description of the circumstances under Nhich the defect occurred or was first noticed. Notice shall be given in writing to the below address. THIS WARRANTY IS MADE IN LIEU OF LL OTHER WARRANTIES,WHETHER AT LAW OR IN EQUITY, OR WHETHER ARISING OR EXISTING UNDER STATUTE. MANUFACTURER DISCLAIMS ALL OTHER EXPRESS OR IMPLIED WARRANTIES,INCLUDING,BUT NOT LIMITED TO,IMPLIED WARRANTIES OF MERCHANTIBILITY AND FITNESS FOR A PARTICULAR PURPOSE. UNDER NO CIRCUMSTANCES WILL MANUFACTURER BE LIABLE FOR SPECIAL,INCIDENTAL,PUNITIVE,OR CONSEQUENTIAL DAMAGES, ARISING FROM OR IN CONNECTION M rITH THE PRODUCT OR ITS USE. MANUFACTURER SHALL NOT BE LIABLE FOR ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES',ARISING FROM BREACH OF THE EXPRESS WARRANTY OR FOR THE CO iT OF REMOVING,INSTALLING,OR REINSTATING ANY REPAIR OF REPLACEMENT. Warranty and Claims Department DEMILEC(USA) LLC 2925 Galleria Drive Arlington,TX 76011 Phone: (817)640-4900 Toll Free: (877) 336-4532 T T Fax:(817)633-2000 DEMILEC E-mail:info@sealection500.com (USA) LLC. Web site:www.Dem ilec USA.com ICC EVALUATION SERVICE Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-1172 Reissued February 1, 2011 This report is subject to re-examination in two years. www.icc-es.org 1 (800)423-6587 1 (5 2)699-0543 A Subsidiary of the International Code Council® DIVISION:07 00 00—THERMAL AND MOISTURE 3.0 DESCRIPTION PROTECTION 3.1 Materials: Section:07 21 00—Thermal Insulation SEALECTION® 500 spray-applied foam insulation is REPORT HOLDER: semirigid, low-density, polyurethane foam plastic that is installed as a component of floor/ceiling and wall DEMILEC USA LLC assemblies. The insulation is a two-component spray foam 2925 GALLERIA DRIVE plastic with a nominal in-place density of 0.5 pcf(8 kg/m3). ARLINGTON,TEXAS 76011 The insulation is produced in the field by combining a (817)640-4900 polymeric isocyanate (A500 component) with a polymeric www.demilecusa.com resin (6500 component). The insulation liquid components info(Mdemilecusa.com are supplied in 55-gallon (208 L) drums and/or 250-gallon (946 L)totes and must be stored at temperatures between EVALUATION SUBJECT: 40°F (4.5°C) and 100°F (380C). The liquid components have a shelf life of one year when stored in factory-sealed SEALECTION® 500 SPRAY-APPLIED POLYURETHANE containers at these temperatures. FOAM INSULATION 3.2 Surface-burning Characteristics: 1.0 EVALUATION SCOPE The insulation, at a maximum thickness of 6inches (152 mm)and a nominal density of 0.5 pcf(8 kg/m3), has a Compliance with the following codes: flame-spread index of 25 or less and a smoke-developed ■ 2009 International Building Code®(IBC) index of 450 or less when tested in accordance with ASTM ■ 2009 International Residential Code®(IRC E 84. Greater thicknesses are recognized as described in Sections 4.3 and 4.4. ■ 2009 International Energy Conservation Co' e®(IECC) 3.3 Thermal Resistance,R-values: ■ Other Codes(see Section 8.0) The insulation has thermal resistance (R-value) at a mean Properties evaluated: temperature of 75°F(24°C)as shown in Table 1. ■ Surface-burning characteristics 3.4 Air Perm®ability: SEALECTION 500 spray-applied polyurethane foam ■ Physical properties insulation, at a minimum thickness of 3.5 inches (89 mm), ■ Thermal resistance is considered air-impermeable insulation in accordance with Section R806.4 of the IRC, based on testing in ■ Attic and crawl space installation accordance with ASTM E 283 and ASTM E 2178. ■ Air permeability 3.5 BlazelokTM I134 Intumescent Coating: ■ Fire-resistance-rated constructionTM 164 intumescent coating, manufactured by ■ Exterior walls in Type I through IV construct;;ion TPR2 Corporation, is a one-component, water-based liquid coating with specific gravity of 1.3. BlazelokhI134 is 2.0 USES supplied in 5-gallon (19 L) pails and/or 55-gallon (208 L) drums and has a shelf life of one year when stored in SEALECTION® 500 spray-applied polyurethane foam factory-sealed containers at temperatures between 45°F insulation is used as a nonstructural thermal insulating (71C)and 90°F(321C). material in Type I, ll, 111, IV and Type V construction under the IBC and in dwellings under the IRC. The l insulation is 3.6 BlazelokTM TB Intumescent Coating: for use in wall cavities, floor/ceiling assemblies, or attics Blazelok TM TB intumescent coating, manufactured by TPR 2 and crawl spaces when installed in accordance with Corporation, is a one-component, water-based liquid Section 4.0. Under the IRC, the insulation may be used as coating with specific gravity of 1.3. BlazelokTm TB is air-impermeable insulation when installed in accordance supplied in 5-gallon (19 L) pails and/or 55-gallon (208 L) with Section 3.4. The insulation may be usein nonload- drums and has a shelf life of one year when stored in bearing, fire-resistance-rated walls when con truction is in factory-sealed containers at temperatures between 45°F accordance with Section 4.5. (7°C)and 90°F(320C). 1CGES Evaluation Reports are not to be construed as representingesthetics or any other attributes not specifically addressed,nor arc they to be construed MM as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by/CC Evaluation Senuce,LLC express or implied,as to any finding or other matter in this report,or as to any product co Bred by the report. L"'ooef°'iw Copyright®2011 Page 1 of 4 ZSR-1172 I Most Widely Accepted and Trusted Page 2 of 4 3.7 Andek Firegard Intumescent Coating: 3.6. The intumescent coating must be spray-applied Andek Firegard intumescent coating, manufactured by over the insulation in accordance with the coating Andek Corporation, is a one-component, water-based manufacturer's instructions and this report at a rate of coating with specific gravity of 1.37. Andek) Firegard is 1 gallon (3.38 L) per 82 square feet(7.6 ss to obtain the supplied in 5-gallon (19 L) pails and has a sh If life of one recommended minimum dry film thickness noted in this section. year when stored in factory-sealed containers at temperatures between 45°F(7°C)and 90°F (3 °C). 4.4 Attics and Crawl Spaces: 3.8 No-Burn®Plus XD Intumescent Coatin 4.4.1 Application with a Prescriptive Ignition Barrier: No-Burn ® Plus XD intumescent coating, man factured by When SEALECTION® 500 spray foam insulation is No-Burn, Inc., is a translucent aqueous liqu d in 1- and installed within attics or crawl spaces where entry is made only for service of utilities, an ignition barrier must be 5-gallon (3.8 and 18.8 L) pails and 55-ga'lon (208 L) drums. The coating has a shelf life of three),years when installed in accordance with IBC Section 2603.4.1.6 or IRC stored in a factory-sealed container at temperatures Section R316.5.3 or R316.5.4, as applicable. The ignition between 40°F(4.5°C)and 90°F(320C). barrier must be'consistent with the requirements for the type of construction required by the applicable code, and 4.0 INSTALLATION must be installed in a manner so the foam plastic 4.1 General: insulation is not exposed. SEALECTION® 500 spray- SEALECTION®500 spray-applied foam insulation must be applied foam insulation as described in this section may be installed in accordance with the manufacture 's published installed in unvented attics in accordance with IRC Section installation instructions and this report. AI'copy of the R806.4. manufacturer's published installation instructions must be 4.4.2 Application without a Prescriptive Ignition available at all times on the jobsite during instllation. Barrier: 4.2 Application: 4.4.2.1 General: SEALECTION®500 spray-applied foam The SEALECTION® 500 insulation is spray-a plied on the insulation may be installed in attics and crawl spaces, jobsite using a volumetric positive displacement pump as without a prescriptive ignition barrier as described in IBC identified in the Demilec application manual. he insulation Section 2603.4.1.6 and IRC Sections R316.5.3 and must be applied when the ambient temperature is greater R316.5.4, in accordance with Section 4.4.2.2, 4.4.2.3, than 23°F (-50C). The insulation must not be Used in areas 4.4.2.4, or 4.4.2.5, when all of the following conditions that have a maximum in-service temperature 1,greater than apply. 180°F (82°C). The foam plastic must notbe used in a. Entry to the attic or crawl space is only to service electrical outlet or junction boxes or in conta t with water, utilities, and no storage is permitted. rain or soil. The foam plastic must not be spayed onto a substrate that is wet, or covered with frost or ice, loose b. There are no interconnected attic or crawl space areas. scales, rust, oil, or grease. The insulation must be c. Air in the attic or crawl space is not circulated to other protected from the weather during and afte application. parts of the building. The insulation may be applied to the maximum thickness in d. Under-floor (crawl space) ventilation is provided when a single pass. Where insulation is used as an air- required by IBC Section 1203.3 or IRC Section R408.1, impermeable insulation, such as in unvented attic as applicable. assemblies under IRC Section R806.4, the insulation must be installed at a minimum thickness of 3.5 inces(89 mm). e. Attic ventilation is provided when required by IBC 4.3 Thermal Barrier: Section 1203.2 or IRC Section R806, except when air- impermeable insulation is permitted in unvented attics in 4.3.1 Application with a Prescriptive Thermal Barrier: accordance with Section R806.4 of the IRC. SEALECTION® 500 spray foam insulation must be separated from the interior of the building by an approved f. Combustion air is provided in accordance with IMC (International Mechanical Code®)Section 701. thermal barrier of /2-inch-thick (12.7 m) gypsum wallboard or an equivalent 15-minute thermal barrier 4.4.2.2 Application with BlazelokT"" I134 Intumescent complying with, and installed in accordance with, IBC Coating: In attics, SEALECTION® 500 foam insulation Section 2603.4 or IRC Section R316.4, as applicable, may be spray-applied to the underside of the roof except where insulation is in an attic or crawl space as sheathing and/or rafters; and in crawl spaces, the described in Section 4.4. Thicknesses of up to 91/4 inches insulation may be spray-applied to the underside of wood (235 mm) for wall cavities and 14 inches ( 56 mm) for floors as described in this section. The thickness of the floor/ceiling cavities are recognized, based on room corner foam plastic applied to the underside of the top of the fire testing in accordance with NFPA 286. i space must not exceed 111/2 inches (292 mm) and the 4.3.2 Application without a Thermal 'or Ignition vertical surfaces must not exceed 91/2 inches (241 mm). Barrier: The prescriptive 15-minute thermal barrier or The foam plastid surface must be covered with a minimum ignition barrier may be omitted when installation is in nominal thickness of 5�dry mils(0.13 mm)[9 wet mils(0.23 ® mm)] of the Blazelok 164 intumescent coating described accordance with this section.TM TB into IO 500 spray in Section 3.5. The intumescent coating must be spray- foam insulation and Blazelok TB intume cent coating may be spray-applied to the interior facing of walls, the applied over the insulation in accordance with the coating manufacturer's instructions and this report at a rate of underside of roof sheathing or roof rafters, land in crawl 2 spaces, and may be left exposed as an interior finish 1 gallon (3.38 L) per 175 square feet (16.3 m ) to obtain without a prescribed 15-minute thermal barrier or ignition the recommended minimum dry film thickness noted in this barrier. The foam plastic insulation thickness must section. not exceed 51/2 inches (140 mm) in walls and 10 inches 4.4.2.3 Application with Andek Firegard Intumescent (254 mm) in floors or ceilings. All foam surf ces must be Coating: In attics, SEALECTION 500 foam insulation covered with 14 dry mils(0.36 mm)[25 wet mils(0.64 mm)] may be spray-applied to the underside of the roof of BlazelokTM'TB intumescent coating, described in Section sheathing and/or rafters and in crawl spaces. The -ESR-1172 I Most Widely Accepted and Trusted: Page 3 of 4 insulation may be spray-applied to the underside of wood 4.6 Exterior Walls of Type I,ll,III and IV Construction: floors as described in this section. The thickness of the When used on exterior walls of Type I, II, III and IV foam plastic applied to the underside of the top of the construction, the SEALECTION®500 foam insulation must space must not exceed 111/2 inches (292 mm) and the comply with Section 2603.5 of the IBC at a maximum vertical surfaces must not exceed 91/2 inches (241 mm). thickness of 35/8 inches (92 mm), when installed per the The foam plastic surface must be covered with a minimum manufacturer's published installation instructions and this nominal thickness of 10 dry mils (0.25 mm) '[20 wet mils section. The potential heat of Demilec SEALECTION®500 (0.51 mm)] of the Andek Firegard intumes ent coating spray polyurethane foam insulation is 496 Btu/ft2 described in Section 3.7. The intumescent coating must be (5.6 MJ/m2) per inch of thickness when tested in spray-applied over the insulation in accordance with the accordance with NFPA 259. coating manufacturer's instructions and this re Dort at a rate of 1 gallon (3.38 L) per 100 square feet (9.3 in 2) to obtain 4.6.1 Nonload-bearing NFPA 285-tested Wall the recommended minimum dry film thickness',noted in this Assembly: section. 4.6.1.1 Interior Face: One layer of 5/8-inch-thick ® (16 mm), Type X gypsum wallboard complying with ASTM 4.4.2.4 Application with No-Burn Plus XD Intumescent Coating: In attics, SEALECTIO 500 foam C 36 or ASTM C 1396 is installed with the long dimension insulation may be spray-applied to the underside of the perpendicular to 35/8-inch-deep (92 mm), 20 gage steel roof sheathing and/or rafters and in crawl paces. The studs spaced a maximum of 24 inches (609 mm) on insulation may be spray-applied to the undemide of wood center. The wallboard is attached with 11/4-inch-long floors as described in this section. The thickness of the (31.8 mm), bugle head screws located 8 inches (203 mm) foam plastic applied to the underside of thl top of the on center along the perimeter and 12 inches on center space must not exceed 11 /2 inches (292 mm), and the (305 mm) in the field of the wallboard. Wallboard joints must be taped and treated with joint compound in application to vertical surfaces must not exceed 91/2 inches accordance with ASTM C 840 or GA-216. Fastener heads (241 mm). The foam plastic surfaces must be covered with must also be treated with joint compound in accordance a minimum nominal thickness of 6 dry mils®(0.15 mm) with ASTM C 840 or GA-216. [10 wet mils (0.25 mm)] of the No-BurPlus XD intumescent coating described in Sectio h 3.8. The 4.6.1.2 Stud Cavity: SEALECTION® 500 foam intumescent coating must be spray-applied over the insulation, in a maximum thickness of 35/8 inches (92 mm), insulation in accordance with the coating manufacturer's is spray-applied in all stud cavities. instructions and this report, at a rate of 1 gallon (3.38 L) 4.6.1.3 Exterior Face: One layer of 5/8-inch-thick per 160 square feet (14.9 m) to obtain the recommended (16 mm�GP DensGlassa sheathing attached to steel studs minimum dry film thickness noted in this section. using 1 /4-inch-long (31.8 mm), self-tapping screws spaced 4.4.2.5 Use on Attic Floors: SEALECTIO ®500 spray- 8 inches (203 mm) on center along the perimeter and applied foam insulation may be installed at a maximum 12 inches on center(305 mm) in the field of the sheathing. thickness of 91/2 inches (241 mm) between and over the Details of the exterior wall covering must be provided by joists in attic floors.All exposed foam plastic surfaces must the report holder, designer or specifier to the code official, be covered with a minimum nominal thickness:of 9 wet mils with a fire engineering analysis demonstrating that the (0.23 mm)] of the BlazelokTM I134 intumescent coating; 20 addition of the wall covering will not negatively affect wet mils (0.51 mm) of the Andek Firegard intumescent conformance of the assembly with the requirements of IBC coating; or 10 wet mils (0.25 mm) of No-Burn® Plus XD Section 2603.5. intumescent coatings as described in thisl report. The 5.0 CONDITIONS OF USE intumescent coatings must be applied over the insulation in accordance with the coating manufacturer' instructions SEALECTION 500 spray foam insulation described in this and this report. report complies with, or is a suitable alternative to what is specified in,those codes listed in Section 1.0 of this report, 4.5 One-hour Fire-resistance-rated Wall Assemblies subject to the following conditions: (Nonload-bearing): 5.1 The products must be installed in accordance with the SEALECTION® 500 foam insulation may be used as a manufacturer's published installations instructions, component of a one-hour fire-resistance-rated, nonload- this evaluation report and the applicable code. If there bearing wall assembly as described in this section (Section are any conflicts between the manufacturer's 4.5). published installation instructions and this report, this 4.5.1 Interior and Exterior Face: One layer of 5/e-inch- report governs. thick (16 mm), Type X gypsum wallboard complying with 5.2 The insulation must be separated from the interior of ASTM C 36 or ASTM C 1396 is installed on thio interior and the building by an approved 15-minute thermal exterior side of nominally 2-by-6, No. 1, Southern yellow barrier, except when installation is as described in pine wood studs spaced 16 inches (406 mm) on center. Sections 4.3.2 or 4.4.1 through 4.4.2.5. The wallboard is attached with 15/a-inch-lohg (41 mm), 5.3 The insulation must not exceed the thicknesses noted coarse-thread drywall screws located 8 inches (203 mm) in Sections 3.2,4.2,4.3,4.4,4.5, and 4.6. on center along the perimeter and 12 inches on center (305 mm) in the field of the wallboard. Wallboard joints 5.4 The insulation must be protected from exposure to must be taped and treated with joint compound in weather during and after application. accordance with ASTM C 840 or GA-216. Fastener heads 5.5 The insulation must be applied by contractors certified must also be treated with joint compound in accordance by Demilec USA LLC. with ASTM C 840 or GA-216. 5.6 Use of the insulation in areas where the probability of 4.5.2 Stud Cavity: A nominally 51/2-inc (140 mm) termite infestation is "very heavy" must be in thickness of SEALECTION® 500 foam insula I tion is spray- accordance with IRC Section R318.4 or IBC Section applied in all stud cavities. 2603.8, as applicable. -ESR-1172 1 Most Widely Accepted and Trusted! Page 4 of 4 5.7 When use is on exterior walls of buildings',of Type I, ll, 8.0 OTHER CODES III, and IV, construction must be as described in 8.1 Evaluation Scope: Section 4.6. In addition to the codes referenced in Section 1.0, the 5.8 See Section 4.5 for the fire-resistance-rated wall products recognized in this report have also been assemblies. ievaluated in accordance with the following codes: 5.9 Jobsite certification and labeling of the insulation must ■ 2006 International Building Code®(2006 IBC) comply with IRC Sections N1101.4 and N1101.4.1 ■ 2006 International Residential Code®(2006 IRC) and IECC Sections 102.1.1 and 1 p2.2.11, as applicable. ■ 2006 International Energy Conservation Code® (2006 5.10 The insulation is produced in Arlington, texas, under IECC) a quality control program with inspection's by Intertek ■ 2003 International Building Code®(2003 IBC) Testing Services NA, Inc. (AA-647). ■ 2003 International Residential Code®(2003 IRC) 6.0 EVIDENCE SUBMITTED ■ 2003 International Energy Conservation Code® (2003 6.1 Data in accordance with the ICC-ES Acceptance IECC) Criteria for Spray-applied Foam Plastic Insulation 8.2 Uses: (AC377), dated October 2010, including reports of The products comply with the above-mentioned codes as tests in accordance with Appendix X. I described in Sections 2.0 through 7.0 of this report except 6.2 Reports of fire propagation characteristics tests in as noted below: accordance with NFPA 285. ■ Application with a Prescriptive Thermal Barrier: See 6.3 Reports of air leakage testing in accordance with Section 4.3.1, except the approved thermal barrier must ASTM E 283. be installed in accordance with Section R314.4 of the 6.4 Reports of air permeance tests in acc rdance with 2006 IRC or Section R314.1.12 of the 2003 IRC. ASTM E 2178. ■ Application with a Prescriptive Ignition Barrier: See 6.5 Reports of room corner tests in accordance with Section 4.4.1, except attics must be vented in accordance with Section 1203.2 of the 2006 and 2003 NFPA 286. IBC or Section R806 of the 2003 IRC, and crawl space 6.6 Reports of tests in accordance with ASTM E 119, ventilation must be in accordance with IBC Section 6.7 Reports of potential heat tests in accordance with 1203.3 of the 2006 and 2003 IBC or IRC Section R408, NFPA 259. as applicable, Additionally, an ignition barrier must be installed in accordance with Sections R314.5.3 or 7.0 IDENTIFICATION R314.5.3 of the 2006 IRC or Section R314.2.3 of the Components of the spray foam insulation are identified with 2003 IRC, as applicable. the manufacturer's name(Demilec USA LLC),,address and ■ Application Without a Prescriptive Ignition Barrier: telephone number; the product name (SEiALECTION® See Section'4.4.2, except attics must be vented in A500 or SEALECTION B500); use instructions; the accordance with Section 1203.2 of the 2006 and 2003 density; the flame-spread and smoke-devel ped indices; IBC or Section R806 of the IRC, and crawl space the date of manufacture; thermal resistanc values; the ventilation must be in accordance with Section 1203.3 of evaluation report number(ESR-1172); and th name of the the 2006 and 2003 IBC or IRC Section R408, as inspection agency(Intertek Testing Services NIA). applicable. Each pail of the BlazelokTM 164 and the QlazelokTA° TB ■ Protection Against Termites: See Section 5.6, except intumescent coating is labeled with the manufacturer's use of the insulation in areas where the probability of name (TPRZ Corporation), the product name, and use termite infestation is "very heavy" must be in instructions. Each pail of Andek Corporati ns Firegard accordance with Section R320.5 of the 2006 IRC or intumescent coating is labeled with the manufacturers Section R320.4 of the 2003 IRC. name (Andek Corporation) and address, the roduct trade ■ Jobsite Certification and Labeling: See Section 5.9, name,and use instructions. except jobsite certification and labeling must comply No-Burn® Plus XD intumescent coating is identified with with Sections 102.1.1 and 102.1.11, as applicable, of the manufacturer's name (No-Burn, Inc) andl address, the the 2006 IECC. product trade name, and use instructions. TABLE i1-THERMAL RESISTANCE(R-VALUES) THICKNESS(inches) R-VALUE(°F.ft2.h/Btu) 1 3.8 3.5 13 4 15 5.5 21 7 27 9.5 36 10 38 11.5 43.7 14 52.5 For SI:1 inch=25.4 mm; 1 °F.ft2.h/Btu=0.176 110' .m2/w. 'R-values are calculated based on tested K-values at!i 1-and 4-inch thicknesses. amu. r. 1i LU yCc V s �; PC Z � LCA H cox w LUw14 W ! i � Install d Insulation Statement Location of Insulation Thickness Total R-value Approximate Sq. Ft. Walls x 3.81 = _ `3 �Z�O Attic-Floor Roof Deck (circle one) ��—x 3.81 — Cathedral Ceiling x 3.81 = x 3.81 = x 3.81 = R-value= 3.81 per inch Tensile'!Strength= 5.6 psi Density = 0.45 -0.50 ib/ft3 Compressive Strength= 0.7 psi Demilec Batch# Evaluations: ICC-ES ESR 1172 Andek Batch# (if applicable) 3 q O� Phone Number r ompany NName Appli or ature Applicator Name