The URL can be used to link to this page

Permit 1928 Francis Ave N S! `I CITY OF ATLANTIC BEACH t 800 SEVHNOLE ROAD "> ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 X131>'' Application Number . . . . . 06-00034081 Date 10/16/06 Property Address . . . . . . 1928 FRANCIS AVE Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ------- ------------------ ---------------------------------------- -- --------- Application desc 1CU 1AHU ---- ---- ----------------------------------------------------------- --------- Owner Contractor ------------------------ HUXHAM HEATING & AIR 2101 FLORIDA BLVD. NEPTUNE BEACH FL 32266 (904) 246-6721 ------------------------------------------------------------------ --------- Permit MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/14/07 ------------------------------------------------------------------ - -------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ;t Arf r% CITY OIC' ATLANTIC BEACH MECHANICAL PERMIT APPLICATION UJi 9`, Property Address: _- Owner: f74� i�CJfr I'clepltouc ff: - - --_-__ Contractor: 1'cicl►Ilouc ff:� /�✓`�� ax ff: ��y� 7) Contractor Address: F �� '�7--�i'zL -- Z�� - 03--- - In cunsidcranon urpermit given lot dmug the work as described is the above statement,we hemby agree to Imi-oun said rsulk in acuadamx with(hc allachcd plans and spccificalions which arc a pact hcreofand in accurdaucc wilh the Cily ufAtlautic Ilcach uidmauces and standanfs of �Loud ractice fisted dll'rClll _-------- ..... ----.--_-_ Typc of Ileating Fust: Ifolilcr construction is being done on this huildifw or site, list the building permit nurnbcr: C� GlcUric ❑ Gas: 1_I' Natural I-Central Utility ❑ Oil _ C>>-- -- _❑ nlher-S peen,' MEC1iANICAL EQUIPMENT"1.O HE' INSTALLED NATUI(E OF 1VORK CSI''l scat —Space _Recessed -'Central _Floor dr'' Residential UP"Air Conditioning: _ Kouni OACentral d�'�Duct System: Material P4-/ _Thickness- U Commercial Maximum capacity— Oey clip J New building ❑ Refrigeration ❑ Cooling"Power: Capacity_____ bpil3 U Existing Building ❑ Fire Sprinklers: Number of l leads _ ❑ Elevator: __ Manlilt_—Lscalator (Number) U Replacement of'I:xistiltf;System C1Gasoline Pumps (Number) ❑ Tanks (Number) New Installation ❑ LPG Containers (Number) (No systurt previously i,lstallc(l) ❑ Unfired Pressure Vessel lJ Exlension or Aid-on lu Existing System Cl Boilers ❑ Gas Piping U Other-Spccily ❑ Other-Spccify LIST ALL EQUIPMENT Y Alit CONDITIONING,REFRIGERATION EQUIPMENT&.CONDENSOR'S Approviut; Nurttlx:r Units Description Mudcl 11 Manutactulcr Tun's Agency ! ►'v�H3 a30 HEATING—FURNACES,I301LERS,FIREPLACES&Alit HANDLER'S Approving Number Units Description Model N Manuf4cturer 13'1'U,S Agcncy TAINKS Nominal Capacity 'Type Liquid Scrial Appiuviug I lnw Many DiInCnSlons Conlaincd ManulacRacr No. — ------___------- ------------------ 8110 Seminole !toad• Atlantic Beach, Florida 32233-5,145 I'1onr- (904) 147-5800 • Far: (904) 747-5845 . 11110/www ri-atl:utiit-ht arh Il us lS f, J�3 City of Atlantic Beach Building Department Certificate Of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: January 18, 2007 Owner: Beaches Habitat Address: 1928 Francis Ave., Atlantic Beach, Fl 32233 Construction Type: Wood Frame Use Classification: Duplex/Residence Permit Number: 06-33557 DAVID HUFST LER BUILDING OFFICIAL PERMIT WORKSHEET Certificate of Occupancy Job Address: Type Work: Property Owner: BPhone #ch�s f�8/ �r Contractor: Phone # Permit#: r 3.�S Date Issued: 9 Tree Permit# Foundation Permit# Demolition Permit# BUILDING ELECTRIC # (] MECHANICAL # PLUMBING # Tem .Power# Footing JEA Release Date Temp. Power Slab Letter Rec'd. Underslab Tie Beam Temp Pole# Lintel JEA Release Gas Piping Date Nailing/ Water/ Sheathing Sewer Rough/ Framing Rough Rough Top out Insulation JEA Release Date Building Electric Mechanical Plumbing Final Final Final Final JEA Release Date Drainage Inspection: Pool Permit# �l Inspections: Steel Final Elec./Grounding Final Roofing Permit# Inspect: Nailing/Sheathing Final Fire Inspection: Failed Inspections: Date Paid: �! Building, Planning & Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Contractor Name: �ftC�i�5 TAT Permit Property Address: Legal Description: �l � 334 -7-278 Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: _ Single-Family Residence ❑ Commercial Other: Lowest Floor Elevation: - Required As Built The following must be completed before issuing Certificate of Occupancy.- Department ccupancy:Department Date Notified Date Approved Approved By Fire-Dept, Public Works j L _ ,� -7 '1 b v 7 dip Planning Dept. Building Dept. Final Survey with FFE [� Yes ❑ No All Re-Inspect Fees Paid L"I Yes 0 No Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: /• /4 . 01 Contractor Name: 0-Gk," f"'T*T' Permit #: 3,3551 Property Address: /9� a �/!k�►CiS �� Legal Description: Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: Single-Family Residence Commercial Other: Lowest Floor Elevation: Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By F1� Pt' t�'li 1. /! . 0 Public Works _ _ u -7 _ _b Planning Dept. Building Dept. Final Survey with FFE es ❑ No All Re-Inspect Fees Paid Yes ❑ No Graham Shirley From: Graham Shirley Sent: Thursday, January 11, 2007 4:53 PM To: Kaluzniak, Donna; Carper, Rick; Nodine, Phil; Walker, Chris; Deming, James Cc: Lanier, Joyce; Matthews, Carlene Subject: FINAL CO INSPECTION 1.16.07 Paul w/Bches Habitat has requested a final co inspection Tues 1.16.07 for 1928 and 1930 Francis Ave permit#06 33557 and 06 33558. Paul can be reached at 334 2278 Shirley 1 'AMNOfl ..ri 3 5(Al+"°'s.LIE 3411AtCH, 3 `' �t _ _ —Aca-I a lift r;. 159 19TH ST, - JACKSONIVUE BEACH, Ft 32250 - (9,04) 242-9002 ^11IIISIM'Ilon at(1,1w'I'matment ASA . am——V,')'OT-7:stroymOrgankm Treated Pur,tmit to Chtpt,,, 4,S2,Floe,H Stamtes.42.22fi(6),this notice is required to be pIcii.,An-, who pc,.'6)vno-i.;,)ntrol of any wood-destrqying ktrganisni shall fw"it!�:'0 <.I m", tlncm arimcdiately and adjacent to the access to the attic or arou or J2e-rea&ly acct ii"Je arra of the property treated, Lw,, t rohlbhi z removal tif this label Ixecpt bv properr', f wrier. ,Have Your Horne Protected 11v(-.reenfro,l Services! Guaranteed'Fermite Protection! (904) 242-9002 CO (800)575-3764 CD *WWM O C- to0 U) ty (D M 0 ss in M C131 C J Co N C" CD ......... .......................... t. a TION7iOO €ta(Yy�'f1pfRY t f S 4Ya tYi dXP" 159 19TH ST. ACKSONVILLE UEACK Ft 32250 ' (tel 1424W2 cat ent AL A i'€tx'£€aritkt5 t- .,1}, cr n`.,€.lu PoSTtiai M; z£{t, % ,odl-dit troyjtig o-rt;uttisr�sfzaii P"St s,oucU t beat n-;Pt ori-.r._tS,at,.' is.i to the access to the attic or � .-.+� .,reit::or Ethe pt.=_its'tr .aed, State law prcabibit:s rest o ., #tai label cdi except bv pr€>,per'l,: o ner. v� ,air if oteed T€rmi". Protection! � (= 04) 242.9+3 `° w w a crs m iZ o�t=� �SS CITY OF ATLANTIC BEACH ~' =� 800 SE1VIINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 ��Js31>r Application Number . . . . . 06-00033830 Date 8/30/06 Property Address . . . . 1928 FRANCIS AVE Application type description ELECTRIC ONLY Property Zoning . . . . . TO BE UPDATED Application valuati n . . . . 0 ------------------------ --------------------------------------------------- Application desc NEW SERVICE ------------------------ --------------------------------------------------- Owner Contractor ---------------- ------------------------ BEACHES HABITAT BROOKS & LIMBAUGH ELECTRIC CO 42 WEST 8TH STREET ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-9051 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 95 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/26/07 ------------------------7--------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- 1 -------- ---------- ---------- ---------- Permit Fee Total 1 95 . 00 95 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 95 . 00 95 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLAN'T'IC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ` CITY OF ATLANTIC BEACH - = ELECTRICAL PERMIT APPLICATION = Date: 713,1 /v Property Address: 1 al 2� Frc ®weer: �is.��3 Telephone-4: Z- Contractor: Telephone Contractor Address: �Z ' 7' Fax#: Contractor Signature , In consideration of permit given for doin e wor as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and spe ifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. I Building: Building Type: ❑ Trailer Service: If other construction is New 1�- Residence ❑ Temp. New being done on this building Or site,list the building ❑ Old ❑ Commercial ❑ Signs ❑ Increase pe'r it number: ❑ Re-wire ❑ Addition Sq. Ft. ❑ Repair Conductor Size: AMPS: ..S-V COPPER ALUMINUM Switch or ) RACE Breaker AMPS /�O PH / W VOLT WAY Existing Service RACE Size AMPS PH W VOLT WAY Meter Number Feeders: 1N0- SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN —Receptacles CONCEALED OPEN Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air AMP.MOTOR .RATING H.P. RATING CEILING KW-HEAT Conditioning OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Trans, . Ea._Sign Miscellaneous 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • Revised 1/04 CITY OF ATLANTIC BEACH =� sr 800 SEMINOLE ROAD J _ ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033831 Date 8/30/06 Property Address . . . . . . 1928 FRANCIS AVE Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc INSTALL 13 FIXTURES ---------------------------------------------------------------------------- I Owner Contractor -------------------- ---- ------------------------ BEACHES HABITAT ADVANTAGE PLUMBING GREG GAUSE INC ATLANTIC BEACH FL 32233 632 2ND AVENUE NORTH JAX BEACH FL 32240 (904) 247-9848 ----------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . ! Permit Fee . . . 126 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/26/07 --------------------------- ------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 126 . 00 126 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 126 . 00 126 . 00 . 00 . 00 f PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. rS' 1,`J1f\ F XSVS CITY OF ATLANTIC BEACH �- PLUMBING PERMIT APPLICATION Date: 7 23, fF Property Address: Z Rr l �� ' Owner: cv1 c, ,7- Telephone#: Contractor: {—}�—N A -Innl3 (t�t_4�__ Telephone 4: : Contractor Address: L ,� C (`� 1 Fax #: In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: / If other construction is being done on this building or site, tz( New list the building permit number: ❑ Re-Pipe Number of Fixtures: 2 Bath Tubs Showers Z Closets Shower Pans I Dishwashers Z Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer t Water Heaters Other Fees Permit Issuing Fee: 535.00 I Total Fixtures: X 57.00 + $35.00 = J 2 �' oc" I 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 . http://www.ci.atlantic-beach.ft.us RPViQPd imn CITY OF ATLANTIC EIMCIlvoE ACH 800 Roan ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033826 Date 8/30/06 Property Address . . . . . . 1928 FRANCIS AVE Application type description FOUNDATION ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc FOUNDATION ONLY ------------------------ ------------ ---------------------------------------- Owner Contractor ------------------------ ------------------------ BEACHES HABITAT ! BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-1222 ---------------------------------------------------------------------------- Permit . . . . . . FOUNDATION ONLY Additional desc . . Permit Fee . . . . 100 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/30/06 -------------------------- -------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 100 . 00 100 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 100 . 00 100 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. sSS CITY OF ATLANTIC BEACH S 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033557 Date 9/28/06 Property Address . . . . . . 1928 FRANCIS AVE Tenant nbr, name . . . . . . NEW DUPLEX Application type description TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 80000 Owner Contractor -------------------- ---- ------------------------ BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 (9 04) 241-1222 -------------------- ----------------------------- ---- ----------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 280 . 00 Plan Check Fee 140 . 00 Issue Date . . . . 9/27/06 Valuation . . . . 80000 Expiration Date . . 3/26/07 ------------------- --- ------------------------------- ----------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE . 33 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 6 .46 AB CONSTRUCTION SURCHARGE . 71 STATE RADON SURCHARGE 6 .40 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 400 . 00 WATER CONNECT/TAP & METER 525 . 00 WATER CROSS CONNECTION 35 . 00 --------------------- ------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 280 . 00 280 . 00 . 00 . 00 Plan Check Total 140 . 00 140 . 00 . 00 . 00 Other Fee Total 2548 . 90 2548 . 90 . 00 . 00 Grand Total 2968 . 90 2968 . 90 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. i�1rJrJJ, CITY OF ATLANTIC BEACH 71, t� s PLAN REVIEW SHEET S.Makowski t.. ;.'• ,. Building Department Public Works&Public Utilities Departments �J;3S�f 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5834 Aa'k (904)247-5845 Fax (904)247-5843 Fax Public Safety PLAN REVIEW COMMENTS Permit Application# do-'��57 Property Address: Z CA(5 f r on o ,�5- 3 y oto Applicant: l Project: This permit application has been: Approved as noted by the Department. Final application approval must come from the Building Department. Reviewed and the following items need attention: Erosion control required for all four sides. Cannot leave entire street frontage unprotected. Provide driveway measurements (18 ' planned -- exceeds llowable for condo/duplex) . .Provide construction site management plans. Provide on-site storage calculations and documentation that proposed volume meets requirements. A<_,Drainage plan does not show flow paths . Please re-submit yoUr apphcation when these items have been completed. Reviewed By: Date: �/3/a Date Contractor Notified: fO�SY 1- r Vis` ' CITY OF ATLANTIC BEACH `' PLAN REVIEW SHEET �~ S.Makowski c Building Department Public Works&Public Utilities Departments J,31 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5834 Kaluzniak (904)247-5845 Fax (904)247-5843 Fax Public Safety PLAN REVIEW COMMENTS Permit Application#aLL��57 Property Address: 170 8 F r o f j -n�, a w n ti c) Applicant: �1,a t,� a,t)) Project: Lf u) 7DIj 0 This permit application has been: Approved as noted by the Department. Final application approval must comQ from the Building Department. ❑ Reviewed and the following items need attention: Please re-submit your application when these items have been completed. YY) Reviewed By: Date: 7 Date Contractor Notified: BROOKS 1-RT SERIES 6" WIDE X 6" THK. BOX WITH C.I. COVER CONC. COLLAR SLOPE LABELED "SEWER' 4-SIDES FINISHED GRADE 1-14 CONT. STD. CLEANOUT COVER W/ THREADED PLUG 1' CONCRETE 6'X6' WYE BRANCH ` 6" P.V.C. 45 DEG. EL 45' 6' P.V.C. P.V.C. STOPPER A IVITARY SEWER CLEANOUT DETAIL "'nT TO SCALE USE LONG RADIUS 45' BENDS CONSTRUCT STANDARD 3 u CLEAN—OUT �? 1 SANITARY SEWER NOTE: FOR DOUBLE WYE, USE NECESSARY FITTINGS i MAIN AND BENDS TO ALIGN WITH EXIST. LATERALS. O i i j 30 deg. j L.R. BEND 2'! TYP. --- — -- - — ---- -- --- -----,. -- ---- - ---- ---------- 1 —PF20PERTY — — — — — — — I � i LINE „ 2'! TYP. PIPE,ERVICE ALIGNED WITH INSTALL STANDARD PROPERTY LINE SEWER WYES i 45 deg W/6" PLUG AT END. O i WYE i DOUBLE WYE PLAN CONSTRUCT ! STANDARD 1 CLEAN—OUT 1 i i I ,9, 0- - d-, r CITY OF ATLANTIC BEACH REVIEW SHEET Makows Building Department Public Works&Public Utilities Departments J;i��f 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5834 !Pub Kaluzniak (904)247-5845 Fax (904)247-5843 Fax ic afety PLAN REVIEW COMMENTS Permit Application# Property Address: l q 5D -v�r a V6 -5- ta,4 t n u t. ) Applicant: Q l.i� Uabj+0-4— Project: This permit application has been: Approved as noted by the Department. Final application approval must comeyrom the Building Department. 0 Reviewed and the following items need attention: ar> 19� Please re-submit your application when these items have been completed. Reviewed By: Llt,, Date: 7/11/G Date Contractor Notified: J CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RESIDENCE AND DUPLEX CONSTRUCTION) Date: 7/20/06 Job Address: 1928-1930 Francis Ave(duplex) Owner of Property: Beaches Habitat Address: 1671 Francis Ave Atlantic Beach=FL 32233 Telephone: (904)241-1222 Legal Description: Block Number:Francis Ave Condos,Units 5&6 Lot Number:_Zoning District: Contractor: Beaches Habitat State License Number: Contractor's Address: 1671 Francis Ave. Atlantic Beach,FL 32233 Telephone: (904)241-1222 Fax: (904)241-4310 Describe proposed use and work to be done:construct residential duplex Present use of land or building(s): vacant land Valuation of proposed construction: $80,000.00 Is approval of Homeowner's Association or other private entity required?No If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? O SIO. Applicant certifies that no change in site grade or fill material will be used on this project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. 0 NO. Applicant certifies that no trees will be removed for this project. frT�YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. (See attached tree removal permit.) Procedure: In order to expedite issuance of permits,please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation,please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone: (904)247-5834. STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor, and four(4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233, Telephone:(904)247-5826. 800 Seminole Road—Atlantic Beach,Florida 32233-5445 Page 1 Telephone:(904)247-580—Fax::(904)247-5845—http://www.ci.atiantic-beach.fl.us Revised 1/14/03 In addition to construction and engineering detail,plans must contain the following information as appropriate for they type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations:include driveways,sidewalks,patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this application is correct. f Signature of owner: ///"'"�i�,. Date: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor "^-'"r�' T �r Date: Address and contact information of person to receive all correspondence regarding this application(please print). Name: Paul Finley Construction Manager Mailing Address: 1671 Francis Ave Atlantic Beach FL 32233 Telephone: (904)334-2278 Fax: (904)241-4310 E-Mail: AS TO OWNER: _6 Sworn to and subscribed before me this _ _ day of `J IA. &4 20 ? State of Florid Coun of Duval PATRICIA A.REEVES Notary's Signature: Notuy Pubic-Slab of Fiw* CWnlss1onExpwiary30.2010 now a g ply 557380 Produced identification -''%.S'„i�•'� ggWW By NO&M Noloy Aw Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this R day of ! ,20 State of Florida,County of Duval Notary's Signature: ;4_ PATRICIA A.REEVES t onallX known` Produced i i-ratification Nolety Pubic-Stele Fkxida Type of identification produced -.*4 CommW*n Expkes Msy 30,2010 Comm**ion E DD 557380 s%'orr .•. ••+,�,� Bonded By NMfot►al Notary Asan. 800 Seminole Road—Atlantic Beach,Florida 32233-5445 Telephone:(904)247-580—Fax::(904)247-5845—http://www.ci.atinatic-beach.fl.us Page 2 Revised 1/14/03 9 Beaches Habitat Habitat for Humanity of the Jacksonville Beaches, Inc. July 20, 2006 Ms Donna Kaluzniak Public Utilities Director City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Dear Ms Kaluzniak, I have submitted a building permit application for a duplex at 1928-1930 Francis Avenue. Beaches Habitat will not be installing a fire sprinkler in this structure. In addition, we will not be installing an irrigation system. Please give me a call (904-241-1222) if you require any additional information. Sincerely, )& Paul Finley Construction Manager P.O. Box 50939 • Jacksonville Beach, Florida 32240 • (904) 241-1222 t � s'�'s. + rte*:£`. ��, s a' X•,�� .� ��5:.� k��On,. F aF # s .�.'� :35'r fr w 2" ve r� �#� x � ;� # � �, ��x` E � F. s ,�',a,,vt �• 3 T i�: '''� xa+� �"�' #.c� *� •« k-¢�" err � �. � y� �+'.� �':��,v' ��. � �'�, n Y} # '{ 1 r s ry r i p W CITY OF ATLANTIC BEACH PLAN REVIEW SHEET t� „r S.Makowski Building Department Public Works&Public Utilities Departments �"Jf31�T 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5834 KKaluzniak (904)247-5845 Fax (904)247-5843 Fax Pubfic Safety PLAN REVIEW COMMENTS Permit Application# AD—'�5557 Property Address: j`2 p�t �` (�( o� a U er (t6 Applicant: u Q l e�5- 41h+0— Project: 6-� L0 7pl, 10 Ey This permit application has been: / Approved as noted by the �f'�!'_`y Department. Final application approval must come from the Building Department. Reviewed and the following items need attention: �E F2 T _ i iii Alt 470 TV fze nao IL44TEVe 4ND wo 7= s . f a� .tee wee Please re-submit your application when these items have been completed. Reviewed By Date: Date Contractor Notified: � P �`l� 543/p C) pis r CITY OF ATLANTIC BEACH s PLAN REVIEW SHEET tF'•" Building Department Public Works&Public U - - • 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach Florida 32233 Atlantic Beach,Florida 32A u (904)247-5800 (904)247-5834 • (904)247-5845 Fax (904)247-5843 Faxly PLAN REVIEW COMMENTS LLM5�Permit Application# Property Address: 7 f raft o -:�>' aye,r „ • Applicant: �LQI�� d` �'1 Ul. ` Ul."1 r i d6t�7'r"f) Project: n:f Lb J�� This permit application has been: ❑ Approved as noted by the Department. Final application approval must come from the Building Department. Reviewed and the following items need attention: S G c, vo ' iy i . Z • Z � /o O�✓ L G c. vl G e Nv A" WIN lease re-submit your application when these items have been completed. 6,/vt 11- v 6 / Reviewed By: Date: 8 Date Contractor Notified: A R&VIs r/ D ZZ d X� 6d. R 00 � 08/09/06 WED 08:12 FAX 9046416659 Looney Ricks Kiss 001 Looney Ricks Ki$s Archittts,Inc- 4540 Southside Bovlevard,Suite 502 Jacksonville,Rodda 32216 Telephone 904 6416649 Fox 904 6416659 AA 0003619 IB 0001324 Fay To Company kom �� Sub;eC+2f noel k ' G' Fax Luo• *� • Date e-cj ' �'LW Project � !i Project Number Numkter of Pages Incouding Cover Sheet pc 11/_x✓_ — 4"-Ovr V— N01k)UX1*C' v �-664 M 4/t&Vr,> 1�OV FJdV 1"11) 421MI&YO CSI I�i 1 ICD; 00$ - p( �PR (N( ( \1 U 4!::"!r • cG�,,�`1 -fi�-(� Gaps;' *kT O)I-- . '"tl NA N-Crr Vkt-1 P FO�2- FOAM w*aui," dUr- 6wbj�- HJ-D `�t'' ��Tom' � �� u s � c�tk- • Confldentio ntoflcet fih"K=oge Is Intended only for the Indlvldual or entity to wNch M is addrened.and mom contain inforrnollon that Is connr3entlat and p*40egea against cWosure under appfieable law.It the model of Mr.message 8 not the kvtendcd m*Ient,.br tho empbyee or event rosponsbie for dewrinp it to the Intended recipiant,you ars hereby notirmd that any dnsem}wtlon.dlttrbution or copying of this communlwtion Is strk:tly proniblled, If you have mceivad IM mmmvnlcallon in Oar.please Immedcft*nowt'us by wephonc and return the&vrwo mp tsoga to to ai the oddren above vis the US Postal service. Rank you. *�i - 9 �r Habitat for Humanity@ � g August 22, 2006 Mr. Stan Makowski Building Official City of Atlantic Beach 800 Seminole Rd. Atlantic Beach, FL 32233 Stan, Attached is the additional information you requested (August 91h fax) for the Building Permit application for 1928-1930 Francis Ave(permit application#06-33557). Attached are: 1. Revised architectural drawings—2 copies 2. Underwriters' Laboratories report on fire retardant paint— 1 copy 3. HVAC Drawing— 1 copy 4. Revised structural drawings—2 copies The above documents respond to the items in your fax as follows: A4. Item#2—see attached report from Underwriters' Laboratories. g page 1". I4ca�evrzrT�..��r am{i1tP(t 11 l�ra�z�inb Y a- `[� I — It — ec ra drawing page . Item#8—see architectural drawing page A1. Item# — y cean a e Item#10—se e. It — page .1 Please let me know if additional information is needed. Sincerely, ,I pll�l Paul Fin eyREVISED Construction Manager A B 904.334.2278 Zti attachments P.O. Box 50939 Jacksonville Beach, FL 32240, tel: 904.241.1222, fax: 904.241.4310 www.beacheshabitat.org •S�iilr . CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date 7 L,-Ib�Q Permit Number 06o- 3.3S Address Contact Name Phone /lfofrfj/�61 Heated Square Footage K$ per sq ft= $ Garage/Shed (((111@ $ per sq ft=$ Carport/Porch @ $ per sq ft=$ Deck @ $ per sq ft= $ Patio @ $ per sq ft= $ D%A f /� � PTAL VALUATION: $ 01 Total Valuation i st $ Remaining Value $ per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: + '/2 Filing Fee $ FLOOD ZONE: ( )Fireplaces @ $35.00 $ IMPERVIOUS SURFACE: AB CONSTRUCTION SURCHARGE / $ CAPITAL IMPROVEMENT $ CITY RADON SURCHARGE SECTION H IMPACT FEE $ SEWER IMPACT FEES $ 522 SEWER TAP FEES $_ ST CONSTRUCTION SURCHARGE $ STATE RADON SURCHARGE 130 $ WATER CONNECT/METER ONLY $ WATER CONNECT/TAP&METER $ WATER CROSS CONNECTION $ WATER IMPACT FEE $ q O OTHER $ GRAND TOTAL DUE: $ 1/13/03 WATER IMPACT FEE WORKSHEET ADDRESS: l�a� �/� D 33Sl�-7 DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD ' FIXTURES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers, residential 2 Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower 6 Bathtub(with or without overhead shower or whirlpool attachments) 2 0� Bidet 2 . Combination sink and tray 2 Dental lavatory 1 Dishwashing machine,domestic 2 Drinking fountainAcemaker Floor drains 2 . Hose bib 1 Kitchen sink, domestic 2 Kitchen,sink, domestic with food waste grinder and/or dishwasher 2 Laundry tray 1 or 2 compartments) 2 Lavatory 1 Shower compartment domestic 2 Sink 2 Urinal 4 a Urinal, 1 gallon per flush or less , 2 t Wash sink circular or multi le each set of faucets 2 Water ctoset,flushometer tank, public or rivate 4 Water closet, private installation 4 Water closet, pubfic installation g TOTAL NUMBER OF UNITS= MULTIPLIED X 20 TOTAL S 1930- APPROVE[ CITY Of ATLANTIC BEACH t� BUIL.DING OFFICE CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATIO) (FOR NEW SINGLE FAMILY RESIDENCE A DUPLEX CONSTRUCTION) Date: 7/20/06 Job Address: 1928-1930 Francis Ave(duplex) Owner of Property: Beaches Habitat Address: 1671 Francis Ave.,Atlantic Beach,FL 32233 Telephone: (904)241-1222 Legal Description: Block Number:Francis Ave Condos,Units 5&6 Lot Number:_Zoning District: Contractor: Beaches Habitat State License Number: Contractor's Address: 1671 Francis Ave. Atlantic Beach FL 32233 Telephone: (904)241-1222 Fax: (904)241-4310 Describe proposed use and work to be done: construct residential duplex Present use of land or building(s): vacant land Valuation of proposed construction: $80,000.00 Is approval of Homeowner's Association or other private entity required?No If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? ❑ PFO. Applicant certifies that no change in site grade or fill material will be used on this project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑ NO. Applicant certifies that no trees will be removed for this project. id"YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. (See attached tree removal permit.) Procedure: In order to expedite issuance of permits,please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation,please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone: (904)247-5834. STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four(4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233, Telephone:(904)247-5826. 800 Seminole Road—Atlantic Beach,Florida 32233-5445 Telephone:(904)247-580—Fax::(904)247-5845—http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/14/03 In addition to construction and engineering detail,plans must contain the following information as appropriate for they type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations:include driveways,sidewalks,patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all info ation provided with this application is correct. f Signature of owner: 7�'`�i�� Date: 7/ 6 a I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: J '�I�� Date: Address and contact information of person to receive all correspondence regarding this application(please print). Name: Paul Finley,Construction Manager Mailing Address: 1671 Francis Ave. Atlantic Beach FL 32233 Telephone: (904)334-2278 Fax: (904)241-4310 E-Mail: AS TO OWNER: A , Sworn to and subscribed before me this day of JLt. 2004 State of FloridaLCountq of Duval PATRICIA A.REEVES Notary's Signature: A.4 4�PVJL&,� ^ , Notary Public-$bb of Floft jig n: •;My Conrrnission Expht May 30,2010 know COa1nd1s M E DD 557380 Produced identification "'� •�t�'�•, BonfNd IllyNalOrtM Nohry Ate, Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of 1k4 20 State of Florida,County of Duval Notary's Signature: PATRICIA A. REEVES �know"',ay PAZ" Prodtion Notary Pubic.Stab of Florida ;�• 104 Com *Wm Expass May 30,2010 Type of identification produced .� Com*"0 DD 557380 Bonded By N64"NoWy Assn, 800 Seminole Road—Atlantic Beach,Florida 32233-5445 Telephone:(904)247-580—Fax::(904)247-5845—http://www.ei.atlantic-beach.fl.us Page 2 Revised 1/14/03 x r CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location: 1928-1930 Franci Ave. Atlantic Beach FL 32233 Type of Development: Residential dLiplex Flood Zone: X Required Lowest Floor Elevation: 14.50 If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Permit. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Applicant's Signature: / � Date: 7A�/06 Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 3. General description of improvements: Construct residential duplex 4. Owner: Beaches Habitat Address: 1671 Francis Ave. Atlantic Beach FL 32233 �)u-moi=i-' 5. Owner's interest in site of tRe improvement: 6. Fee Simple Titleholder(if other than owner): Name: 7. ontractor: Beaches Habitat Address: 1671 Francis Avenue Atlantic Beach FL 32233 Telephone No.: 904-241-1222 Fax No.: 904-241-4310 8. Surety(if any): Address: Amount of Bond$: Telephone No.: Fax No.: 9. Name and address of any person making a loan for the construction of the improvements: Name: Address: Telephone No.: Fax No.: 10. 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.: 11. In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No.: Fax No.: 12. Expiration date of Notice of Commencement(the expiration date is one(1)year form the date of recording unless a different date is specified): December 31 2007 OWNER/J � Signed: G/ Date: O.A.A01, _ This 12 day of the C untt o Duval,5 ate of Florida,has personally appeared before L ,►�" Notary Public at Large,State of F�o ids,4.o%of Duval. My commission expires:_ �!'': �Q Personally Known: ,,'' SHIRLEY L.GRAHAM Produced Identification: ,o.� e�, ```0.Y PUr' Notary Public-State of FbWa • My Commission Expires Feb%2010 •% a ` Commission#DD 518533 THIS SPACE FOR RECORDER'S USE ONLY Eonded By National Notary Assn. Doc#2006195775,OR BK 13308 Page 2103, Number Pages: 1 Filed&Recorded 06/06/2006 at 03:47 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING$10.00 r, kit i Beaches Habitat Habitat for Humanity of the Jacksonville Beaches, Inc. July 20, 2006 Mr. Stan Makowski Building Official City of Atlantic Beach 800 Seminole Rd. Atlantic Beach, FL 32233 Stan, Attached are the following materials in support of Beaches Habitat application for a building permit for 1928-1930 Francis Avenue: 1) One (1) copy of Building Permit Application 2) Four(4) copies of architectural plans 3) Two (2) copies of structural engineering plans 4) Two (2) copies of roof truss plans 5) Two (2) copies of floor truss plans 6) Two (2) copies of HVAC Energy Sheets 7) One (1) copy of recorded Notice of Commencement 8) One (1) copy of letter to Ms. Doerr regarding site drawing 9) One (1) copy of letter to Ms. Kaluzniak regarding fire sprinkler& irrigation systems. 10)One(1) copy of letter to Mr. Carper regarding drainage, and erosion& sediment control plans. Please let me know if any additional information is required. Thank you, Sincerely, 142-7'/7 C'�j Paul Finley Construction Manager 904.334.2278 attachments P.O. Box 50939 • Jacksonville Beach, Florida 32240 • (904) 241-1222 { - 1 fry CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 f INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033500 Date 7/14/06 Property Address . . . . . . FRANCIS AVE Tenant nbr, name . . . . . . TREE REMOVAL Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - - - - - - -- - - - - - - --- -- - - - - - - -- - - - - - - - - - - - - -- - --- -- - BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 ( 904) 241-1222 - -- -- - - --- - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- - ------ -- --- Permit TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 7/14/06 Valuation . . . . 0 Expiration Date . . 1/11/07 --- -- -- --- - --- - - - - - - - -- -- - - - -- - - - --- -- - - - - - - - - - - - - -- - - - - --- - - ----- ------ - --- Special Notes and Comments APPROVED TO REMOVE A 24 " SYCAMORE IN THE INTERIOR ZONE AND A 20 " PALM IN THE EXTERIOR ZONE, IN ADDITION TO SIX UNPROTECTED TREES (CAMPHOR, CHINABERRY & PALM) . HARDWOOD MITIGATION REQUIRED IS 1211 , WITH 5 " CREDITED FOR A SYCAMORE TO BE PROTECTED . PALM MITIGATION OF 10 : IS REQUIRED. Fee summary Charged Paid Credited Due - --- ---- - -- - - - - - - - - - - - - - -- - - - - - - - - - -- - - - - - - - - - - - - -- - - - ---- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 PERMIT IS APPRO ONLY CORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES RICK CARPER,PUBLIOWORKS VfRECTOR 08/09/06 WED 08:12 FAX 9046416659 Looney Ricks Kiss [a 002 SA925 09250USG , A-tea Separation Fire W ,IV. Party Wall stems r�M'ry -Fy�;y, �.'.u: ,;4^";;' �-�.�a� '�,"`�''�. 9;•3•..u•'..`ki:'_..:�s°�•£�.`•'.2t•"fEp,•tcp -�!...,�' :: tSr,•s`.. x�-`�' � '�:", :•� e9 yup:. gib° r!ri •f`^_�%e '�:f• ''!.�".r ,1y'ri•,y�L-.�•u�.`r.''i,�"""'ti'`-�.'�.�F,''.i$�F•a.�i;°f^'•••c,•:'�� •�" xe'�i`;M�.,ArYg:;'s;.•,-;�r,�?:1:�y:�.�%,if•�� `3';,;ir}Sv'�_; ?..•"�"fi�w:•xhy,'>'.:r'4': '�iIY�F'.T��Fn•..n'� •t' i,:Y S .rie:i:•�"' � �Y; ..��Q:�.:y:F�v,.�,?:' ^r,: ;, •.xa..��f;g,A^r.._ti'waS;rt':Cc•'��s�s.'_:>'s-�..w�°'=y+�'`:S;Y•"'.t�; ;�f=�:..�: i• i1•S^.•iti.N'':?,fF:-,,, ;,'Y'•�'.:•�,'s'_;• •ry+f'-,�'+ •g,:,..:.:c_rr-� 2`:?::•.:"'�, :L�.�,,i,%•, Zr <f-„•s:•::.y`:'� �:�,•:: :•i ny. •i'3:�^".:::°�,.•,, 1�f:....;^�'�.�.3:rFjiiy.Gl,t�c��. grr,:y,gs:•.,. .x ::::r'.t.;_.' S� ''-d:'e.^.-.•�i• '••Ti�.: ..� �,.�'�':ak:•.�b•,kk::�;y: �,” �<.,�{. . :,T;-�!:'`�!:':,'3r;Ei:Y:%a_:•wr,,:�wmy.,:..>!cJi.�.�: ti'wv., :'i1:..,�„S;`:s,.�•y 5.;;��a�` 7.Srx'�.R~T 'ti•'yy::4`• �'ay';T.^'•�' C4a `�_is^E`'Q:If'T:;:�S•�";5�..•j:, ,x''• :'°"s T•:'�.'+i•.:'iF j>. .�.�+. .'t^•{. :.;.y eer:,.x':'•%::',t�,Bvt; •ai;#•' ��I`fY.�_r+ L..':^�a'•Bi-•1.::'tt5a;'wy'v".•,.},a:�.;�'*•`•iv� .! A' � •- rte ^ge".� 4` c'',S:aF! }r.2-x .jti �'y�4-:�4�v i.�4�,/.a '�•a V,.ar""�''•'C'-�_•„`� , �45: -1--7�'e•.J�e�1 y�± 43 t'T YT'.'• wen��. R�yCj�••`o.'.••i''rs,Vi:: °�E''�,'''s'�.^+;.�3. p�'.-'�v'' a: �+�•i.::i,;..CC,,��.��c c,h;: i;.U¢.:;;� q.•��s•L'�:.�5:...�;•4�•^•".,,:9o-;..;:. n•,.,r:G;��C xdsisic. x ,'••'1,`•�'gr'.xk w''i. ��ay••.,' %e,�. x 'y�',. -�.Y•''•. .+ ,�'^• x''� r. 5.++.n':� :7R"� i•'3:�i" .-eyk"r�'!�=F.. ',•.�: �' til 1 d X,•,•Y t ”` .y, ,f'�: : Y.1 . s�.F7isr; aC: w{ :e}t';{ _4'}}A�'.:'..��".�.i.::e?,rt�y'? -r.l:E, `��•!••Gu4:'7 a•�Cq :r;�r•�'�'•k•,�k'SJ�:',I'•,cw7:S�LR^�,o:�;y;Y�k3E�� ::•,AY•r S.f�.•• �,; �• d+.'{h' y'Y`•'�:,`-ia.�.` ,4• �K �`•�;rim'.K��.yi��;�^J:t�Yi�`�ticy�yyiJ.`<aJ : x� �y<yz:�'u�:,S' ;:-�aa�,:� �=•:F� fr'�'�.' I'Q•i.x.i�.u��;•��,,,' -• � ;� ,-;--^.�r.�>y .fir.. :;t�� .�0.�r`i:.ktis:.;:,' ,yyr�:'�.�;,,.:• w .y�.-• t°' �I ON .:.,,r••..:•��:.::,:':•-: ,art ,.C�.s?,`;::: USG Area Separation Fire Wall/Party Wall Systems - i Description USG Area Separation Fre Walls/Party Walls are used for constructing common walls with fire-resistive protection for ad scent properties.These lightweight,non-load-bearing gypsum drywall assemblies are designed as vertical m e uamers ror tire waus analparry wails separating occupancies in wood-trame apartments and townnouses. Large-slze gypsum panels used in conjunction with steel studs and runners quickly become thin,space-saving walls offering excellent privady.Their engineered performance and low labor and material costs make these systems superior to masonrylconstruction. 1 Available in two basic systems troth providing fire-resistant walls from ground level to roof; j Solid Type,with independendl framed Interior gypsum panel surfaces both sides of fire wall or party wall. Cavity Type,with Integral inteor Mum panel surface,,for commonly shared party walls between apartments. F Sogd-Type wall consists of two 1"thickSHtEMOCK Brand Gypsum Liner Panels installed vertically between 2"USG Steel C-Runners.Panel edgeE are inserted in 2"USG Steel H-Studs spaced 24"o.c.C-runners are installed at topg and bottnm of wall and bac4lo-back between vertical panels at a convenient hei ht above each intermediate floor.H-Studs are attached on both sides to adjacent wood framing at Intermediate floors,the bottom chords of ? ' attic trusses,and at the roofiline with 0.063"USG aluminum angle clips designed to break away when exposed to fire,thus permitting a fire-damaged structure;to fail while the fire barrier remains Intact Refer to Solid-type specifications for exact clip placement. With aluminum angle clipl attached on both sides of 25 gauge H-studs,the assemblies are suitable for spans (between clip angle supports up to 10'under 5 psf lateral load without exceeding L/240 allowable deflection(for walls with exterior exposure,tee section 3.4 of the specification). With 2"THFAmAFIBER Sour(d Attenuation Fire Blankets(SAFB)stapled each side of liner panels,the assembly has obtained a 3 hr.fire res'tskarlm rating allowing separate selection and construction of tenant walls. Cavity-Type wall consists of Sleet C-H Studs and SHEETROCK Brand Gypsum Liner Panels set in steel runners and faced both sides with SHE ETAQCK Brand Gypsum Panels,Water-Resistant,FIRE-CODE C Core.Liner panels,l"thick are erected vertically with en jus set into 2-1/2"USG C-Runners and edges inserted Into specially formed 2-1/20 USG Steel C-H Studs,C-runnbrs are installed singly at top and bottom of wall and back-lo-back between vertical liner panels on a line above 4ach intermediate floor,the bottom chords of attic trusses,and at roof line,Aluminum ' clips,which attach the C-H Studs on both sides to adjacent wood framing,break away In the same fashion as with i solid-type walls.To improve sound transmission lost,TK3imAf sa SAFB are Inserted In the stud cavity and RC-1 Resilient Channels or equivalint may be used to isolate the face layer on the cavity side. With aluminum angle clips atlached on both sides of 212CH25 steel studs,the assemblies are suitable for i spans(between clip angle supports)up to 10'under 5 psf lateral load without exceeding L1240 allowable Cavity-type deflection(for walls with.extetior exposure see section 3.4 of the specification). Components used in thesd systems are designed to permit temporary exposure to inclement weather during construction. HSG Stent C-Runrw fits over studs U5G Aluminum Breakaway Clip Is and panels second C-runner is then screw-attached to studs and framing. USG STEIL H-stud sildes In plaice screw-atfad"hack-lo-irack to Under Lire exposure,dip breaks away, over SNWRaat Brand Gypsum lower runner to hold matt level of permits firs-demaged wag to fall, linin Panels. studs and liner panels. leaving separation wall intact. 4 f I 08/09/06 WED 08:14 FAX 9046416659 Looney Ricks Kiss Q003 USG Area Separation Fire Wall/Party Wall Systems .......... Features These systems may bO used in buildings up to four Stories high(44')and with all common floor-ceiling heights found in multi-family housing.Both cavity and solid types are suitable for exterior walls with appropriate weather- resistant cladding whin building offsets are desired. Fire Resistance:Both tapes of Scparation Wells offer 2 hr.and 3 hr.fire ratings. Sgund Isolation:SIC*Ings up to 6o with the solid system and 57 with the cavity system arc available. Ughtweight!These d*all assemblies weigh at least 50%less than masonry walls,allowing rapid Installation. Space-saving:Use of these assemblies gains valuable floor space.Thickness is.1-1/2"to 4"for Cavity Type Walls, compared to 8"to 124,for a masorilry wall without interior finish. weather fleshirtanac Me'Isture-rosistant components permit temporary exposure to inclement weather dulling construction. Code CompDanx In compliance with fire resistance requirements under evaluation reports of BOCA Report No.89- 13 and SBCC1 PST ESIReporl No.9834. Limitations Non-load-bearing:m:.frame spacing:24":not to be used for shear walls;max.wall height 44'. Acoustical Performit.iste Test Data— Me Detail A Physicat Data Description&lest No, STC Deselption system Surld Walls Rating &Test No. Aeftrenes 2 hcl -------------------- Solid Area separation VM-�o 1"SKEETROCK Brand A 3Y, Gypsum Linet Panels set beN Use H-Studs 24'o.c.- --------------------- min,3/4"df space both video caparagm riner panels from adimerit frarrilng-1111.Dim U336 !M=:j=- SM Arse separation Vffl—tm I"WWROCK Brand 46 TL-ea-353 -SW&s 24'0.r� 54 Based on 21 THERMARBER Gypsum Liner panels sot in USG H 2 X 4 wd studs 76'ac.eadi side on 2 r 4 plats Min. otl ON side—TIL-89-31118 3/4'(MM 11wamls—v. 001W 1/1'SHIET111111 Brand 11 "1",.1 1U 414 and 11A, Gypsum P=I.-4L Des WX 2"SAFE on bothw7 slo -YL-98-347 57 Based on 2 x 4s and X SAIF3 oil one side —t1-8-351 00 eased on 2 x 4s and 141 T'SAIll both sl"- —TL-"O 45 Based on 2 x 3s,W gypsum pinels,no SAF13-11111111-7301104 $4 Based on 2 ir 3s.518" gypsum PRMIS. 2'SAFE one side —SON-730103 57 Bassi on 2 x 3s,519' gypsum panels. 2"SAM both sides —BON-739102 .................. ...... ............ ;q 3 hr. Solid Area SMIU&M ftl—two 1"S1 IEETROD(Brand 13yosum WA Unor Panels set In USG li,Studs 24'o,c.-21 T14ERMAFIBER SAM both sides--�WKM 80PI horiz with INnts slag and staple-att A to liner panels—wil"S"39310M ................ ...... 14- I "Vi li "rhWe system',do itt provide a Tire raling for adjacent wo&J-stud well consliulion. United States flypstrin Company SAM 3 08/09/06 WED 08:15 FAX 9046416659 Looney Ricks Kiss Z004 USG Area Separation Fire Wall/Party Wall Systems Fn-rated construiction Acousbcal Performance anoe Ted Data-- Fire Detail Physical gala y Description A Test No. STC Description System Cavity Walls Rating Test No. Reference 2 hr. Wily Area Separation M11-12"SHFUROCK Brand 47 Based on 11 SAFE in A Syr" WUM Panels.FIRECODE C core.both Sides--1" cav"BN-88N SHEETROCK Brand Gypsum Liner Panels In U,%25 as. Studs 241 ox--single layer panels a&side aDpl vert& SUN au—owls or gypsum panels stag on opp sion, fin—perily,j caoM-111.On 0415 wt 9 width 3-Ir2, z fir. i G&ily Area Separation Wall-12"SHEEMOCX Brand 50 Based on I-i/Z" -111 0 Is I I Gytisurn Pana;.FIRECODE C cors-1I SHEETROCK Brand SAM In caft Gypsum Liner Panel.,set in USG 25 ga.C-H Studs 24' than or equivalent 241 O.C.screw all,to side opp liner Iginelo.—I-1/2'THERIM-15CR SAFE optional[Of tire rating—gingla layer panels so side apps veil&screw alt—joints a*on opp sides&fin—perim mulked— UIL Des U415 wt 10 width e 3 11r. Cavity Area scitamuon yvwi,-5fr sHEMOcK Brand 57 Based on 1-112" C Gypsum Panels,FIRECODE C Cora-1"SHEETROCK Brand SAFB In cavity 4 K' Gypsum Liner Panels in USG 25 ga.C-H Studs 24"ox.. BBN-730622 one side-1-12"-V21 TKERMAFEER SAFB Oplioilal for fire rating —RO-1 chan 24"o.c.screw aft to side app limir panels- 2 layer.of""SIIEETRUCK Giaild Gypsum Panels.PACCOM C Core,-.raw Itir to RC-1 charr—)olnls fin--paft caulkw4-- UL DES Wo wt 14 w1dih 4.7/8" v4hCru RC Pgolem Charnel is miciateo,RC-1(-j an eW'MMnqmay be used.Wtvae Insulation Is mown In aitsemOly OrawIngs.1114 wlk M)Oucl is required in the aE=*to achieve the stated 111f naevi.Glars AlUx insvialion c4nnot be substituted forTHUNAFOA InSU1311011. Sound Solid Well round band center fir�50!l1cy--Hz Transmission Transmission loss—db Tcst no. MaMftid 112MB . IE 250 315 400 M 830 800 1100011 1 250 IND STC 1 . — Loss TL-88.350 Lab do • 5 •50 49 53 -53 55 57 1 62 65 67 jj__77 68 LO 70 71 60 . TL-88-347 Lab 34 0 48 40 50 52 55 56 61 64 W 59 72 70 69 73, 58 8 46 52 53 56 57 5-6 59 59 59 60 59 57 58 66 57 1 2. Lab 36 JG 45 47 51 U 54 66 61 64 66 69 72 71 69 73 67 11-08-351 Lab ...F6 . . ............ 66N-730103 Lab 4 B3 43 51 52 54 57 56 60 60 56 60 60 57 58 156 .54 q 6— B0 TL-88-348 Lab 31 1813 42 45 48 49 52 54 59 63 65 68 70 68 67 71 54 .......................... —2-0 IT 44, 45 49 49 50 51 57 62 65 68 71 69 67 69 53 TL-88-346 TL 88 344 70 Lab 29 eg 37 43 46 44 47 49 55 1 64 65 7,0 70 69 71 50 ................... TL-88-234 Lab 31 118 31 3d 38 42 44 49 52 55 58 60 61 1 62 61 63 47 ._•.._..._........... 35 39 45 47 52 56 61 65 69 71 67 67 70 45 TL-88-353 Lab 26 . . ................................ BBN-730104 Lab 4- 28 37 40 46 50 53 58 60 1 59 L6 56 , 57 , 59 , 66 45 Cavft Wall Sound Band center ire-Irene=!k Transmission Los"It Test no. Meflod 125 1601 200 1 250 1315 400 GM 11000 11250 1 IBM 20MI M 13150 14000 1 sad Sic 55 BBN-730622 Lab 35 J! 50 51 5 56 63 62 65 - 65 60 57 (54 57- -7Lab-- — - ' M-- 51 -1 �; 26 42 48 51 53 60 59 61. 61 BBN-750411 5e 57 56 00 50 BBN-750704 Lab 2316 35 43 48 49 51 54 58 58 60' 60 55 51 53 47 United States Gypsum Gaiinjustrisms 4 08/09/06 WED 08:15 FAX 9046416659 Looney Ricks Kiss 16 005 t USG Area Separation Fire Wall/Party Wall :d Systems - Solid Spftm Note:As required by code,'IA'S*morx Brand gypsum panels,FIRECODE core,may be used) SHEETROCK Brand as underlayrowit to untreated root sheathing with panels emending Von both sides of area Gypsum Panel I, separali0n wall and possi root silo at rake end,Clip pfaeen!ent below is for typical corutruction. �`-° 2 x 4 stud 1 MSG C-Runner roof deck -z:7- —water barrier i tool ratter roof truss ? - THERMANDER fire blocking .1: 1': - r —•,^='--�- ��;, - - =:�'�;•�.:•::s-:•• '. I as required = SHEETAOCkBrand Gypsum i '"r* ~'"�" {�' 2"USG Panels 28 moored- C RunnCr l�l'"1�lTT(TT�' ('f�l�f'S("1 )( �'' '�^ (•,' 1(�( f `r ,` ! i, ( ='.�� SHttIHOCK 111111111111 Ilf V11 Gypsum t 1111114111111lII11� I l (' I 'I 'r �i!Y` 'r'`l;� ( �r:, ) Brand m Sheathing 2 x 4 stud framing ttoi T USG N stud — 0.063"USG aluminum - SHEETROCK Brand 'texterior angle clip* �-�-� � 1'SHEEfROC6 Gypsum Pane{ - surfacing InterseCtlon at root' Brand Gypsl m Exterior will ifriewcuon two 2"USG Liner Panel ; (as required) C-Runners :) ;t 311'TYPE S pan head screw f Tm wAFlBFp; SHEETROCK Brand _ SAFB(optio al) _ 1(4TYPE W or S screwMrs ' Gypsum Panel return firewall 2x4 sealant on one side or t' I stud l both sides'of `� � -(� 4 24"max '\ :,char f fat line wall, :,►f-: 1"SNEF.TRpCK ' as required t TIiEAMAFJaEA; _ Brand Gypsum f f fire blocking! ,'•: Liner Panels I as required ' ` ','+t• 2"USG C-Hunner f SHEETROCK Brand rvlft�Tt�lifIf\ j mtermeoiate Boar ' s"L''s --'� Gypsum � — •r••-�-=• '�' Sheathing ' f.•�• t- SHEETROCK Brand t Gypsum Panel tt exterior ). .063,USG 1 cladding ;r SHEETno�EJzz _ _ _ aluminum ; Exterlor wall Limnsec%n _ angle clips fasmwk sealant 7 { I : 29 l ` Brand Gypsum Liner Panels foist i 2"usG C-runners r '`• pawer�riven ';�•�,f fastener i sealant Foundation as required 'Note:See Illustration on p.8 far Dnp spacing requiremems. United States Byosure Can}my BAS25 5 08/09/06 WED 08:16 FAX 9046416659 Looney Ricks Kiss 9 006 USG Area Separation Fire Wall/Party Wall Systems " Solid System root deck-, 2"USG C.runner _ .. cap flashing ` 2"U5G as required C-runner y I insulalion i r (�� two 1"gypsum j� liner panels 463"USG aluminum :i• _, angle clip —wood truss }��f SHEETROCK Brand lire blacking lire blocking gypsum sheathing ' 1k t 'check design capacity over 3'-0" 063"USG aluminum Root at raft and S'max! angle clip r 1• . It'/4'type W screw f, water harrier �'rr• _ two 2"USG j� .I t r 1 .>\.�.y•r r -�� ' C-runners '� ;�',, ' t r ' r r r = C. �• ' r ' � r ' r r , r i, exterior surfacing SHEETROCK Brand ', ' '~� 2 x 4 wood stud gypsum panels F /:�, . rooting i framr'ngeachside f• r fireblocking ��'; : - . • i TyPiael roof parapets 11 •\ (hefliht as required by code) Intermediate floor rap flashing pitotted or flat roof USG '. C-runner siding- 2. iding " 2" wafer barrier 0 p attachment +-space floor i Plate(cont) runnerv�"apart z' !.Q metal flashing rt shingles Runrterinstallaflon rM." lop of �r shingled deck ,063'USG Aluminum Wood siding Breikaway(dip cap flashing— metal casing bead portiand cement- `'f ti U5G C Runner T'j r'f time$IV 0 2 13iS° 2' ; galvanized water harrier ,;.: (•� ,r�� :": selldurrinq Steel H-Stud USUSC Steel metal 1. C, metal lath (Ii5) C-Hunner 1CA? 1 casing bead water barrier Steel cornponals(solid well) j built-up metal flashing roofing �i. I. - shingles i ff �'• tap of ..•� '�. I shingiee deck r Stucco swcco United States Gypsum Company 6925 6 08/09/06 WED 08:16 FAX 9046416659 Looney Ricks Kiss 16 007 E r USG Area Separation Fire Wall/Party Wall G Systems r•� i Cavity System '!r"x 3"gypsum panel 2'N'USO j roofing Fiber strip C-runners � I - - I Y as ;F" f 2'/z"USG ,l} C-runnier - I' j water harrier t� _ i/\r.''r exterior RC-1 resilient • �, , surtacing I channel or equivalent I . Roof at rake sad RC-1 channel �� r-~• • i or equivalent— two quivalent two 214"M Reef parapet C-runners ° 1" + THEAMARBER Z'�4"USG SAFt3 C-Runners roofing 1 t joist joist— i� :\i .063"USG aluminum Raofoffset r 5 fi. ) angle clips attached to F; G Joist with one IY." 'TYPE•W or TYPE S . Intt:miediam floor screw . '1"SHEETROCK ,y exterior cladding Brand Gypsum SHEETROCK Brand Liner Panels i Gypsum Panels. SHEETROCK Brand ! concrete floor Or 1 '"'` FIRECOUE C con;, Gypsum Sheathing !• foundation wa1P : . each side 2'R'USG ( wood Moor 2'fl'USG C-Runners C-Aunner (; sealant as required ifti power-driven '• 'fasteners 24"ox, Foundation r Enerlor wall intersection (as required) Steel connpoirerts(cavity well) i I < cl� RC-1 Resilient Channel(or equivalent) U5G Steel C-H Stud(CM j U535,Slee(C-Runner(CA) .063'USG Aluminum Angle Clip i i _............. ......_._----..._._._.....— -- unitad States Gypsum C oaar SR 25 7 08/09/06 WED 08:16 FAX 9046416659 Looney Ricks Kiss Z008 ' USG Area Separation Fire Wall/Party Wali a. Systems i 2"Solid System Clip Spacing RaquiremeMs •---. ._—__. _.»...»�.»,_...»�,,,..._.__..____�___...».._,,,,,,,,,,,,,,,,,.,.,.,,.,,,,,»,,.____w.—_�__-- 4' roots ;plywood roof deck ledgers s/e'SHEETROCK Brand busses attic FIRECODE Gypsum Panel (ZS required) L Ceiling line 23' upper mast 23'of intermediate wall requires USG floor/teiling n waaluminum clips at assembly� area separation ll to'O.C. (party/lire wall) fire blocking at floorline intermediate floor/ceiling assembly 44' proven Ouetural stability to 44'; Additional USG aluminum clips muSIN intermediate added 5'o,c.for the Wall floor/ceiling sectlon below the upler assombly most 23' L 2'H-stud y United Slates Gypsum Company U225 ' 0 ^ 08/09/06 WED 08:16 FAX 9046416659 Looney Ricks Kiss Z009 USG Area Separation is Fire Wall/Party Wall Systems Good Design i system"romance United Was Gypsurn!Company will provide certfieXion for published fire,sound and structural data covering Practices--- systems designed and constructed according to its published specifications.Tests are conducted on USG Solid and Cavity Systemsproducts Mainufacturel:1 and assembled to meet performance requirements of established test procedures specified by various agencies. stem performance following substitution of materials or compromise in assembly design cannot lure may result under critical conditions. 2 ore,Atta0ment Both solid and cavity irea separation wall systems require attachment of aluminum breakaway clips-to adjacent wood framing on bolli sides of ths,11-Stud or CH-Stud.Clips are attached to each stud and vertical C-Runniirs(not resilient channel)wilki one 3/8"TYPE S-s.crew,and to adjacent framing with one 1-1/41 TYPE W or Typii S screw. These systems may bia stacked to a maximum height of 44',and normally require a vertical clip spacing of I max.However,when the solid area separation wall has a stacked height exceeding 23',clip spacing along each stud below the 23'sucked height must be reduced to 5'o,c.max.(spa illustration on p.8). When the solid or q avlty area separation wall system is used as an exterior wall,with adjacent wood framing on only one side,clips must be spaced as noted In Section 3.4 of the specifications.Note,for this case,that two 3/8" TYPE S screws are reql uIred for clip attachment to the vertical steel framing members. 3 Sound control For maximum sound 6nirol with bath the solid and cavity wall systems,seal the entire perimeter and between ConstruelLiork the horimi-it3l,back-to-back C-Runners at the intermediate levels with a minimum 1/4"bead of SHEETROCK Brand Acoustlr*18ealant.4refully seal around all gaps and cutouts for lights,cabinets,pipes,ducts,electrical boxes, etc.to minimize sourp leakage.Back-to-back penetrations of the gypsum panel diaphragm and flanking paths should be eliminated; 4 Fixture Attachment 0ghtwelght fixtures drid trim should be Installed using expendable anchors for screw attachment.Medium and, heavyweight fixtures are not recommended on resilient surfaces,but,if required,they should be supported from the primary tramingJ 5 AddidoMi See technical folderslin this Series:Coistruction SalsctorSA1 00 for fire and sound-rated systems;Gypsdm Panels Information and Ac Folder SA927 for information on Warns components; Textures and Finishing Products Folder. SA933 for texturing l6formation;TwRmAmm L# -Ssfety Firs Containment Systems Folder SA707 for Insulation Specifications, Specifications Part 1: 1.1 Specify to meet proj�ct requirements. General sews is 1.2 A All materials,unleis otherwise indicated,shall be manufactured by'UnIted States Gypsum Company,and '. shall be Installed accordance with Its current printed directions. 6 System must be built in accordance with applicable model code research reports. 113 All materials shall bd,delivered in their original unopened packagies and Stored In an enclosed shelter providing 011iVay and Storage of Materials protection from damgge and exposure to the elements.Damaged or deteriorated materials shall be removed from the promises.Insiallid panels should be protected fron"I the environment and dry before enclosing the wall.' Warning:Store all S4EIROCK Brand Gypsum Panels lat.Panels are heavy'and can tall over,causing serious injury or death.Do not mole unless authorized, 1.4 In cold weatfier dur*gypsum pane)joint finishing,temperat ro within the building shall be maintained within u Environmefft the range Of 55 to 7P OF(13 to 21 'C).Adequate ventilation shall be provided to carry off excess moisture. Conditions United States Gypsmic-rapany SA925 9 08/09/06 WED 08:17 FAX 9046416659 Looney Ricks Kiss Z010 USG Area Separation Fire Wall/Party Wall Systems .................---- --........................................... Part Z. 7-1 A Gypsum Board-48"wide.V/71(5/8`1 thick(Regular)SHEMOCK Brand(Water-Resfstaq Products dbtCriats (FiRFcooE C)(FIRECOOO Gypsum Panels—lengths as required. 8 Liner Panel--2411 wide,1"$K-ETAOCK Brand Gypsum Uner Panels,beveled edge,lengths as required. c USG Steel H-Studs(2001-025),hot-dipped galvanized,lengths as required, a USG Steel C-H Studs(212OH25)(212CH20),hot-dioped galvanized,lengths as required. E USG Steef C-Runners(200025)(212CR25),hot-dipped galvanized,'K 10,length. F USG Aluminum Angle Clip—,. 211 x 2-1/2'x 0,053'Aluminum Breakaway Clips. G Joint Treatment—(select:ai nited States Gypsum Company Joint System). H Fasteners—Screws(1.1/4:r Type W)(i";1-114",1-5/8''Type S)(3/80 Type S,pan head)(Galvanized staples, M 6"crown,1-1/2"leg), I FIC-1 Resilient Channel or 6quivalent. i THERMAMBER Sound Attenuition Fire Blankets(I'l(1-1/2'1(2'I(3'1 x 16"or 24'x 48': K SKEETROCK Brand Acousticil Scaiant. Part 3: 3.1 A FoundatIon—Position 2"C4 Runner and securely attach to foundation with power-driven fasteners at Execution Bond Wall both ends and spaced 24"1o.c.Space adjacent runner sections 1/4"apart.When Specified,caulk under runnor At foundation with min.11*bead of acoustical sealant a First Fluor--install H-studisland liner panels to a convenierTt height(max.2')above the floor line.Install two thicknesses of 1"liner panp'ls vertically in C-Runner with long edges in H-Stud.Erect H-Studs and liner panels alternately until wall is cDrr�pleted.Cap.top of panels with horizontal C-Runner.Fasten C-Runner flanges at all corners both sides with 314"Type S screws, G trilmneiffato Floors and go"of Trusses—Cap top of liner panels end H-Studs with-C-Runnor.Attach C-Runner for next row of p.Wiels to the C-Runner below with end joints staggered at least 12",Fasten the G-Runners together with double 3/8"screws at ends and 24'o.c.Attach all H-Studs to adjacent framing with an aluminum breakaway cip.Clips attachiog H-Studs and vertical C-Runners to adjacent wood framing an both sides require attachment to the H-Stud and C-Runner with one 318"Type S screw.Clips attaching Ing H-Studs and a vertical C-Runners to adjadent wood framing on only one side and with exterior exposure on the other side require attachment to the$-Stud and C-Runner%kh two 3tB"Type S screws,Attachment to the wood framing is with one 1-1/4"Type W br Type S screw.Locate horizontal C-Runner joint within 2'of the Intermediate floor. Install fire blocking betweeh the solid wall System and adjacent framing at floor lines,bottom of truss line,and. . any other locations required by IN applicable code. D Root---Continue erecting H-Studs;and liner panels for succeeding stories as described.Cut the liner panels and H-Studs to roof pitch and Ibngth as necessary to follow the roof pitch.At roof,cap liner panels and H-Studs with C-Runner.Attach ail H-Stu6s to adjacent framing with an aluminum breakaway clip.Clips attaching H-Studs and vertical C-Ruhners to adjacent wood framing on only one side and with exterior exposure on the other side require attachmkit to each vertical framing member with two 3/8,Type S screws. E Sound Ationuallon Fire Olankels- far direct attachment to 1"liner panels,Install blankets with joints staggered and attach blankets with seven staples driven through each blanket.Blanket installation within cavities is Mc- don fit between stud fmmft. 1; interior Finish—Apply spedified gypsum panels to wood Studs and joists in conventional manner. 3.2 A Foundation--Position 2-1,2"C-Runner at.floor and attach to foundation with power-driven fasteners at Cavity Wall both ends and spaced 241,o.c.When specified,caulk under runner at foundation with min.1/4"bead of SHEETROCK Brand AcoustW-.a.1 Sealant. B First Floor—Install 1"lined panels and steel studs to a convenient height(max.2')above floor line.Erect liner panels vertically in U.HAer with long edges in groove of C-H stud.Install C-H Studs between panels.Cap top of panels with horizontal G-runnor, and cap ends of the wall with C-Runner.Fasten c-Rutinui naugus at all corners on bob)sides'vith 3/8"Typo S screws both sides. tatted States Gypsum Company 6AS25 to 08/09/06 WED 08:17 FAX 9046416659 Looney Ricks Kiss X011 USG Area Separation Fire Wall/Party Wall i 3 Systems - G Intarmartlate Roars add Bottom of trusses—Cap top of liner panels and CH-STUd6 with C-Runner and fasten s CH-Studs to the C-R.tmner flanges on alternate sides with 3/8"Type S screws.Attach C-Runner for noxt row of i panels to the C-Runner below with end joints staggered at least 12"o.c.Fasten the C-Rurnners together with double 3!8"screws it ends and 24"u.c.Attach all CH-Studs to adjacent framing with an aluminum breakaway s clip.Clips altaching CH-Studs to adjacent wood framing on both sides require attachmont to the CH-Stud(not the resilient channel with one 3/8"Type S screw.Clips attaching CH-Studs and vertical C-Runners to adjacent wood framing on only one side and with exterior exposure on the other side require attachment to the CH-Stud and C-Runner(not toe res(lient-channel)with two 318"Type 5 screws.Attachment to the wood framing is with e. one 1-1/4"Typo W Or Type S•screw.Locate horizontal C-Runner joint within 2'of the Intermediate floor.As required by the appljcable code,Install fire blocking in the wall cavity at floor lines,bottorn-of-truss line,and i any other required Ideations. D Roof—Continue eredaing CH-Studs and liner panels for succeeding stories as described.Out the liner panels 9 and CH-Studs to ro(i pitch and length as necessary to follow the roof pitch.At roof,cap liner panels and CH-Studs with C-Rubner.Attach all CH-Shrds and vertical C-Runners to adjacent framing with an aluminum breakaway clip.Clips attaching CH-Studs and C-Runner to adjacent wood framing on only one side and with exterior exposure ori the other side require attachment to the CH-Stud and vertical C-Runner(not the resilient channel)with two 3),8"Type S screws. E Sound Attenuation 04 erw*ets—When specified,Install blankets in cavity butting blankets closely and filling all voids. F Resilient Channels-When specified,install RC-1 Resilient Channels or equivalent horizontally to face side of studs,6'below ceil�g joists and max.24"o.c.Attach channels to C-H Studs with 3/8"Type S screws driven through holes in mounting flange.Extend channels to ends of runs and attach to C-Runners.Splice channel by nesting directly ovegstud;straw-attach through both flanges.Reinforce with screws at twUr ands of splice. i G Gypsum genets—Apply 1/2"SHEETROCK Brand Gypsum Panels,ARECOOE C Core,vertically to both sides of C-H Studs.Stagger Joint,on opposite partition sides.Fasten panels with 1"Type S screws spaced 12"o.c,in field and along edges anO runner flanges. �-V H Resilient Single-rayeq—Apply 1/2"SHEEtRocK Brand Gypsum Panels,FIRECODE C Core vertically to resilient channels and fasters with 1-1/4"Type S screws placed 6"from C•H Studs and 12"o.c.Do not place screws v directly over C-H St�ds. I Resilient Double-lay"pply 5/8"SI1117ROCK Brand Gypsum Panels,FiRECODE C Core base layer perpendicular to resilient channeltl with joints Staggered;fasten with 1.114"Type S screws placed 6"any from stud and 12" o.c.Apply 5/8"gypsum panel face layer vertically over base layer with edge joints staggered and attach with 1- 5/8"Type S screws(spaced 12"o.c.and staggered from those in base layer. i 3.a A uointsystom-4inish all face panel joints and Internal angles with a United States Gypsum Company Joint AccessorySystem installed acpording to manufacturer's directions.Treat exposed fasteners on face layers and finish Application comer bead,control joints,and trim as required,. B Metal Trim-_Wherajpartidon or ceiling terminates against,masonry or other dissimilar material,apply metal trim over drywall edge;Osten with nails or galvanized staples 9"o.c. C Control,joints—Gail gypsum panels behind joint and back with double framing.Attach control joint on the face layer with nails,scrbws,or 9/16"galvanized staples spaced 6"o.c.on both flanges along entire length of joint 3.a Both solid and cavity Systems are suitable for exterior walls with an appropriate water barrier installed over the Extedar Walt system and under an ixterior cladding.Exterior exposurir is limited to 15 psf wind load and requires vertical clip spacing of 4'o.c.ma>Jimurn.Exterior exposure requires attachment of the aluminum breakaway clips to each vertical steel framing d ember(do not attach clips to resilient channelsl with two 3/8"Type S screws,Attachment of the clips to adjacent wood framing is with one 1-11411 Type W or Type S screw.Uppermost clips should be placed as close to the(roof line as practical attachment allows. 'i United States gypsum Ampany BAS25 tit 08/09/06 WED 08:18 FAX 9046416659 Looney Ricks Kiss Z012 Additional Information .............. Product Intonation To Contact Your Nearestand Literature Usrted States Gypsum Company 800 USGAYOU Sales Office,Call Tal-Fret: (874.4988) 1-877.874,6655 http l/vrvrrt usp,com Far international Sales,Can: 1.312606,5840 • i memo Specificatim Trademarks (Notice Note SefetyFost! USG Caporanorr,through its aper- The following trademarks used !We shall 1101 bo liable for incidental NI products da crihed there may follow good safety and Industrial atlng subsldlarles,will provide herein are owned by United Stats, end conMuentlal damages, not be ovallable in all geographic hygiene praclicea dudM handling metric conveftns on ils products Gypsum or a related company: f directly or indirectly sustained,nor markets.Consult your local and Installing all products and and systems to help specifiers USG,FIREc00E,Sl EETR m )for any loss caused by application Was office or representative systems.Take nceessary prscau- match metric design slzes.In adds- PG t•THERMArlaER is a iof thesa goods not in accordancb for inrormt!on, tions and wear the appropriate dal.some products are available trademark of TMERMARGER LLC, ,wkh currenl printed instnlctlons or personal protective equ!pmam In motile dirnrnsbru horn selected !,for other than the intended use. as needed.!lead matorlal safely mahtdacluring pienls.Refer to !Our Ilablfity is expressly ignited to data shoats and related•tterature 5At00 Lbnseucrion 5sleraorfor ireplacement of defective goot on products before specification additional inforinatlon and a Table (Any palm shall be deemed waived and/or Installation. of mehic Equivalents,. xinless made In writing(o w within fthiry(30)days horn dote it was for ressonsh!vchould have been !diurnered.• United States Gypsum Company ASubsidlary of USG Corporation .': SA925A4140 MI.LJhlid Srnes cy�um 125 So rth Franldln Street Comp*Vilreed In u.SA P.O.Box 808278 Chicago,IL 60680-4124 i BXUV.U336 -Fire Resistance Ratings -ANSI/UL 263 Page 2 of 3 / " AIR SPACE / V� } t r n .�. `4 ' F J A e f f SECTION " SEPARATION WALL: (Max Height-44 ft) 1. Floor,Intermediate or Top Wall— 2 in. wide channel shaped with 1 in. long legs formed from No. 25 MSG galv steel,secured with suitable fasteners spaced 24 in. OC. 2. Metal Studs—Steel members formed from No. 25 MSG gaiv steel having"H" -shaped Flanged spaced 24 In.OC; overall depth 2 in. and flange width 1-3/8 in. 3. Gypsum Board* —Two layers of 1 in. thick gypsum wallboard liner panels,supplied in nom 24 in. widths.Vertical edges of panels friction fitted into"H" -shaped studs. CANADIAN GYPSUM COMPANY—Type SLX. UNITED STATES GYPSUM CO—Type SLX USG MEXICO S A DE C V—Type SLX. PROTECTED WALL: (Bearing or Nonbearing Wali) 4. Wood Studs— Nom 2 by 4 in.max spacing 24 in. OC. Studs cross braced at mid-height where necessary for clip attachment. Min 3/4 in. separation between wood framing and fire separation wall. 5. Gypsum Board —Classified or Unclassified — Min 1/2 in.thick,4 ft wide,applied either horizontally or vertically.Wallboard attached to studs with 1-1/4 in. long steel drywall nails spaced 8 In. OC.Vertical joints located over studs. (Optional)Joints covered with paper tape and joint compound. Nail heads covered with http://database.ul.com/cgi-bin/XYV/t`emplate/LISEXT/I FRAME/showpage.html?name=BX... 8/9/2006 BXUV.U336 - Fire Resistance Ratings -ANSI/UL 263 rage i of 3 UL Online Certifications Directory a BXUV.U336 Fire Resistance Ratings - ANSI/UL 263 Page Bottom Fire Resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings-ANSI/UL 263 Design No.U336 December 06, 1996 Exposed to fire from separation Wall side only Nonbearing Wall Rating— 2 Hr Finish Rating— 120 Min /4" AIS PACE httn://database.ul.com/cizi-bin/XYV/temDlate/LISEXT/1 FRAME/showr)aae.httnl?name=BX... 8/9/2006 BXUV.U336 -Fire Resistance Ratings -ANSI/UL 263 Page 3 of 3 joint compound. 6.Attachment Clips—Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in.and 2-1/4 in. legs.Clips " secured with Type S screws 3/8 in. long to"H"studs and with Type W screws 1-1/4 in. long to wood framing through holes provided in clip. 6A.Clip placement(Item 6)for separation walls up to 23 ft high.Space clips a max of 10 ft OC vertically between wood framing and "H"studs. 6B.Clip placement(Item 6)for separation walls up to 44 ft high. Space clips as described in Item 6A for upper 24 ft. Remaining wall area below requires clips spaced a max 5 ft OC vertically between wood framing and "H"studs. *Bearing the UL Classification Mark Last Updated on 1996-12-06 Ouestions? Notice of Disclaimer Page Too Copyright© 2006 Underwriters Laboratories Inc.@ The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow-Up Service.Always look for the Mark on the product. UL permits the reproduction of the material contained In the Online Certification Directory subject to the following conditions: 1.The Guide Information, Designs and/or Listings (files)must be presented in their entirety and In a non-misleading manner, without any manipulation of the data (or drawings). 2.The statement"Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc."must appear adjacent to the.extracted material. In addition,the reprinted material must include a copyright notice in the following format: "Copyright© 2006 Underwriters Laboratories Inc.®" An independent organization working for a safer world with integrity, precision and knowledge. htt,D://database.ul.com/egi-bin/XYV/temDlate/LISEXT/1 FRAME/showr)ajze.html?name=BX... 8/9/2006 FORWaobA-2004 EnergyGauge®4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION " Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1930 Francis Ave Builder: Beaches Habitat Address: 1930 Francis Ave Permitting Office: City, State: Atlantic Beach, FL 32233- Permit Number: Owner: Beaches Habitat Jurisdiction Number: Climate Zone: North 1. New construction or existing New - -12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:20.0 kBtu/hr - 3. Number of units,if multi-family 1 - SEER: 13.00 - 4. Number of Bedrooms 4 _ b. NIA - 5. is this a worst case? No - 6. Conditioned floor area(ft2) 1349 ft' _ c. N/A 7. Glass typel and area:(Label reqd.by 13-104.4.5 if not default) �� _ a. U-factor: Description Area 13. Heating systems Zc 9�[j (or Single or Double DEFAULT) 7a. Dble Default 114.0 ft' a. Electric Heat Pum cS✓ O �~~ ( ) - P W 3$0 kBtu/hr - b. SHGC: P�,FYI-ISPF:7.80 - (or Clear or Tint DEFAULT) 7b. (Clear) 114.0 ft, _ b. N/A 8. Floor types a. Slab-On-Grade Edge Insulation R=0.0,88.0(p)ft _ c. N/A b. N/A _ - c. N/A - 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons - a. Frame,Wood,Exterior R=11.0, 1030.0 ft' - EF:0.92 _ b. Frame,Wood,Adjacent R=11.0, 124.0 ft2 - b. N/A _ c. N/A - - d. N/A _ c. Conservation credits _ e. N/A - (HR-Heat recovery,Solar 10. Ceiling types - DHP-Dedicated heat pump) a. Under Attic R=30.0,677.0 ft, 15. HVAC credits _ b. N/A - (CF-Ceiling fan,CV-Cross ventilation, 1 c. N/A - HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH(Sealed):Interior Sup.R=6.0,25.0 ft MZ-C-Multizone cooling, b. N/A - MZ-H-Multizone heating) Total as-built points: 19861 Glass/Floor Area: 0.08 Total basep oints: 24274 PASS I herebycertify that the plans and ecifications covered JqRE ST fy p y � , Review of the plans and � this calculation ar a lorida Ener i specifications covered by this Code. calculation indicates compliance PREPARED with the Florida Energy Code. DATE: '7- -c� Before construction is completed 4 d this building will be inspected for , 1 hereby c ify that this building, designed, is in compliance compliance with Section 553.908 r� with the Flo a Energy Code. Florida Statutes. cQD WE�� OWNER/AG BUILDING OFFICIAL: DATE: DATE: 1 Predominant glass type.For actual glass type and areas,see Summer&Winter Glass output on pages 2&4. EnergyGauge®(Version: FLRCSB v4.0) F®Rfid 60OA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1930 Francis Ave,Atlantic Beach, FL,32233- PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF= Points .18 1349.0 20.04 4866.1 Double,Clear W 1.5 4.0 9.0 38.52 0.81 282.2 Double,Clear W 4.0 5.0 30.0 38.52 0.58 674.6 Double,Clear E 1.5 15.5 15.0 42.06 0.99 627.6 Double, Clear W 1.5 6.0 15.0 38.52 0.91 527.8 Double,Clear W 1.5 6.0 15.0 38.52 0.91 527.8 Double,Clear E 1.5 6.0 15.0 42.06 0.91 575.9 Double,Clear E 1.5 6.0 15.0 42.06 0.91 575.9 As-Built Total: 114.0 3791.7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 124.0 0.70 86.8 Frame,Wood, Exterior 11.0 1030.0 1.70 1751.0 Exterior 1030.0 1.70 1751.0 Frame,Wood,Adjacent 11.0 124.0 0.70 86.8 Base Total: 1154.0 1837.8 As-Built Total: 1154.0 1837.8 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 40.0 4.10 164.0 Exterior 40.0 6.10 244.0 Base Total: 40.0 244.0 As-Built Total: 40.0 164.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM= Points Under Attic 677.0 1.73 1171.2 Under Attic 30.0 677.0 1.73 X 1.00 1171.2 Base Total: 677.0 1171.2 As-Built Total: 677.0 1171.2 .FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 88.0(p) -37.0 -3256.0 Slab-On-Grade Edge Insulation 0.0 88.0(p) -41.20 -3625.6 Raised 0.0 0.00 0.0 Base Total: -3256.0 As-Built Total: 88.0 -3625.6 INFILTRATION Area X BSPM = Points Area X SPM = Points 1349.0 10.21 13773.3 1349.0 10.21 13773.3 EnergyGauge®DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60DA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1930 Francis Ave,Atlantic Beach, FL, 32233- PERMIT #: BASE AS-BUIEjEjl Summer Base Points: 18636.4 Summer As-Built Points: 7112.4 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1:Central Unit 20000 btuh,SEER/EFF(13.0)Ducts:Unc(S),Unc(R),Int(AH),R6.0(INS) 17112 1.00 (1.09 x 1.147 x 0.86) 0.263 1.000 4855.8 18636.4 0.4266 7950.3 1 17112.4 1.00 1.081 0.263 1.000 4855.8 EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WINTER CALCULATIONS a Residential Whole Building Performance Method A - Details ADDRESS: 1930 Francis Ave,Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF= Point .18 1349.0 12.74 3093.5 Double,Clear W 1.5 4.0 9.0 20.73 1.05 196.7 Double,Clear W 4.0 5.0 30.0 20.73 1.14 710.7 Double,Clear E 1.5 15.5 15.0 18.79 1.01 283.7 Double,Clear W 1.5 6.0 15.0 20.73 1.02 318.2 Double,Clear W 1.5 6.0 15.0 20.73 1.02 318.2 Double,Clear E 1.5 6.0 15.0 18.79 1.04 291.9 Double,Clear E 1.5 6.0 15.0 18.79 1.04 291.9 As-Built Total: 114.0 2411.2 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 124.0 3.60 446.4 Frame,Wood, Exterior 11.0 1030.0 3.70 3811.0 Exterior 1030.0 3.70 3811.0 Frame,Wood,Adjacent 11.0 124.0 3.60 446.4 Base Total: 1154.0 4257.4 As-Built Total: 1154.0 4257.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 40.0 8.40 336.0 Exterior 40.0 12.30 492.0 Base Total: 40.0 492.0 As-Built Total: 40.0 336.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 677.0 2.05 1387.8 Under Attic 30.0 677.0 2.05 X 1.00 1387.8 Base Total: 677.0 1387.8 As-Built Total: 677.0 1387.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 88.0(p) 8.9 783.2 Slab-On-Grade Edge Insulation 0.0 88.0(p) 18.80 1654.4 Raised 0.0 0.00 0.0 Base Total: 783.2 As-Built Total: 88.0 1654.4 INFILTRATION Area X BWPM = Points Area X WPM = Points 1349.0 -0.59 -795.9 1349.0 -0.59 795.9 EnergyGauge®DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 ti WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1930 Francis Ave,Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT Winter Base Points: 9218.1 Winter As-Built Points: 9251.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 30000 btuh ,EFF(7.8)Ducts:Unc(S),Unc(R),Int(AH),R6.0 9251.0 1.000 (1.069 x 1.169 x 0.88) 0.437 1.000 4465.3 9218.1 0.6274 5783.4 9251.0 1.00 1.104 0.437 1.000 4465.3 } EnergyGaugeTm DCA Form 600A-2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 4 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1930 Francis Ave, Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2635.00 10540.0 50.0 0.92 4 1.00 2635.00 1.00 10540.0 As-Built Total: 10540.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 7950 5783 10540 24274 4856 4465 10540 19861 PASS �0��ttE srq), ; a l�CDD ww—E, . n EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FIaRES2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 A. Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1930 Francis Ave, Atlantic Beach, FL, 32233- PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTSSECTIONC — - - - -- - - -- -- - - -- _ REQUIREMENTS FOR EACH PRACTICE CHECK _ I Maximum 3 cfm/sq ft.window area 5 cfm/sq ft door area. -t Exterior Windows&Doors 606 1 ABC.1.1 Exterior&Adjacent Walls�606.1.ABC.1.2.1 Caulk, gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall, foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility penetrations; between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends _ from,and is sealed to,the foundation to the to_ .late Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to theperimeter-penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-storyHouses 606.1.ABC.1.2.5 I Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES-(must-be met_orexceeded-_by all residences.) -- COMPONENTS _ SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2.Switch or clearly marked cir I breaker felectricyor cutoff(gas)must_be_.provided. External or built-in heat trap required. _ Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal i efficiency of 78%0.__— Shower heads 612.1 1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. -- — ---- Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics R-6 min.insulation. HVAC Controls 607.1 Separate readies accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. I Common ceiling&floors R-11. EnergyGaugeTA°DCA Form 60OA-2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.4 The higher the score,the more efficient the home. Beaches Habitat, 1930 Francis Ave, Atlantic Beach, FL, 32233- 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:20.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 13.00 _ 4. Number of Bedrooms 4 _ b. N/A _ 5. Is this a worst case? No 6. Conditioned floor area(ft') 1349 ftz _ c. N/A _ 7. Glass type and area:(Label reqd.by 13-104.4.5 if not default) a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default) 114.0 ftz - a. Electric Heat Pump Cap:30.0 kBtu/hr _ b. SHGC: HSPF:7.80 _ (or Clear or Tint DEFAULT) 7b. (Clear) 114.0 ftz - b.N/A _ 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0,88.0(p)ft _ c. N/A b. N/A _ c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0, 1030.0 ftz _ EF:0.92 b.Frame,Wood,Adjacent R=11.0, 124.0 ft2 _ b. N/A _ c. N/A _ d. N/A c. Conservation credits _ e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0,677.0 ftz _ 15. HVAC credits b. N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A _ HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH(Sealed):Interior Sup.R=6.0,25.0 ft _ MZ-C-Multizone cooling, b. N/A _ MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) yo�z STATF0 in this home before fmal inspection.Otherwise,a new EPL Display Card will be completed �, ,,,;': _` 1 based on installed Code compliant features. Builder Signature: Date: 0 a Address of New Home: City/FL Zip: j�COD WEA *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStarTmdesignation), your home may gualify for energy efficiency mortgage(EEM)incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters.For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. 1 Predominant glass type.For actual glass type and areas see Summer&Winter Glass output on ages 2&4. K✓ ergyGauge®(Version: FRCS�B v4.0) 1930 Francis A ve HVAC Load Calculations for Beaches Habitat P. O. Box 50939 Jacksonville Beach, FL 32240 am Mk ftSIDZMnAL R'r' HVAC LOAD$ Prepared By: Glenn Jones Ocean State Heating and Air Conditioning 1476 Atlantic Blvd. Neptune Beach, FL 32266 (904)249-8251 Wednesday,July 05,2006 Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C 1930 Francis Ave Neptune Beach, FL 32266-1798 Page 2 Project Report General Project Information - Project Filename: C:\Elite\Rhvacw\Projects\Beaches Habitat\1928francis.rhv Project Title: 1930 Francis Ave Designed By: Ocean State Heating &Air Conditioning Project Date: Wednesday, July 05, 2006 Client Name: Beaches Habitat Client Address: P. 0. Box 50939 Client City: Jacksonville Beach, FL 32240 Client Phone: 241-1222 Company Name: Ocean State Heating and Air Conditioning Company Representative: Glenn Jones Company Address: 1476 Atlantic Blvd. Company City: Neptune Beach, FL 32266 Company Phone: (904)249-8251 Company Fax: (904) 249-8949 Company Comment: i Design Data Reference City. Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor: 0.999 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Dry Bulb Difference Winter: 32 0 0 72 0 Summer: 94 77 50 75 48 CheckFigures _ ---- --- - ----------------- Total Building Supply M. 910 (5.1 AC/hr) CFM Per Square ft.: 0.674 Square ft. of Room Area: 1,349 Square ft. Per Ton: 623 - - - I . Building Loads_ - -- - ---- Total Heating Required With Outside Air: -------2---2-,-640-----Btuh 22.640 MBH Total Sensible Gain: 19,997 Btuh 85 % Total Latent Gain: 3,500 Btuh 15 % Total Cooling Required With Outside Air: 23,497 Btuh 1.96 Tons (Based On Sensible +Latent) 2.16 Tons (Based On 77%Sensible Capacity) Notes - - -- - Calculations are based on 7th edition of ACCA Manual J. - - All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. n.tr,a_t-1---_---.tf1.._.__a_l I't___L_� 17_L:a�tllnnAl....... ..1-.. 1A/...J.........J.... 1..1..nL nnn!-' n.y4 A\A Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C 1930 Francis Ave Neptune Beach,FL 32266 1798 Page 3 Load Preview Resort Sens Lat Net Sens Win Sum Adj Sys Duct Scope Area Gain Gain Gain Loss CFM CFM CFM CFM Size Building: 1.96 Net Tons, 2.16 Recommended Tons, 623 ft.2/Ton 22.64 MBH Heating - - Building 1,349 19,997 3,500 23,497 22,640 294 910 910 System 1: 1.96 Net Tons, 2.16 Recommended Tons 623 ft.2/Ton 22.64 MBH Heating System 1 1,349 19,997 3,500 23,497 22,640 294 910 910 18 Zone 1 1,349 19,997 3,500 23,497 22,640 294 910 910 1-Kit/Dining 202 3,331 137 3,468 1,927 25 152 189 152 2-6 2-Great Rm. 203 3,110 1,068 4,178 7,580 99 141 177 141 2-6 3-Bed 2 142 2,304 459 2,763 3,272 43 105 105 105 1-6 4-Stairs 85 263 0 263 1,062 14 12 12 12 1-4 5-Bath 1 84 0 0 0 0 0 0 0 0 0-0" 6-Bed 4 126 2,164 459 2,623 1,850 24 98 123 98 1-7 7-Bed 3 126 2,428 459 2,887 2,317 30 110 138 110 2-5 8-M. Bed 170 2,940 689 3,629 2,525 33 134 134 134 2-5 9-Stairs-Up 71 1,778 229 2,007 1,885 25 81 81 81 1-5 10-Bath 2 140 1,679 0 1,679 222 3 76 76 76 1-5 i i n.Xr-M n ...,,....XM .;. _4_\Q..__. ,__ U-64n+\10004r--- Worinocrinu hih/Or, 9MA Q•11 ARA Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C 1930 Francis Ave Neptune Beach, FL 32266-1798 -- - - - - - - - - Page 4 Total Building► Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 114 3,306 0 7,006 7,006 11C Door Metal Polystyrene Core 40 752 0 424 424 12C Wall R-11 + 1/2" Gypsum(R-0.5) 1030 3,706 0 2,094 2,094 13C Part R-11 + 1/2" Gypsum(R-0.5) 124 245 0 178 178 16G Ceiling Under Vent. Attic- R-30 Insulation 677 893 0 961 961 22A Slab on Grade No Edge Insulation 88 2,851 0 0 0 Subtotals for structure: 11,753 D 10,663 10,663 People: 5 1,150 1,500 2,650 Equipment: 0 3,000 3,000 Lighting: 0 0 0 Ductwork: 3,772 0 3,333 3,333 Infiltration: Winter CFM: 162, Summer CFM: 72 7,115 2,350 1,501 3,851 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Sensible Gain Total: 19,997 Temperature Swing Multiplier: X 1.00 Total Building Load Totals: 22,640 3,500 19,997 23,497 Check Figures Total Building Supply CFM: 910 (5.1 AC/hr) CFM Per Square ft.: 0.674 Square ft. of Room Area: 1,349 Square ft. Per Ton: 623 Building Loads Total Heating Required With Outside Air: 22,640 Btuh 22.640 MBH Total Sensible Gain: 19,997 Btuh 85 % Total Latent Gain: 3,500 Btuh 15 % Total Cooling Required With Outside Air: 23,497 Btuh 1.96 Tons (Based On Sensible+ Latent) 2.16 Tons (Based On 77%Sensible Capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. I n. rra n ... ,.. o. : aaQ h.� LJnhi+n+\i�OGfronnic rhv Wcrinccrinv _hdo09; 9nnF Q•11 AAA Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C 1930 Francis Ave Neptune Beach,FL 32266-1798 _- Page 5_ System I Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 114 3,306 0 7,006 7,006 11C Door Metal Polystyrene Core 40 752 0 424 424 12C Wall R-11 + 1/2" Gypsum(R-0.5) 1030 3,706 0 2,094 2,094 13C Part R-11 + 1/2" Gypsum(R-0.5) 124 245 0 178 178 16G Ceiling Under Vent. Attic- R-30 Insulation 677 893 0 961 961 22A Slab on Grade No Edge Insulation 88 2,851 0 0 0 Subtotals for structure: 11,753 0 10,663 10,663 People: 5 1,150 1,500 2,650 Equipment: 0 3,000 3,000 Lighting: 0 0 0 Ductwork: 3,772 0 3,333 3,333 Infiltration: Winter CFM: 162, Summer CFM: 72 7,115 2,350 1,501 3,851 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Sensible Gain Total 19,997 Temperature Swing Multiplier: X 1.00 System 1 Load Totals: 22,640 3,500 19,997 23,497 Check Figures Supply CFM: 910 (5.1 AC/hr) CFM Per Square ft.: 0.674 Square ft. of Room Area: 1,349 Square ft. Per Ton: 623 System Loads Total Heating Required With Outside Air. 22,640 Btuh 22.640 MBH Total Sensible Gain: 19,997 Btuh 85 % Total Latent Gain: 3,500 Btuh 15 % Total Cooling Required With Outside Air: 23,497 Btuh 1.96 Tons (Based On Sensible + Latent) 2.16 Tons (Based On 77% Sensible Capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. II i i i i I Wnki+n+\1Q9.Qfrnnrie rhv Warinact{av .hfly 0.r% 9noR. 9.11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C 1930 Francis Ave Neptune Beach, FL 32266-1798 - - - - - - -- -- - - - Page 6 System I Room Load Summary Htg Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Kit/Dining 202 1,927 25 2-6 482 3,331 137 152 1.25 189 152 2 Great Rm. 203 7,580 99 2-6 450 3,110 1,068 141 1.25 177 141 3 Bed 2 142 3,272 43 1-6 534 2,304 459 105 1.00 105 105 4 Stairs 85 1,062 14 1-4 137 263 0 12 1.00 12 12 5 Bath 1 84 0 0 0-0 0 0 0 0 1.00 0 0 6 Bed 4 126 1,850 24 1-7 461 2,164 459 98 1.25 123 98 7 Bed 3 126 2,317 30 2-5 506 2,428 459 110 1.25 138 110 8 M. Bed 170 2,525 33 2-5 491 2,940 689 134 1.00 134 134 9 Stairs-Up 71 1,885 25 1-5 593 1,778 229 81 1.00 81 81 10 Bath 2 140 222 3 1-5 560 1,679 0 76 1.00 76 76 System 1 total 1,349 22,640 294 19,997 3,500 910 1,035 910 System 1 Main Trunk Size: 18 in. Velocity: 515 ft./min Loss per 100 ft.: 0.039 in.wg Cooling System Summa Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.96 85%/ 15% 19,997 3,500 23,497 Recommended: 2.16 77%/23% 19,997 5,973 25,970 II ii III j r•��r+��oh„�. .,��..,o.+c\Rc�nc�c Pnhitnt\1Q9Rfrannic rhv Wpr'Inp.Rrinv .iiilyn5 PnnR 4.11 AM I4M M FirsoGe Tims Desi M n�x�eer Lamb me A.Paine,PE Project Information for: J170017 x Maas Builder: Beaches Habitatn � LLC Address: 192&1930 Francis Ave. °n ilk,YL 32244 Atlantic Beach, FL 32233 y 13, 2006 County: Duval Truss Count: 15 Design Program: MiTek 20/20 6.3 Building Code: FBC2004rrPI2002 Truss Design Load Information: Gravity: Wind: Roof(psf): 42.0 Wind Standard: ASCE 7-02 Wind Exposure: C Floor(psf): N/A Wind Speed (mph): 120 Note: See the individual truss drawings for special loading conditions. Engineer of Record:Charles M. Rhodebeck, PE Florida P.E. License No. 26497 Address: 6550 Roosevelt Blvd. Jacksonville, Florida 32244 Truss Design Engineer:Lawrence A. Paine, PE Florida P.E. License No. 21475 Company: Builders FirstSource-Florida, LLC Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244 Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record,as defined in ANSI/TPI 1-2002 Section 2.2 2.The seal date shown on the individual truss component drawings must match the seal date on this index sheet. 3.The loads indicated on all referenced girder trusses are consistent with the truss placement plan numbered A 70017 provided by Builders First Source-Jacksonville,FL and dated 07/12/2006. Loads applied by non-truss elements and basic load parameters/design criteria are to be reviewed and approved by the Engineer of Record/Building Designer. Otherwise,the Truss Design Engineer's responsibilities are limited as stated in Chapter 2 of ANSI/TPI 1-2002. No. Drw . # Truss ID Date 1 J1690390 CJ01 7/13/06 2 J1690391 CJ02 [7/13/06 13 I J1690392 I EJ03 1 7/13106 14 I J1690393 I HJ03 1 7/13/06 1 L5 IJ1690394 I T01 7/13/06 I 16 I J 1690395 I T02 7/13/06 17 IJ1690396 I T03 17/13/06 1 18 I J1690397 I T04 7/13/06 ) 19 I J1690398 I T06 7/13/06 10 I J 1690399 1 T07 1 7/13/06 11 IJ1690400 I T08 7/13%6 J 12 J1690401 Tll 113 IJ1690402 I T12 1 7/13/06 1 114 I J1690391A I CJ02 ALT 1 7/13/06 1 115 IJ1690401AI T11_ALT 1 7/13/06 I Job- Truss Truss Type Qty Ply 00 J1690390 J170017 CJ01 JACK 4 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Thu Jul 13 11:36:47 2006 Page 1 -2-0-0 1-9-14 _ a 2-0-0 1-9-14 Scale=1:11.3 3 7.00 F12 2 3x6 i 5 1 3x6 11 1-9-14 1-9-14 Plate Offsets(X Y): [2:0-3-0,0-1-6], [2:0-0-0,0-0-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.02 Vert(TL) -0.00 2 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 12 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 1-9-14 oc purlins. SLIDER Left 2 X 4 SYP No.3 1-4-14 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=252/0-3-8,5=27/Mechanical,4=-15/Mechanical Max Horz 2=216(load case 5) Max Uplift 2=-339(load case 5),4=-50(load case 6) Max Grav 2=252(load case 1),5=27(load case 1),4=9(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/43,2-3=-75/15, 3-4=-28/5 BOT CHORD 2-5=0/0 JOINT STRESS INDEX 2=0.34,2=0.14 and 3=0.00 NOTES 1)Wind:ASCE 7-02; 120mph(3-second gust); h=21ft;TCDL=4.2psf; BCDL=3.Opsf;Category 11; Exp C; pa iall ' MWFRS gable end zone and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions Truss Design Engineer:Lawrence A.Paine,PE specified. Florida PE No.21475 2)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi Builders FirstSource-Florida,LLC 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 339 6550 Roosevelt Blvd.Jacksonville,FL 32244 Ib uplift at joint 2 and 50 Ib uplift at joint 4. July 13,2006 LOAD CASES Standard Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE .. This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and I or contractor per ANSI I TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection ou and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 { > tS Y�4t _:rc e.. Jobe Truss Truss Type Qty Ply 00 J1690392 J170017 EJ03 JACK 18 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries,Inc. Thu Jul 13 11:36:48 2006 Page 1 -2-0-0 3-0-0 2-0-0 3-0-0 4 Scale=1:14.3 7.00 12 3 2 3x6 G 5 1 3x6 11 3-0-0 r 3-0-0 Plate Offsets(X Y)• [2:0-3-0,0-1-6],[2:0-0-0,0-0-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.00 2-5 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.01 2-5 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 3-0-0 oc purlins. SLIDER Left 2 X 4 SYP No.3 1-9-1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 4=40/Mechanical,2=275/0-3-8,5=44/Mechanical Max Horz 2=277(load case 5) Max Uplift 4=-115(load case 6),2=-317(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/43,2-3=-76/0, 3-4=-64/11 BOT CHORD 2-5=0/0 JOINT STRESS INDEX 2=0.36,2=0.15 and 3=0.00 NOTES 1)Wind:ASCE 7-02; 120mph(3-second gust); h=21ft;TCDL=4.2psf; BCDL=3.Opsf;Category II; Exp C;partially; MWFRS gable end zone and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. Truss Design Engineer:Lawrence A.Paine,PE 2)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi Florida PE No.21475 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 115 Ba&rs Firsts,=.-Florida,LLC Ib uplift at joint 4 and 317 Ib uplift at joint 2. 6550 Roosevelt Blvd.Jacksonville,FL 32244 LOAD CASE(S) Standard July 13,2006 Warning-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE iM This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is thei W1 responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute 583 D'Onofrio Drive,Madison,WI 53719 10FIrstSourc ' and bracing,consult BCSI-1 or HIB-91 HandlingInstallin and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, Job' Truss Truss Type Qty Ply 00 J1690393 J170017 HJ03 JACK 4 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries,Inc. Thu Jul 13 11:36:49 2006 Page 2 NOTES 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 10 Ib uplift at joint 4,294 Ib uplift at joint 5 and 337 Ib uplift at joint 2. 4) In the LOAD CASE(S)section, loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Regular:Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) Vert: 1-8=-54 Trapezoidal Loads(plf) Vert:2=-7(F=11, B=11)-to-5=-151(F=-61, B=-61) Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 July 13,2006 Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE �, This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. 'Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the &rs I responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, �" 0 � 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 P Af Jobe Truss Truss Type Qty Ply 00 J1690394 J170017 T01 GABLE 2 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries,Inc. Thu Jul 13 11:36:50 2006 Page 2 NOTES 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 565 Ib uplift at joint 2 and 164 Ib uplift at joint 5. 7) In the LOAD CASE(S)section, loads applied to the face of the truss are noted as front(F)or back(B). 8)The building designer is responsible for the design of the roof and ceiling diaphragms, gable and shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end. All connections to be specified by the building designer. Bottom chord must be laterally braced for horizontal wind loads. Bottom chord bracing and its connections to be specified by the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) Vert: 1-4=-114(F=-60),2-5=-30 Tmss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 July 13,2006 Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 BEFORE USE Nib a This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection oudac and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, ("'�"m Source 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 1!!It 1I' Job Truss Truss Type Qty Ply 0 0 J1690396 5J170017 T03 MONO TRUSS 10 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries,Inc. Thu Jul 13 11:36:50 2006 Page 1 -2-0-0 4-0-0 2x4 II 2-0-0 4-0-0 sc 0.2 4.00 F12 2 2x4= 1 4 2x4 11 4-0-0 4-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) -0.01 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.02 2-4 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 4-0-0 oc purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=309/0-3-8,4=121/Mechanical Max Horz 2=144(load case 3) Max Uplift 2=-291(load case 3),4=-81(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-67/15 BOT CHORD 2-4=0/0 WEBS 3-4=-65/169 JOINT STRESS INDEX 2=0.43, 3=0.09 and 4=0.09 NOTES 1)Wind:ASCE 7-02; 120mph(3-second gust); h=21ft;TCDL=4.2psf; BCDL=3.Opsf;Category ll; Exp C;partially; MWFRS and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 291 Truss Design Engineer:Laurence A.Paine,PE Ib uplift at joint 2 and 81 Ib uplift at joint 4. Florida PE No.21475 Builders FirstSource-Florida,LLC LOAD CASE(S) Standard 6550 Roosevelt Blvd.Jacksonville,FL 32244 July 13,2006 Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MTek connectors. '. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the O responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 ti Job Truss Truss Type Qty Ply 00 31690397 �J170017 T04 GABLE 2 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries,Inc. Thu Jul 13 11:36:51 2006 Page 2 NOTES 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 59 Ib uplift at joint 5,266 Ib uplift at joint 2 and 111 Ib uplift at joint 6. 6) In the LOAD CASE(S)section, loads applied to the face of the truss are noted as front(F)or back(B). Loading has been calculated by the truss manufacturer. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) Vert: 1-2=-54 Trapezoidal Loads(plf) Vert:2=-55(F=-1)-to-4=-63(F=-9),2=-31(F=-1)-to-5=-39(F=-9) Thus Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 July 13,2006 Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 111II-7473 BEFORE USE iiiiiiiiiiiiiiiiis oft &a a This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI t as referenced by the building code. For general guidance regarding storage,delivery,erection RJUMMM and bracing,consult SCSI- or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onotrio Drive,Madison,WI 53719 31 Job Truss Truss Type Qty Ply 00 J1690398 1 1170017 T06 HIP 2 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Apr 19 2006 MiTek Industries,Inc. Thu Jul 13 11:44:47 2006 Page 2 NOTES 6) In the LOAD CASE(S)section, loads applied to the face of the truss are noted as front(F)or back(B). Loading has been calculated by the truss manufacturer. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plo Vert: 1-3=-54, 3-7=-64(F=-10),7-9=-54,2-14=-30, 10-14=-35(F=-5),8-10=-30 Concentrated Loads(lb) Vert:2=-258(F) 14=-131(F) 10=-131(F) Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 July 13,2006 Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7475 BEFORE USE ,. This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection au 1 ' d S and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 5 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 111sou Job Truss Truss Type Qty Ply 00 J1690399 J170017 T07 HIP 2 1 Job Reference o tional Builders First Source,Jacksonville,Florida 32244 6.300 s Apr 19 2006 MiTek Industries, Inc. Thu Jul 13 11:45:53 2006 Page 2 NOTES 6) In the LOAD CASE(S)section, loads applied to the face of the truss are noted as front(F)or back(B). Loading has been calculated by the truss manufacturer. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. LOAD CASE(S) Standard 1) Regular:Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) Vert: 1-4=-54,4-6=-54,6-9=-54,2-8=-30 Concentrated Loads(lb) Vert:2=-258(F) Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSouxce-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 July 13,2006 Warning•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M147473 BEFORE USE .. I This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Sir Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the �. responsibility of building designer and/or contractor per ANSI I TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection ■■ ! k6wes and bracing,consulti or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, �"•` 6300 Enterprise Lane,,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 fig Job Truss Truss Type Qty Ply 00 J1690400 X170017 T08 HIP 2 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Apr 19 2006 MiTek Industries,Inc. Thu Jul 13 11:46:36 2006 Page 2 NOTES 6) In the LOAD CASE(S)section, loads applied to the face of the truss are noted as front(F)or back(B). Loading has been calculated by the truss manufacturer. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. LOAD CASE(S) Standard 1) Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-4=-54,4-5=-54,5-8=-54,2-7=-30 Concentrated Loads(lb) Vert:2=-258(F) Tnsss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 5550 Roosevelt Blvd.Jacksonville,FL 32244 July 13,2006 Werning•VerNy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE ! lm�qmnnmnm VMS, as This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and I or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection - and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, I y ,EMMA p'^y 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 t1 ''++yi, - ' [Job—' —Truss Truss Type Qty Ply 0 0 J1690401 sJ170017 T11 COMMON 14 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries,Inc. Thu Jul 13 11:36:55 2006 Page 2 LOAD CASE(S) Standard Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 July 13,2006 A& Warning•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-T473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 1 '"► ,�„iR".^+t� Vi6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,W 153719 �s+,� Job, Truss Truss Type Qty Ply 00 J1690402 yJ170017 T12 GABLE 2 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries,Inc. Thu Jul 13 11:36:57 2006 Page 2 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-97/40, 3-4=-37/90,4-5=-17/103,5-6=-20/139, 6-7=-20/187,7-8=-6/185,8-9=-20/235, 9-10=-21/282, 10-11=-21/332, 11-12=-22/371, 12-13=-22/371, 13-14=-21/332, 14-15=-21/282, 15-16=-20/235, 16-17=-17/186, 17-18=-20/187, 18-19=-20/139, 19-20=-17/90,20-21=-26/52,21-22=-40/24,22-23=0/34 BOT CHORD 2-40=0/176, 39-40=0/176, 38-39=0/176, 37-38=0/176, 36-37=0/176, 35-36=0/176,34-35=0/176, 33-34=0/176, 32-33=0/176, 31-32=0/176, 30-31=0/176,29-30=0/176,28-29=0/176,27-28=0/176,26-27=0/176,25-26=0/176, 24-25=0/176,22-24=0/176 WEBS 12-32=-101/0, 11-33=-104/140, 10-34=-100/173,9-35=-96/160,8-36=-95/162,6-37=-91/158, 5-38=-92/157, 4-39=-55/120, 13-31=-104/140, 14-30=-100/173, 15-29=-96/160, 16-28=-95/162, 18-27=-91/158, 19-26=-92/157, 20-25=-55/120,3-40=-153/233,21-24=-153/233 JOINT STRESS INDEX 2=0.43,3=0.33,4=0.33,5=0.33,6=0.00,7=0.30, 8=0.33,9=0.33, 10=0.33, 11 =0.33, 12=0.22, 13=0.33, 14= 0.33, 15=0.33, 16=0.33, 17=0.30, 18=0.00, 19=0.33,20=0.33,21 =0.33,22=0.43,24=0.33, 25=0.33,26=0.33, 27=0.33,28=0.33,29=0.33, 30=0.33, 31 =0.33,32=0.19,33=0.33,34=0.33,35=0.33,36=0.33, 37=0.33,38= 0.33, 39=0.33 and 40=0.33 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind:ASCE 7-02; 120mph(3-second gust); h=21ft;TCDL=4.2psf;BCDL=3.Opsf;Category II; Exp C; partially; MWFRS and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)All plates are 2x4 MT20 unless otherwise indicated. 4) Truss requires continuous bottom chord bearing. 5) Studs spaced at 1-4-0 oc. 6)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 261 Ib uplift at joint 2,5 Ib uplift at joint 32, 113 Ib uplift at joint 33, 127 Ib uplift at joint 34, 117 Ib uplift at joint 35, 116 Ib uplift at joint 36, 113 Ib uplift at joint 37, 104 Ib uplift at joint 38, 101 Ib uplift at joint 39, 109 Ib uplift at joint 31, 128 Ib uplift at joint 30, 117 Ib uplift at joint 29, 116 Ib uplift at joint 28, 113 Ib uplift at joint 27, 104 Ib uplift at joint 26, 101 Ib uplift at joint 25,275 Ib uplift at joint 22, 165 Ib uplift at joint 40 and 165 Ib uplift at joint 24. 8) In the LOAD CASE(S)section, loads applied to the face of the truss are noted as front(F)or back(B). Loading has been calculated by the truss manufacturer. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) Vert: 1-2=-54,22-23=-54 Trapezoidal Loads(plf) Vert:2=-55(F=-1)-to-12=-79(F=-25), 12=-79(F=-25)-to-22=-55(F=-1), 2=-31(F=-1)-to-32=-55(F=-25), 32=-55(F=-25)-to-22=-31(F=-1) Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 July 13,2006 A& Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. I Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection OUI&I and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 }} c Job Truss Truss Type Qty Ply 00 J1690391 J170017 CJ02_ALT JACK 2 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Apr 19 2006 MiTek Industries,Inc. Thu Jul 13 11:39:41 2006 Page 2 Loading has been calculated by the truss manufacturer. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) Vert: 1-3=-54,2-4=-30 Concentrated Loads(lb) Vert:2=-258(F) Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstScn=e-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 July 13,2006 Warring-Verify design parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult ,Madison, or,WI 5 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 6300 Enterprise Lane,Madison,W 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply 00 IJ170017 T11_ALT COMMON 16 1 J1690401 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Apr 19 2006 MiTek Industries, Inc. Thu Jul 13 11:47:26 2006 Page 2 NOTES 5) In the LOAD CASE(S)section, loads applied to the face of the truss are noted as front(F)or back(B). Loading has been calculated by the truss manufacturer. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. LOAD CASE(S) Standard 1) Regular:Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) Vert: 1-4=-54,4-7=-54,2-6=-30 Concentrated Loads(lb) Vert:2=-258(F) Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 July 13,2006 AL Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection Wers and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 1 BEARING HEIGHT 5GHEDULE 8I 1-11b" Q!1 L LU G 61 > W c n c. Q E a LL U- U- " u 2 20 a+ aa � r,•. G 1 2 XJoc'otE� u In v ~ N (� M 0 " L-L Z ry m a c ° d z " 6 c mo rz C3 z V) a• Q w u iV C G .Q J L- ti•�'v, LL CL V t p1 U'E, O 4 LLA C 3 � voac`; Ll. p�CrDmw C Q1 CS p O V. a >y G e Y eC O, E fes; C d w L' 0 �, u F- ULD D L t 1.J REFER TO HIB 91(RE60MMENDATIONS FOR HANDLING IN5TALLATION AND TEMPORARY GRACING. REFER TO EN6INEERE0 DRAWIN65 FOR PERMANENT BRACIN6 REQUIRED. 2.)ALL TRU55E5(IN6LUD1N6 TRU55E5 UNDER VALLEY FRAMING)MUST DE COMPLETELY DECKED OR REFER TO DETAIL V105 FOR ALTERNATE BRACING REQUIREMENT5. 5)ALL VALLEYS ARE TO DE CONVENTIONALLY FRAMED DY GUILDER, 4.)ALL TRU55E5 ARE DE5IGNED FOR T o.6. MAXIMUM 5PA6IN6.UNlE55 OTHERWISE NOTED. 5)ALL WALLS SHOWN ON PLACEMENT Nlz O O O C PLAN ARE CON5I0ERED TO DE LOAD I LL- U-- BEARING.LNLE55 OTHERWI5E NOTED. 6.)5Y42 TRU5SE5 MUST 5E INSTALLED WITH THE TOP BEING UP. 7.)BEAM/HEADERILINTEL(HDR)TO 5E O FURNISHED DY 5UILDER, O � O � r586-755-68q4 ilders tSource unnell 46 FAX:386-437-39,14 ksonville 00 FAX:904-772-1973ke City 894 FAX:386-755-7973anford HONE,407-322-0059 FAX:407-322-5553 BEACHES HADITAT ECAC ADDLE55: M8-1930 FRANCI5 AVE. QEL 51ON 4 6DRM DUPLEX N A(E. 6/13/06 RAH J170017 inBUI&M FirstSeurce Project Information for: J170017F Builder: Beaches Habitat Lot : 1928-1930 Francis Ave. Subdivision: Atlantic Beach, FL 32233C**06 County: Duval Truss Count- 11 Design Program: MiTek 20120 6.3 Building Code: FBC2004/TP12002 Truss Design Load Information: Gravity: Wind: Roof(psf): NIA Wind Standard: N/A Wind Exposure: N/A Floor(psf): 55.0 Wind Speed (mph): N/A Note: See the individual truss drawings for special loading conditions. Engineer of Record: Charles M. Rhodebeck, PE Florida P.E. License No. 26497 Address: 6550 Roosevelt Blvd. Jacksonville, Florida 32244 Truss Design Engineer:Lawrence A. Paine, PE Florida P.E. License No. 21475 Company: Builders FirstSource-Florida, LLC Address: 6550 Roosevelt Blvd.Jacksonville, FL 32244 Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record,as defined in ANSVTPI 1-2002 Section 2.2 2.The seal date shown on the individual truss component drawings must match the seat date on this index sheet. 3.The loads indicated on all referenced girder trusses are consistent with the truss placement plan numbered J170017F provided by Builders First Source-Jacksonville,FL and dated 06/2312006. Loads applied by non-truss elements and basic load parameters/design criteria are to be reviewed and approved by the Engineer of Record/Building Designer. Otherwise,the Truss Design Engineer's responsibilities are limited as stated in Chapter 2 of ANSI/TPI 1-2002. No. Dcw_ .# Truss ID Date 1 J1685480 F01 715106 2 J1685481 F02 17/5/06 3 J1685482 F03 7/5/06 4 IJ1685483 F04 7/5106 5 IJ1685484 F05 7/5/06 6 IJ1685485 F06 7/5/06 7 J1685486 F07 7/5/06 8 J1685487 F08 7/5106 9 J1685488 F09 7/5/06 10 J1685489 F10 7/5/06 11 J1685490 1 F-KW 7/5/06 . Jqb Truss Truss Type Qty Ply J1685480 J170017F F01 FLOOR 10 1 Job Reference(optional) " Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries,Inc. Fri Jun 30 10:16:012006 Page 1 0-1-8 H r 1-3-0 l 1-2-2 I 0{1 8 Sc1:24.9 46— 46= 1x3= 1x3 11 1x3 II 1x3= 1 2 3 4 5 6 7 8 18 0 a 15 14 13 12 11 10 4x6= 4x6= 14-5-2 14-5-2 Plate Offsets(X,Y): [1:Edge,0-1-8],(8:0-1-8,Edge],112:0-1-8,Edge],[13:0-1-8 Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.33 Vert(LL) -0.09 13 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.50 Vert(TL) -0.14 13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 76 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 4 X 2 SYP No.2 6-0-0 oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 16=773/0-1-10, 9=773/0-3-0 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 16-17=-768/0, 1-17=-767/0,9-18=-768/0,8-18=-767/0, 1-2=-763/0,2-3=-1794/0, 3-4=-2270/0,4-5=-2270/0, 5-6=-2270/0,6-7=-1794/0,7-8=-763/0 BOT CHORD 15-16=0/40, 14-15=0/1431, 13-14=0/2128, 12-13=0/2270, 11-12=0/2128, 10-11=0/1431,9-10=0/40 WEBS 8-10=0/983, 1-15=0/983, 7-10=-929(0,2-15=-929/0,7-11=0/504,2-14=0/504, 6-11=-465/0, 3-14=-465/0,6-12=-62/400,3-13=-62/400,4-13=-191/0,5-12=-191/0 ' JOINT STRESS INDEX 1 =0.56,2=0.59,3=0.47,4=0.24,5=0.24,6=0.47,7=0.59,8=0.56,9=0.59, 10=0.62, 11 =0.59, 12=0.42, 13= 0.42, 14=0.59, 15=0.62, 16=0.59, 17=0.00, 17=0.00, 18=0.00 and 18=0.00 NOTES 1) Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3) All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi Truss Dern Enemer:Lwwrence A.Paine,PE 4) Provide mechanical connection(by others)of truss to bearing plate at joint(s) 16. Florida PE No.21475 5) Recommend 2x6 strongbacks,on edge, spaced at 10-0-0 oc and fastened to each truss withal lders Fiustsource-Florida,LLC 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other mfg Roosevelt Blvd.Jackson%-Me,FL 32244 Continued on page 2 July 5,2006 Warning•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection in wil&VS and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 FirstSource Job Truss Truss Type J1685481 IJ170017F F02 FLOOR 4 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 a Feb 15 2006 MiTek Industries,Inc. Fri Jun 30 10:16:012006 Page 1 0-1-6 H 1- 1-3-0 I 1-0-8 0 1 1 8; s� =1:24.7 46= 46= 1x3— 1x3 II 1x3 II 1x3 0 1 2 3 4 5 6 7 8 18 0 a 16 15 14 13 12 11 10 46= 4x6 Simpson THA422 into Beam by others. i 1-6-0 4-0-0 10-3-8 12-9-8 14 8 r 1-6-0 2-6-0 6-3-8 2-6-0 1-6-0 Plate Offsets(X,Y): [1:Edge,0-1-81,18:0-1-8,Edge],[12:0-1-8 Edge],[13:0-1-8 Edge) LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.33 Vert(LL) -0.09 13 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.49 Vert(TL) -0.14 13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code FBC2004ITP12002 (Matrix) Weight: 76 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 4 X 2 SYP No.2 6-0-0 oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Recommended hanger connection based on manufacturer tested capacities and nail calculations. Conditions may exist that require REACTIONS (Ib/size) 16=766/Mechanical, 9=766/0-3-0 different connections than indicated. Refer to manufacturer publication for additional information. Hanger connection to be reviewed and FORCES (lb)-Maximum Compression/Maximum Tension approved by the Architect/Engineer of Record. TOP CHORD 16-17=-761/0, 1-17=-760/0,9-18=-761/0,8-18=-760/0, 1-2=-754/0,2-3=-1770/0, 3-4=-2229/0,4-5=-2229/0, 5-6=-2229/0,6-7=-1770/0,7-8=-754/0 BOT CHORD 15-16=0/39, 14-15=0/1415, 13-14=0/2097, 12-13=0/2229, 11-12=0/2097, 10-11=0/1415, 9-10=0/39 WEBS 8-10=0/972, 1-15=0/972,7-10=-919/0,2-15=-919/0,7-11=0/494,2-14=0/494, 6-11=-455/0, 3-14=-455/0, 6-12=-70/381, 3-13=-70/381,4-13=-180/4,5-12=-180/4 JOINT STRESS INDEX 1 =0.56,2=0.58,3=0.44,4=0.23,5=0.23,6=0.44,7=0.58,8=0.56,9=0.58, 10=0.61, 11 =0.58, 12=0.40, 13= 0.40, 14=0.58, 15=0.61, 16=0.58, 17=0.00, 17=0.00, 18=0.00 and 18=0.00 NOTES 1)Unbalanced floor live loads have been considered for this design. Truss Design Engineer:Lawrence A.Paine,PE 2)All plates are 3x4 MT20 unless otherwise indicated. Florida PE No,21475 3)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi Sanders FinSt$ource-Florida,LLC 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with6550 FLoosevelt Sled.Jacksonville,FL 3244 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. July 5,2006 LOAD CASES Standard Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7477 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including ail temporary and permanent bracing,is the responsibility of building designer and I or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection gI&JI&rs and bracing,consult BCS I-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Jvb Truss Truss Type Qty Ply J1685482 J170017F F03 FLOOR 10 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 a Feb 15 2006 MiTek Industries,Inc. Fri Jun 30 10:16:02 2006 Page 2 LOAD CASE(S) Standard Truss Design Engineer:Laurence A.Paine,PE Florida PE No.21475 Builders FintSoun:e-Florid4 LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 July 5,2006 Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M111.7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including alt temporary and permanent bracing,Is the responsibility of building designer and/or contractor per ANSI I TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection jo&*Ws and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,i WTCA Center, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate institute,583 D'Onoirio Drive,Madison,WI 53719 i S o u[ R Sob Truss Truss Type Qty Ply J170017F F04 FLOOR 10 1 J1685483 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 a Feb 15 2006 MiTek Industries,Inc. Fri Jun 30 10:16:03 2006 Page 2 LOAD CASE(S) Standard Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 July 5,2006 Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and I or contractor per-ANSI I TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection JoBuikWs � and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, � 6300 Enterprise Lane,Madison,Wl 53719 or the Truss Plate Institute,583 D'Onotno Drive,Madison,WI 53719 . Job Truss Truss Type Qty Ply J1685485 J170017F F06 FLOOR 8 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 a Feb 15 2006 MiTek Industries,Inc. Fri Jun 30 10:16:04 2006 Page 1 0-1-8 130 1 182 , Scle-1:10.5 1x3 = 1 2 1x3 II 3 4 1x3- 10 11 0 0 1x3 II 8 7 6 5 4-8-2 4-8-2 1-6-0 Plate Offsets(X,Y): [3:0-1-8,Edge], [4:0-1-8,Edge], [8:0-1-8,Edgel LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.36 Vert(LL) -0.04 7 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.37 Vert(TL) -0.05 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 35 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 4 X 2 SYP No.2 6-0-0 oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 9=320/0-5-0, 5=320/0-1-10 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 9-10=-34610, 1-10=-346/0, 5-11=-323/0,4-11=-322/0, 1-2=-380/0,2-3=-380/0, 3-4=-237/0 BOT CHORD 8-9=0/18, 7-8=0/380,6-7=0/380,5-6=0/17 WEBS 4-6=0/299, 1-8=0/482,3-6=-194/0,2-8=-214/0,3-7=-107/0 JOINT STRESS INDEX 1 =0.51,2=0.27, 3=0.10,4=0.32,5=0.25,6=0.35,7=0.13,8=0.51,9=0.26, 10=0.00, 10=0.00, 11 =0.00 and 11 = 0.00 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi Truss Design Engineer:Lawrence A.Paine,PE 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. Florida PE No.21475 5)Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss withBu Liers FirstSource-Florida,LLC 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other mei l;@-Roosevelt Blvd.Jacksonville,FL 32244 LOAD CASE(S) Standard July 5,2006 Warning•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection JOBUI - and bracing,consult 13CSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, First 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofno Drive,Madison,WI 53719 Q ourc Job Truss Truss Type Qty Ply J1685487 J170017F F08 FLOOR 2 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 a Feb 15 2006 MiTek Industries,Inc. Fri Jun 30 1@t"1F05 2006 Page 1 1 3x4- 2 1x3 II 3 1x3 II 4 0-1-8 0-10-8 1-0-0 1-3A -1- Scale 1.5"=1' Li 9 10 1x3= 14 0 3x4= 3x4 7 6 5 3-10-8 3-10-8 Plate Offsets(X,Y): [4:0-1-8,Edge],[6:0-1-8,Edge],[7:0-1-8,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/def] L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.10 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.10 Vert(TL) -0.01 6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:25 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 4 X 2 SYP No.2 3-10-8 oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 8=193/0-3-0,5=193/0-3-0 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 8-9=-196/0, 1-9=-196/0, 5-10=-181/0,4-10=-181/0, 1-2=-145/0,2-3=-145/0, 3-4=-145/0 BOT CHORD 7-8=0/10,6-7=0/145,5-6=0/9 WEBS 4-6=0/180, 1-7=01211,2-7=-131/0, 3-6=-124/0 JOINT STRESS INDEX 1 =0.28,2=0.16, 3=0.16,4=0.19,5=0.14,6=0.19, 7=0.28,8=0.15, 9=0.00,9=0.00, 10=0.00 and 10=0.00 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other MWYDesign Engineer:Lamrrence A.Paine,PE Florida PE No.21475 LOAD CASE(S) Standard Builders FirstSource-Florida,LLC 6iSO Roosevelt Blvd,Jacksonville,FL 32244 July 5,2006 Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCS I-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofdo Drive,Madison,WI 53719 FirstSource JebTruss Truss Type Qty Ply J170017F F10FLOOR 2 1 J1685489 Job Reference o tional Builders First Source,Jacksonville,Florida 32244 6.300 a Feb 15 2006 MiTek Industries,Inc. Fri Jun 3(x1 F16:06 2006 Page 1 1 3x4= 2 1x3 II 3 1x3 II 4 0-1-8 0-8-4 1.0.0 1-3-0 S ale:1.5"=1' 9 10 1x3= 1x3 0 v 3x4= 3x4 8 X 7 6 5 3 _ 3-8-4 — 7 3-8-4 Plate Offsets(X,Y): [4:0-1-8,Edge] [6:0-1-8,Edge] [7:0-1-8 Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.10 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.11 Vert(TL) -0.01 6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2004ITP12002 (Matrix) Weight:24 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 4 X 2 SYP No.2 3-8-4 oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 8=183/0-1-10,5=183/0-2-10 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 8-9=-193/0, 1-9=-193/0,5-10=-16910,4-10=-16910, 1-2=-128/0,2-3=-128/0, 3-4=-128/0 BOT CHORD 7-8=0110, 6-7=0/128,5-6=0/9 WEBS 4-6=0/159, 1-7=0/212,2-7=-13210, 3-6=-118/0 JOINT STRESS INDEX 1 =0.32,2=0.17,3=0.15,4=0.17,5=0.13, 6=0.17, 7=0.32,8=0.15,9=0.00,9=0.00, 10=0.00 and 10=0.00 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8, 5. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss withTrussDesign Engineer:Lawrence A.Paine,PE 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other mega PE No.21475 Builders FirstSource-Florida,LLC LOAD CASE(S) Standard 6550 Roosevelt Blvd.Jacksonville,FL 32244 July 5,2006 ICA Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIt-7473 BEFORE USE .. This design Is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and I or contractor per ANSI 1 TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America.1 WTCA Center, ��^^++'' 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onotrio Drive,Madison,WI 53719 I '5o I Free Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 314 *Center plate on joint unless Damage or Personal injury dimensions indicate otherwise. Dimensions are in inches.Apply 1. Provide copies of this truss design to the pimento both sides of truss and building designer,erection supervisor,property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each I .. TOP CHORDS other. Jg cz c' 3. Place plates on each face of truss at each JS joint and embed fully.Avoid knots and wane O at joint locations. = U 3 O U �5 M 4. Unless otherwise noted,locate chord splices U 0 at 14 panel length (±6"from adjacent joint.) O O ~ ca c7 cs 0 5. Unless otherwise noted,moisture content of For 4 x 2 orientation,locate BOTTOM CHORDS lumber shot[not exceed 19%at time of fabrication. plates 1/8"from outside edge A J8 J7 J6 of truss and vertical web. 6. Unless expressly noted,this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the ....� required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator,General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements, The first dimension is the width 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots.Second in all respects,equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31,96-67 10.Top chords must be sheathed or purlins ICBO 3907,4922 provided at spacing shown on design. LATERAL BRACING 11.Bottom chords require lateral bracing at 10 SBCCI 9667,9432A ft.spacing,or less,if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W,970036-N unless otherwise noted. continuous lateral bracing. NER 561 12.Anchorage and/or load transferring �rll connections to trusses are the responsibility of others unless shown. 13.Do not overload roof or floor trusses with stacks of construction materials. BEARING MM ('`• 14.Do not cut or alter truss member or plate Indicates location of joints at L`"=-L=� without prior approval of a professional which bearings(supports)occur. W1 kd4Vengineer. 0 15.Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet:MII-7473 @ 1993 MiTek@ Holdings, Inc, BM2 TJ-Beam®6.20 Serial Number;7004 07342 Busi`� 2 Pcs of 1 3/4" x 16" 1.7E Timber Strand®LSL User:2 623/2006 4:01:32 PM Pagel Engine Version:6.2016 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 0; 2❑ Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 279.0 104.0 0 To 4' Adds To F02 Uniform(plf) Floor(1.00) 259.0 97.0 0 To 4' Adds To F05 SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.50" 1156/468/0 11624 Custom Detail Custom Accessory 2 Stud wall 3.50" 1.50" 1156/468 10 11624 Custom Detail Custom Accessory -User specified custom detail for support: 1,2, DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 1488 -304 17173 Passed(2%) Rt..end Span 1 under Snow loading Moment(Ft-Lbs) 1364 1364 36237 Passed(4%) MID Span 1 under Snow loading Live Load Defl(in) 0.004 0.092 Passed(0999+) MID Span 1 under Snow loading Total Load Defl(in) 0.005 0.183 Passed(U999+) MID Span 1 under Snow loading -Deflection Criteria:STAN DARD(LL:U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 4'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code SBCC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: J170017F Robert Hendershot Builders First Source 6550 Roosevelt Blvd. Jacksonville, FL 32244 Phone:(904)772-6100 robert.hendershot@bldr.com Copyright o 2005 by Trus Joist, a Weyerhaeuser Business Timberstrand° is a registered trademark of Trus Joist,. Web Mail Printable Message Page 1 of 1 FILE COPY From: Larry Paine <Larry.Paine@bldr.com> To: "Charles E. Kennedy" Cc: Mark Bowyer<Mark.Bowyer@bldr.com> Subject: RE: COAB Comments for habitat project Date: Sep 19, 2006 2:46 PM Gentlemen- I have reviewed the truss engineering prepared by my office and concur that the design criteria is for a Partially- Enclosed building type. If any additional information or clarification is required, please don't hesitate to contact me. Regards, Larry Paine, PE From: Charles E. Kennedy [mailto:ckennedybh@bellsouth.net] Sent:Tue 9/19/2006 10:42 AM To: Lar Paine Cc 4 = Subject: COAB Commen Mor abitat project Larry, See attached for COAB comments on the 1928/1930 Francis Ave.project. I spoke with Stan Makowski of GFA international about the comment and he indicated that a simple e-mail from you would suffice in addressing the comment. His e-mail is captpineapple@mindspring.com. Thank you for your time. Your assistance is greatly appreciated. In Christ Chuck Kennedy Development Director Habitat for Humanity Jacksonville Beaches Office 904-241-1222 Fax 904-241-4310 e-mail:ckennedybh@bellsouth.net web: www.beacheshabitat.org http://webmail.atl.earthlink.net/wam/printable.jsp?msgid=6779&x=-1062164234 9/19/2006 To: Page 2'of 9 2006-08-09 18:21:36(GMT) Flame Control From: Flame Control Coatings THE DEPARTMENT OF ■■� FIRE TECHNOLOGY INVESTIGATION OF THE SURFACE BURNING CHARACTERISTICS OF A FIRE RETARDANT PAINT APPLIED TO 0.75 IN. THICK DOUGLAS FIR PLYVOOD AT A COVERAGE RATE OF 250 SQ FT/GAL PER COAT (TXO COATS) MATERIAL ID: FLAME CONTROL NO. 10-10 (60-MINUTE TEST) SwRI PROJECT NO. : 01-5919-264a FINAL REPORT TEST DATE: 2-DEC-1994 REPORT DATE: 12-DEC-1994 Prepared for: FLAME CONTROL COATINGS, INC. vsw P.O. BOX 786 NIAGARA FALLS, NEV YORK 14302 R SOUTHWEST RESEARCH INSTITUTE Chemistry & Chemical Engineering Division SAN ANTONIO, TEXAS Dallas/Fort Worth, Texas • Houston, Texas • Detroit, Michigan • Washington, D.C. FILE COPY To: Page 3 of 9 2006-08-09 18:21:36(GMT) Flame Control From:Flame Control Coatings r SOUTHWEST RESEARCH INSTITUTE 6220 CULEBRA ROAD a POST OFFICE OAAWEF 28510 a SAN ANTONIO.TEXAS,USA 78228.0510 a (VOI 01 884-5 1 11 a TELEX 244846 CHEMISTRY AND CHEMICAL ENGINEERING DIVISION DEPARTMENT OF FIRE TECHNOLOGY FAX(210)522-3377 INVESTIGATION OF THE SURFACE BURNING CHARACTERISTICS OF A FIRE RETARDANT PAINT APPLIED TO 0.75 IN. THICK DOUGLAS FIR PLYWOOD AT A COVERAGE RATE OF 250 SO FT/GAL PER COAT (TWO COATS) MATERIAL ID: FLAME CONTROL NO. 10-10 (60-MINUTE TEST) SwRI PROJECT NO. : 01-5919-264a FINAL REPORT TEST DATE: 2-DEC-1994 REPORT DATE: 12-DEC-1994 Prepared for: FLAME CONTROL COATINGS, INC. P.O. BOX 786 NIAGARA FALLS, NEV YORK 14302 By: Approved by: /' '4� H and W. Stacy Alex B. Wenzel Manager Director Fire Testing Services Department of Fire Technology Thio report is for the information of the client It mey be iced in its entrety for the purpose of searing product acceptance from duty conethtrtatl e:oprovei authorities. Neither this report nor the name of the InsUtvY9 shell be used In pubttctiy or advertising. W � R SAN ANTONIO . TEXAS -3USTC': `ERAS e OE'ROiT MICHIGAN a w ASHINGTON OC 'To. Page 4•of9 2006-08-09 18:21:36(GMT) Flame Control From:Flame Control Coatings INTRODUCTION This report presents the results of a 60-minute ASTM E84 test on material. submitted by the Client. It contains a description of the materials tested, the preparation and conditioning of the specimens, the test procedure, and the test results. The material was tested under ASTM E84-91a, "Standard Method of Test for Surface Burning Characteristics of Building Materials." This test method is similar to the test method specified in UBC No. 42-1, NFPA No. 255 and UL No. 723. The Client requested that the test be continued for a total of 60 minutes. The results apply specifically to the specimens tested, in the manner tested, and not to the entire production of these or similar materials, nor to the performance when used in combination with other materials. All test data are on file and are available for review by authorized persons. The purpose of the test was to evaluate performance of the test specimens in relation to that of glass-reinforced cement board and red oak flooring under similar fire exposure. The results are expressed in terms of Flame Spread Index and Smoke Developed Index during the first 10 minutes of exposure. These values are recorded as a ratio with glass--reinforced cement board 0 and red oak flooring 100. The flame front advance for the 60-minute test duration is also reported. The following pages represent a summary of the information obtained during the evaluation of the submitted material. These summary pages and graphs are not to be used separately, in lieu of the complete final report. To: Page 5 of 9 2006-08-09 18:21:36(GMT) Flame Control From:Flame Control Coatings SwRI Project No. 01-5919-264a DESCRIPTION AND PREPARATION OF MATERIALS The description of the tested sample, preparation procedure and cure time are listed in the Description section of the appropriate summary page. The specimen measured at least 21 in. x 24 ft (0.53 x 7.32 m) and was prepared in accordance with standard procedures and the Client's instructions. Exceptions to the standard procedure are noted in the Description section on the summary page. TEST PROCEDURE The specimen was evaluated in accordance with the standard procedure, with the exception that the test duration was extended by 50 minutes. Reference data were obtained and furnace operation checked by conducting a 10-minute test with glass-reinforced cement board on the day of the test and by periodic tests with red oak flooring. These tests provide the 0 and 100 references for flame spread and smoke developed. The Flame Spread and Smoke Developed Indexes were obtained during the first 10 minutes of the test. At the Client's request, the test was continued for 50 minutes to determine the flame front advance during a 60-minute test. TEST RESULTS The test results were calculated on the basis of observed flame travel and the measurement of areas under the curves of flame travel and smoke developed during the first 10 minutes of the test. To allow for possible variations in results due to limitations of the test method, the numerical results are adjusted to' the nearest figure divisible by 5. OBSERVATIONS DURING AND AFTER TEST The observations made during and after the test are presented on the summary page. 2of6 To: Page 6 of 9 2006-08-09 18:21:36(GMT) Flame Control From: Flame Control Coatings SWRI Project No. 01-5919-264a GRAPHICAL DATA Recorded data for flame spread, smoke developed and temperature for each specimen are shown in the figures following the summary page as a solid Line on each graph. 3of6 To: Page 7 Of 9 2006-08-09 18:21:36(GMT) Flame Control From:Flame Control Coatings SwRI Project No. 01-5919-264a DESCRIPTION Company: Flame Control Coatings, Inc. Date Received: 17-Nov-1994 Material ID: Flame Control No. 10-10 Description: Fire retardant paint applied to 0.75 in. thick Douglas fir plywood Thickness: 0.75 in. Color: white Specimen Size: Three panels 24.0 x 96.0 in. PREPARATION AND CONDITIONING Preparation: The specimens were prepared by the Client by using Flame Control No. 10-10 Class "A" flat intumescent fire retardant paint, applied by brush to 0.75 in. thick Douglas fir plywood in two coats at a coverage rate of 250 sq ft per gallon per coat and placed in conditioning upon arrival Conditioning: 16 days at 70°F and 50% relative humidity Support Used: None. The specimens (prepared by the Client) were placed end-to-end in the furnace with the fire- retardant treated side exposed to the flames. No other support or preparation was required. TEST RESULTS Test Date: 12/2/94 Flame Spread Index: 0* Smoke Developed Index: 25* * Calculated during the first 10 minutes of the test. The test was witnessed by Mr. Howard Y. Stacy of Southwest Research Institute. The maximum flame front advance exceeded 10.5 ft (measured from the centerline of the burners) at 50 minutes 52 seconds of testing (progressing to 11 ft before receding to the 10 ft point at 54 minutes 30 seconds. ) TEST DATA FS*Time Area (Ft*Min): 0.0 Smoke Area (%*Min): 16.8 Fuel Area (°F*Min): 5498.5 Unrounded FSI: 0.0 Unrounded SDI: 24.2 OBSERVATIONS DURING 10 MINUTE TEST Ignition Time (Min:Sec): 2:30 Maximum Flame Front Advance (Ft): 0.0 Total Fuel Burned (Cu. Ft.): 52.0 Time To Maximum (Min:Sec): 0:15 Dripping (Min:Sec): None 4of6 To: Page 8 of 9 2006-08-09 18:21:36(GMT) Flame Control From: Flame Control Coatings SwRI Project No. 01-5919-264a OBSERVATIONS DURING 10 MINUTE TEST coat. Flaming on Floor (Min:Sec): None Afterflame Top (Min:Sec): 2:52 (after 60:00 min) Afterflame Floor (Min:Sec): None CALIBRATION DATA (LAST RBD OAK) Red Oak Smoke Area (%*Min): 51.0 Red Oak Fuel Area (°F*Min): 8590.8 GRC Board Fuel Area (°F*Min): 5282.7 CONCLUSION The fire test was conducted for a total time period of 60 minutes. There was no evidence of significant progressive combustion at the 60 minute period. Therefore, the material identified as No. 10-10 meets the flamespread requirement as defined in NFPA 703 and the criteria specified in Section 1702-4.1 of the 1990 BOCA National Building Code. 5 of 6 To: Page 9 of 9 2006-08-09 18:21:36(GMT) Flame Control From:Flame Control Coatings CLIENT: FLAME CONTROL COATINGS, INC. SWRI PROJ. : 4i-59i9-264 2—DEC-1994—i LIGHT OBSCURATION ioo 90 84 Y 74 60 50 ® 40Red Oak 20 i4 00 1 2 3 4 5 6 7 •8 9 io TIME (MINUTES) FLAMESPREAD 20 i8 16 14 � i2t� . ioT M 8 Red Oak q 4 2 00 1 2 3 4 5 6 7 8 9 iO TIME (MINUTES) EXPOSED TC AT 24 FEET 2000 1804 i60of ,y 1400 `r i204 % 1800 GRCBOARDle Red ak 5 600 404 200 00 1 2 3 4 5 6 7 8 9 to TIME (MINUTES) 6of6 INCORPORATED 020 UNDERWRITERS' LABORATORIES OF CANADA u General CHf'wee and Testing Station 7 CROUSE ROAD,SCAR&OROUGH,ONTARIO MIR 3A9 Telephone 757.9611 Area Code 416 k teoh�e9 meow tett, to File CR1025 Application No. 77T97 October 17, 1977 REPORT on SURFACE BURNING CHARACTERISTICS OF FIRE RETARDANT COATINGS Flame Control Coatings Inc. , Niagara Falls, New York CR1025 -7- October 17, 1977 Area Under Relative Fuel Curve Contributed Classification Test Panel 4 2630 540 Test Panel 5 2635 545 Test Panel 6 2530 440 Classification 15 Test Panel 7 2740 650 Test Panel 8 2715 625 Test Panel 9 2630 540 Classification 15 For test panels 10, 11, 12 (Type 4C-40 on asbestos-cement board) the fuel contributed was recorded as zero in each case. FLASH POINT TESTS: METHOD The flash points of the coatings were determined by means of the Pensky-Martens Closed Tester (ASTM D93). RESULTS The following flash points were recorded: Type 10-10 40 C (104 F) Type 20-20 No flash to boiling Type 40-40 No flash to boiling MISCELLANEOUS OBSERVATIONS: Scrubbability Tests - Scrubbability tests were conducted on glass panels coated with the products at the coverage rates used for the preparation of the tunnel test samples. Tlie glass panels were subjected to scrubbability tests using the Gardner Model 105 Straight Line Washability Machine and the test solution described in Method 125.1 as laid down in Canadian Government Specification 1-GP-71, Schedule of Methods of Testing Paint and Pigments. Tests were conducted in duplicate and the Type 20-20 coating showed some signs of softening by 700 cycles. The Type 10-10 and Type 10-10 overcoated with Type 40-40 coatings withstood 1000 cycles with only slight softening being observed. The coatings hardened again on drying. K CR1025 -8- October 17, 1977 F C O N C L U S I O N S SURFACE BURNING CHARACTERISTICS: It is judged that the surface burning characteristics of the coating materials applied to Douglas Fir lumber and asbestos-cement board surfaces as described herein warrant the assignment of the following classification in comparison with uncoated red oak as 100 and asbestos- cement board as zero. Type "10-10" Classification or Rating (When applied to Douglas Fir) Coating (System) Details Flame Smoke Fuel Spread Developed Contributed Type 10-10 (Base Coat) applied in one 15 15 15 coat at 230 sq ft/US gal (No primer, no top coat) Type 10-10 (Base Coat) applied in one 15 15 15 coat at 190 sq ft/US gal (No primer) Type 40-40 (Top Coat) applied in one coat at 625 sq ft/US gal Tye "20-20" Classification or Rating (when applied to Douglas Fir) Coating (System) Details Flame Smoke Fuel Spread Developed Contributed Type 20-20 (Base Coat) applied in one 25 20 15 coat at 190 sq ft/US gal (No primer, no top coat) CR1025 -9- October 17, 1977 Type "40-40" Classification or Rating (When applied to Asbestos-Cement Board) Coating (System) Details Flame Smoke Fuel Spread Developed Contributed Type 40-40 (Base Coat applied in one 5 5 0 coat at 350 sq ft/US gal (No primer, no top coat) DURABILITY: The Type 10-10 and Type 20-20 coatings may be considered as less permanent than ordinary interior oil paint surfaces, but will withstand considerable washing and scrubbing without apparent adverse effects. When Type 10-10 is overcoated with Type 40-40, the surface treatment may be considered as permanent as ordinary interior oil paint surfaces. PRACTICABILITY: The coatings are practical for application by ordinary painting methods. No difficulty was experienced in applying the materials to the test surfaces by brush or roller in accordance with the directions for application which appear on each container. CONFORMITY: The surface burning characteristics of the coating materials described herein were determined on the basis of their performance in tests conducted in accordance with the Standard Method of Test for Surface Burning Characteristics of Building Materials, ULC-5102-1975. CR1025 -10- October 17, 1977 L I S T I N G T E X T On the basis of the foregoing, the following listings under Guide No. 40 U8.5.6 and 40 U8.5. 7 will be promulgated and the Follow-Up Service inaugurated. Guide No. 40 U8.5.6 October 17, 1977 File CR1025 Coatings, Fire Retardant FLAME CONTROL COATINGS INC. , Niagara Falls, New York 14302 Fire retardant coating materials intended for application by brush, roller or spray to reduce the surface burning characteristics of Douglas Fir surfaces on interiors of buildings. The Type 10-10 and Type 20-20 base coats will withstand considerable washing and scrubbing without adverse effects. When overcoated as indicated the surface treatment can be considered as permanent as ordinary interior oil paint surfaces. Classified as to surface burning characteristics when applied to the indicated surfaces in accordance with the manufacturer's instructions at the specified coverages. Classification or Rating (When applied to Douglas Fir) Coating (System) Details Fiame Smoke Fuel Spread Developed Contributed d Type 10-10 (Base Coat) applied in one 15 15 15 coat at 230 sq ft/US gal (No primer, no top coat) CR1025 -11- October 17, 1977 Classification or Rating (When applied to Douglas Fir) Coating (System) Details Flame Smoke Fuel Spread Developed Contributed Type 10-10 (Base Coat) applied in one 15 15 15 coat at 190 sq ft/US gal (No primer) Type 40-40 (Top Coat) applied in one coat at 625 sq ft/US gal Type 20-20 (Base Coat) applied in one 25 20 15 coat at 190 sq ft/US gal (No primer, no top coat) Flash Point of Liquid Coatings: Type 10-10 40 C (104 F) Type 20-20 No flash Type 40-40 No flash Marking: ULC label on each container. P.0-Box 786 LISTED - Label Service The ULC label or listed marking on a product is the only evidence provided by Underwriters' Laboratories of Canada to identify products which have been produced under the Listing and Follow-Up Service. See General Information Section under above guide number in the ULC List of Equipment and Materials, Volume II, Building Construction (and Supplements thereto) . Authorities having jurisdiction should be consulted before application. - - - - - - - - - - - - - - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - Guide No. 40 U8.5. 7 October 17, 1977 File CR1025 Coating, General Purpose CR1025 -12- October 17, 1977 FLAME CONTROL COATINGS INC. , Niagara Falls, New York 14302. Coating material intended for application by brush, roller or spray to noncombustible interior surfaces. Classified as to surface burning characteristics when applied to the indicated surfaces in accordance with the manufacturer's instructions at the specified coverages. Classification or Rating (When applied to Asbestos-Cement Board) Flame Smoke Fuel Coating (System) Details S read Developed Contributed Type 40-40 (Base Coat) applied in 5 5 0 one coat at 350 sq ft/US gal (No primer, no top coat) Flash Point of Liquid Coatings" Type 40-40 No flash Marking: ULC label on each container. P.O.Box 785 LISTED - Label Service The ULC label or listed marking on a product is the only evidence provided by Underwriters' Laboratories of Canada to identify products which have been produced under the Listing and Follow-Up Service. See General Information Section under above guide number in the ULC List of Equipment and Materials, Volume II, Building Construction (and Supplements thereto) . Authorities having jurisdiction should be consulted before application. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TESTS BY: REPORT BY: REVIEWED BY: S.Facchini E.Shackleton Peter Higginson, P.Eng. , S.Holmes Construction Materials Section Engineer, C.Ng Construction Materials. E.Shackleton UNDERWRITERS' LABORATORIES OF CANADA 4e. Norman S. Pearce, P.Eng. , Chief Engineer CR1025 -5- October 17, 1977 Distance of Flame Travel Classification Wipes 10-10 and 40-40 on Douglas Fir Test Panel 4 3 ft Test Panel 5 3 ft Test Panel 6 3 ft Classification 15 I Type 20-20 on Douglas Fir Test Panel 7 5 ft Test Panel 8 4-1/2 ft Test Panel 9 5 ft Classification 25 Type 40-40 on Asbestos-Cement Board Test Panel 10 1 ft Test Panel 11 1 ft Test Panel 12 1 ft Classification 5 For coatings on Douglas Fir, blistering occurred between 15 and 25 sec after the start of the tests. Sustained surface ignition did not occur until between 2 min 30 sec and 3 min 30 sec. In general, the max flame spreads were recorded during the last min of the tests. After flaming continued for periods of 35 sec to 45 sec. For the Type 40-40 coating on asbestos-cement board there was no apparent surface ignition and no after flaming. Smoke Developed - The areas under the plotted curves and the resultant factors were as follows: Area Under Curve Classification Red Oak 600 100 Asbestos-Cement Board 0 0 CR1025 -6- October 11, 1971 Area Under Curve Classification Test Panel 1 90 Test Panel 2 100 Test Panel 3 88 Classification 15 Test Panel 4 100 Test Panel 5 90 Test Panel 6 78 Classification 15 Test Panel 7 118 Test Panel 8 114 Test Panel 9 102 Classification 20 Test Panel 10 28 Test Panel 11 30 Test Panel 12 24 Classification 5 Fuel Contributed - The areas under the plotted curves and the calculated factors were as follows: Area Under Relative Fuel Curve Contributed Classification Red Oak 5950 3860 100 Asbestos-Cement Board 2090 0 0 Test Panel 1 2670 580 Test Panel 2 2610 520 Test Panel 3 2570 480 Classification 15 CR1025 -2- October 17, 1977 D ES C R I P T I O N MATERIALS COVERED BY THIS REPORT: Types "10-10" and "20-20" fire retardant base coats and Type "40-40" top coat material. GENERAL CHARACTER AND USE: The materials covered by this Report are pigmented coatings (paint) intended for application to Douglas Fir lumber surfaces to reduce the spread of flame, development of smoke and contribution of fuel resulting from exposure to fire. The coatings are intended for use on interior surfaces only as permitted by authorities having jurisdiction. Details of the formulations are of a proprietary nature and are on file at Underwriters' Laboratories of: Canada for use in connection with the Follow-Up Programme. MAITIN G: Containers of the products will bear a label reading "Underwriters' Laboratories of Canada - Listed - Fire Retardant Coating (Base Coat or Top Coat)". Details of the surface burning characteristics in terms of flame spread, smoke developed and fuel contributed based on a comparison with untreated red oak as 100 are also included on the label together with the Flash Point of the product. CR1025 -3- October 17, 1977 T H E I N V E S T I G A T I O N The purpose of the investigation was to determine the surface burning characteristics of the coating materials when applied to Douglas Fir lumber surfaces at the coverages indicated below in accordance with the Standard Method of Test for Surface Burning Characteristics of Building Materials ULC-S102-1975. This method provides a means of classifying materials as to their relative surface burning character- istics when compared with a known "combustible" such as red oak and a known "noncombustible" such as asbestos-cement board as outlined in the following table: Surface Burning Characteristics Red Oak Asbestos-Cement Board (Combustible) Noncombustible) Flame Spread 100 0 Smoke Developed 100 0 Fuel Contributed 100 0 E X A M I N A T I O N A N D T E S T R E C O R D A representative of Underwriters' Laboratories of Canada visited the manufacturing plant to witness the mixing processes and to select samples of the finished products for test purposes. APPLICATION OF COATINGS TO TEST SURFACES: DESCRIPTION OF SAMPLES The test surfaces to which the materials were applied were prepared from nominal 1 by 4 inch tongue and groove Douglas Fir lumber and 1/4 in. high density asbestos-cement board. Three sample panels of Douglas Fir each consisting of two 12 ft by 20 in. sections were prepared for each of three series of tests. Three sample panels of asbestos-cement board each consisting of three 8 ft by 20 in. sections were prepared for one series of tests. METHOD The application of the coatings to the test surfaces was performed by a representative of the submittor under the observation of a staff member of Underwriters' Laboratories of Canada. The materials were applied by roller and the coverages estimated by weighing the equipment and container before and after application. CR1025 -4- October 17, 1977 RESULTS The materials were applied at the estimated coverage rates as indicated below: Type "10-10" on Douglas Fir 230 sq ft/US gal Type "20-20" on Douglas Fir 190 sq ft/US gal Type "10-10" on Douglas Fir 190 sq ft/US gal With Top Coat of Type "40-40" 625 sq ft/US gal Type "40-40" on asbestos-cement board 350 sq ft/US gal SURFACE BURNING CHARACTERISTICS: DESCRIPTION OF SAMPLES Twelve test panels each measuring 24 ft by 20 in. as described above were used in the test programme. METHOD Each sample in turn was placed in the test chamber with a 1 ft by 20 in. section of asbestos-cement board at the end of the chamber behind the igniting fire. The top was then replaced on the chamber and the test conducted in accordance with the requirements of the Standard. RESULTS Flame Spread - For all panels the flame spread only part way along the length of the sample and the flame spread classification (FSC) was determined from the expression FSC = 5.128 d where d is the distance of flame travel in ft. Distance of Flame Travel Classification Red Oak 19-1/2 ft 100 Type 10-10 on Douglas Fir Test Panel 1 3 ft Test Panel 2 3 ft Test Panel 3 3 ft Classification 15 inline � ' l 'Yl (� D W � FaCapy Product Approval USER; Public User Product Approval Menu > Product or App{ication Search > Application Detail FL # FL5414-R1 Application Type Revision Code Version 2004 Application Status Approved Comments Archived Product Manufacturer Simonton Windows Address/Phone/Email 1 Cochrane Ave Pennsboro, WV 26415 (800) 746-6687 ext 4807 Chuck_Anderson@simonton.com Authorized Signature Chuck Anderson Chuck_Anderson@simonton.com Technical Representative Chuck Anderson Address/Phone/Email 1 Cochran Ave. Pennsboro, WV 26415 (800) 746-6687 chuck_anderson@simonton.com Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 (847) 303-5664 webmaster@aamanet.org Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Referenced Standard and Year (of Standard Year Standard) http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtHJPwMo6eHr... 7/26/2006 ae Online � FILEURN Product Approval USER: Public User Product Approval Menu > Product or Application Search > Agplication List > Application Detail FL # FL4904 Application Type New Code Version 2004 Application Status Approved Comments Archived Product Manufacturer Masonite International Address/Phone/Email One North Dale Mabry Suite 950 Tampa, FL 33609 (615) 441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Referenced Standard and Year (of Standard Year Standard) ASTM E1300 2002 ASTM E1300 1998 TAS 201 1994 TAS 202 1994 TAS 203 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtelulwHNbbIS ci... 8/2/2006 O �,[ n ge 1 of 4 nline FILEcoP� Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL3663-R1 Application Type Revision Code Version 2004 Application Status Approved Comments Archived ■ Product Manufacturer Owens Corning Address/Phone/Email One Owens Corning Parkway Toledo, OH 43659 (419) 248-7060 darrel.higgs@owenscorning.com Authorized Signature Darrel Higgs darrel.higgs@owenscorning.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Certification Mark or Listing Certification Agency Underwriters Laboratories Inc. Referenced Standard and Year (of Standard Year Standard) ASTM D 3462 2001 ASTM D3161 (modified to 110 mph) 1999 UL 790 (Class A) 1997 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtQxyhaxCgJITS... 8/2/2006 ILEnouyeo 4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name. 1928 Francis Ave Builder: Beaches Habitat Address: 1928 Francis Ave Permitting Office: City, State: Atlantic Beach, FL 32233- Permit Number: Owner: Beaches Habitat Jurisdiction Number: Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:20.0 kBtu/hr - 3. Number of units,if multi-family 1 _ SEER: 13.00 - i 4. Number of Bedrooms 4 - ! b. N/A - 5. Is this a worst case? No _ 6. Conditioned floor area(ft') 1349 ft2 _ c. N/A - 7. Glass type and area:(Label reqd.by 13-104.4.5 if not default) - a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default)114.0 ft' - a. Electric Heat Pump Cap:30.0 kBtu/hr - b. SHGC HSPF:7.80 - (or Clear or Tint DEFAULT) 7b. (Clear) 114.0 ft' - b.N/A - 8. Floortypes - a. Slab-On-Grade Edge Insulation R=0.0,88.0(p)ft - I c. N/A _ b.N/A - - c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons - a. Frame,Wood,Exterior R=11.0, 1030.0 ft' _ EF:0.92 - b. Frame,Wood,Adjacent R=11.0, 124.0 ft' - b. N/A - c. N/A - d. N/A - c. Conservation credits - HR-Heat recovery,e. N/A - ( Solar 10. Ceiling types - DHP-Dedicated heat pump) a. Under Attic R-30.0,677.0 ftz 15. HVAC credits - b. N/A - (CF-Ceiling fan,CV-Cross ventilation, c. N/A _ HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc, Ali(Sealed):Interior Sup.R=6.0,25.0 ft MZ-C-Multizone cooling, b. N/A - MZ-H-Multizone heating) -- --- ----J - -- - -- -- - Glass/Floor Area: 0.08 Total as-built points: 19861 PASS Total base points: 24274 I herebycern that the plans and ecifications covered b Review of the plans and certify P p Y i 4��STAT this calculation are in com li c ith the Florida Energy i specifications covered by this O e F ti O Code. calculation indicates complianceTO PREPARE with the Florida Energy Code. , ^' DATE: Before construction is completed j this building will be inspected for I hereby c rtify that this building, designed, is in compliance compliance with Section 553.908 with the Flo'da Energy Code. Florida Statutes. cC wE OWNER/A NT: BUILDING OFFICIAL: DATE: DATE: 1 Predominant glass type. For actual glass type and areas,see Summer&Winter Glass output on pages 2&4. EnergyGauge®(Version: FLRCSB v4.0) ' EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1928 Francis Ave,Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF= Points 18 1349.0 20.04 4866.1 Double,Clear W 1.5 4.0 9.0 38.52 0.81 282.2 Double,Clear W 4.0 5.0 30.0 38.52 0.58 674.6 Double, Clear E 1.5 15.5 15.0 42.06 0.99 627.6 Double,Clear W 1.5 6.0 15.0 38.52 0.91 527.8 Double,Clear W 1.5 6.0 15.0 38.52 0.91 527.8 Double,Clear E 1.5 6.0 15.0 42.06 0.91 575.9 Double, Clear E 1.5 6.0 15.0 42.06 0.91 575.9 As-Built Total: 114.0 3791.7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 124.0 0.70 86.8 Frame,Wood,Exterior 11.0 1030.0 1.70 1751.0 Exterior 1030.0 1.70 1751.0 Frame,Wood,Adjacent 11.0 124.0 0.70 86.8 Base Total: 1154.0 1837.8 As-Built Total: 1154.0 1837.8 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 40.0 4.10 164.0 Exterior 40.0 6.10 244.0 Base Total: 40.0 244.0 As-Built Total: 40.0 164.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM= Points Under Attic 677.0 1.73 1171.2 Under Attic 30.0 677.0 1.73 X 1.00 1171.2 Base Total: 677.0 1171.2 As-Built Total: 677.0 1171.2 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 88.0(p) -37.0 -3256.0 Slab-On-Grade Edge Insulation 0.0 88.0(p) -41.20 -3625.6 Raised 0.0 0.00 0.0 Base Total: -3256.0 As-Built Total: 88.0 -3625.6 INFILTRATION Area X BSPM = Points Area X SPM = Points 1349.0 10.21 13773.3 1349.0 10.21 13773.3 EnergyGauge®DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 EnergyGauge®4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1928 Francis Ave,Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT Summer Base Points: 18636.4 Summer As-Built Points: 17112.4 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1:Central Unit 20000 btuh,SEER/EFF(13.0)Ducts:Unc(S),Unc(R),Int(AH),R6.0(INS) 17112 1.00 (1.09 x 1.147 x 0.86) 0.263 1.000 4855.8 18636.4 0.4266 7950.3 17112.4 1.00 1.081 0.263 1.000 4855.8 EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 ..4 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1928 Francis Ave,Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF= Point .18 1349.0 12.74 3093.5 Double,Clear W 1.5 4.0 9.0 20.73 1.05 196.7 Double,Clear W 4.0 5.0 30.0 20.73 1.14 710.7 Double,Clear E 1.5 15.5 15.0 18.79 1.01 283.7 Double,Clear W 1.5 6.0 15.0 20.73 1.02 318.2 Double,Clear W 1.5 6.0 15.0 20.73 1.02 318.2 Double,Clear E 1.5 6.0 15.0 18.79 1.04 291.9 Double,Clear E 1.5 6.0 15.0 18.79 1.04 291.9 As-Built Total: 114.0 2411.2 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 124.0 3.60 446.4 Frame,Wood, Exterior 11.0 1030.0 3.70 3811.0 Exterior 1030.0 3.70 3811.0 Frame,Wood,Adjacent 11.0 124.0 3.60 446.4 Base Total: 1154.0 4257.4 As-Built Total: 1154.0 4257.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 40.0 8.40 336.0 Exterior 40.0 12.30 492.0 , Base Total: 40.0 492.0 As-Built Total: 40.0 336.0 ' CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM= Points Under Attic 677.0 2.05 1387.8 Under Attic 30.0 677.0 2.05 X 1.00 1387.8 Base Total: 677.0 1387.8 As-Built Total: 677.0 1387.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 88.0(p) 8.9 783.2 Slab-On-Grade Edge Insulation 0.0 88.0(p) 18.80 1654.4 Raised 0.0 0.00 0.0 Base Total: 783.2 As-Built Total: 88.0 1654.4 INFILTRATION Area X BWPM = Points Area X WPM = Points 1349.0 -0.59 -795.9 1349.0 -0.59 -795.9 EnergyGaugeO DCA Form 60OA-2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 r EnergyGauge®4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1928 Francis Ave,Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT Winter Base Points: 9218.1 Winter As-Built Points: 9251.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1:Electric Heat Pump 30000 btuh,EFF(7.8) Ducts:Unc(S),Unc(R),Int(AH),R6.0 9251.0 1.000 (1.069 x 1.169 x 0.88) 0.437 1.000 4465.3 9218.1 0.6274 5783.4 9251.0 1.00 1.104 0.437 1.000 4465.3 r EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge@)/FlaRES'2004 FLRCSB v4.0 EnergyGauge@ 4.0 ►'TER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1928 Francis Ave, Atlantic Beach, FL, 32233- PERMIT #: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2635.00 10540.0 50.0 0.92 4 1.00 2635.00 1.00 10540.0 As-Built Total: 10540.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 7950 5783 10540 24274 4856 4465 10540 19861 PASS 04 THE ST9T6 or)WE EnergyGaugeT1 DCA Form 60OA-2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 EnergyGauge®4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details FADDRESS- 1928 Francis Ave, Atlantic Beach, FL, 32233- PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606 1 ABC 1 1 Maximum:.3 cfm/sq.ft.window area 5 cfm/sq.ft._door area. Exterior&Adjacent Walls 606A.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall, foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top_p_late._ - Floors 606.1.ABC 1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-stoy Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between tloors. — Additional Infiltration regts 606.1.ABC.1.3 Exhaust tans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES(must be met-or exceeded_b+mall residences.y COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2.Switch or clearly marked cir _ i breaker electric)or cutoff Jgas)_must beprovided. External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal - - 1 effic--ien—y of 78%. I Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 _ _ Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 11 Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 ..,:,NERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.4 The higher the score,the more efficient the home. Beaches Habitat, 1928 Francis Ave, Atlantic Beach, FL, 32233- 1 New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:20.0 kBtu/hr _ Number of units,if multi-family 1 - SEER: 13.00 4. Number of Bedrooms 4 _ b.N/A _ 5. Is this a worst case? No 6. Conditioned floor area(ft2) 1349 ft2 _ c. N/A 7. Glass type and area:(Label reqd.by 13-104.4.5 if not default) _ a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default) 114.0 ft2 - a. Electric Heat Pump Cap:30.0 kBtu/hr _ b. SHGC: HSPF:7.80 _ (or Clear or Tint DEFAULT) 7b. (Clear)114.0 ft2 - b. N/A _ 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0,88.0(p)ft _ c. N/A _ b.N/A c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0, 1030.0 ft2 _ EF:0.92 _ b. Frame,Wood,Adjacent R=11.0, 124.0 ft2 _ b. N/A c. N/A _ d. N/A _ c. Conservation credits _ e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0,677.0 ft2 _ 15. HVAC credits _ b. N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A _ HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH(Sealed):Interior Sup.R=6.0,25.0 ft _ MZ-C-Multizone cooling, b. N/A _ MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building THS ST Gonstruction through the above energy saving features which will be installed(or exceeded) IV = 9T�o in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. nn, Builder Signature: Date: a Address of New Home: City/FL Zip: r`pc0D �`'S *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPA/DDE EnergyStarT`"designation), your home may qualify for energy efficiency mortgage(EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www fsec.ucf edu for information and a list of certified Raters.For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. 1 Predominant glass type.For actual glass type and areas see Summer&Winter Glass output onages 2&4. 1~nergyGauge®(Version: FLRC9 v4.0) 1928 Francis A ve HVAC Load Calculations for Beaches Habitat P. O. Box 50939 Jacksonville Beach, FL 32240 R' '&NJ A RgsiogbrnAL QAC LOADS p Prepared By: Glenn Jones Ocean State Heating and Air Conditioning 1476 Atlantic Blvd. Neptune Beach, FL 32266 (904)249-8251 Wednesday,July 05,2006 i &Light Commercial HVAC Loads Elite Software Development,Inc. ,4-&ASC 1928 Francis Ave ,ach,FL 32266-1798 - - —--- ---- -- Page 2 oject Report - - -- - General Project Information Project Filename: C:\Elite\Rhvacw\Projects\Beaches Habitat\2Story-4Bed-Duplex-1345sf.rhv Project Title: 1928 Francis Ave Designed By: Ocean State Heating &Air Conditioning Project Date: Wednesday, July 05, 2006 Client Name: Beaches Habitat Client Address: P. 0. Box 50939 Client City: Jacksonville Beach, FL 32240 Client Phone: 241-1222 Company Name: Ocean State Heating and Air Conditioning Company Representative: Glenn Jones Company Address: 1476 Atlantic Blvd. Company City: Neptune Beach, FL 32266 Company Phone: (904)249-8251 Company Fax: (904)249-8949 Company Comment: Design Data - ---- - Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor: 0.999 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Dry Bulb Difference Winter: 32 0 0 72 0 Summer: 94 77 50 75 48 Check Figures _ _ Total Building Supply CFM: 910 (5.1 AC/hr) CFM Per Square ft.: 0.674 - Square ft. of Room Area: 1,349 Square ft. Per Ton: 623 Building Loads - Total Heating Required With Outside Air: 22,640 Btuh 22.640 MBH Total Sensible Gain: 19,997 Btuh 85 % Total Latent Gain: 3,500 Btuh 15 % Total Cooling Required With Outside Air: 23,497 Btuh 1.96 Tons (Based On Sensible+ Latent) 2.16 Tons (Based On 77%Sensible Capacity) Notes — - - -- -- Calculations are based on 7th edition of ACOA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. ti&Light Commercial HVAC Loads Elite Software Development,Inc. n &A/C 1928 Francis Ave sach FL 32266-1798 -_ _ -- _ Page 3 ..dad Preview Report - Sens Lat Net Sens Win Sum Adj Sys Duct Scope Area Gain Gain Gain Loss CFM CFM CFM CFM Size Building: 1.96 Net Tons, 2.16 Recommended Tons 623 ft.2/Ton, 22.64 MBH Heating- - Building 1,349 19,997 3,500 23,497 22,640 294 910 910 System 1: 1.96 Net Tons, 2.16 Recommended Tons, 623 ft. /Ton, 22 64 MBH Heating z System 1 1,349 19,997 3,500 23,497 22,640 294 910 910 18 Zone 1 1,349 19,997 3,500 23,497 22,640 294 910 910 1-Kit/Dining 202 3,331 137 3,468 1,927 25 152 189 152 2-6 2-Great Rm. 203 3,110 1,068 4,178 7,580 99 141 177 141 2-6 3-Bed 2 142 2,304 459 2,763 3,272 43 105 105, 105 1-6 4-Stairs 85 263 0 263 1,062 14 12 12 12 1-4 5-Bath 1 84 0 0 0 0 0 0 0 0 0-0* 6-Bed 4 126 2,164 459 2,623 1,850 24 98 123 98 1-7 7-Bed 3 126 2,428 459 2,887 2,317 30 110 138 110 2-5 8-M. Bed 170 2,940 689 3,629 2,525 33 134 134 134 2-5 9-Stairs-Up 71 1,778 229 2,007 1,885 25 81 81 81 1-5 10-Bath 2 140 1,679 0 1,679 222 3 76 76 76 1-5 Light Commercial HVAC Loads Elite Software Development,Inc. A/C 1928 Francis Ave .ech,FL 32266-1798 -- - -_ - Page 4 jta/Sui/ding Summate Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 114 3,306 0 7,006 7,006 11C Door Metal Polystyrene Core 40 752 0 424 424 12C Wall R-11 + 1/2" Gypsum(R-0.5) 1030 3,706 0 2,094 2,094 13C Part R-11 + 1/2" Gypsum(R-0.5) 124 245 0 178 178 16G Ceiling Under Vent. Attic- R-30 Insulation 677 893 0 961 961 22A Slab on Grade No Edge Insulation 88 2,851 0 0 0 Subtotals for structure: 11,753 0 10,663 10,663 People: 5 1,150 1,500 2,650 Equipment: 0 3,000 3,000 Lighting: 0 0 0 Ductwork: 3,772 0 3,333 3,333 Infiltration: Winter CFM: 162, Summer CFM: 72 7,115 2,350 1,501 3,851 Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0 Sensible Gain Total: 19,997 Temperature Swing Multiplier: X 1.00 Total Building Load Totals: 22,640 3,500 19,997 23,497 Check Figures - - - ------- -- - - ------- --- - - - - - --- - Total Building Supply CFM: 910 (5.1 AC/hr) CFM Per Square ft.: 0.674 Square ft. of Room Area: 1,349 Square ft. Per Ton: 623 Building Loads - Total Heating Required With Outside Air: 22,640 Btuh 22.640 MBH Total Sensible Gain: 19,997 Btuh 85 % Total Latent Gain: 3,500 Btuh 15 % Total Cooling Required With Outside Air: 23,497 Btuh 1.96 Tons (Based On Sensible+ Latent) 2.16 Tons (Based On 77% Sensible Capacity) Notes - --- - - -- - Calculations are based on 7th edition of ACCA Manual J. ------ ----------------- All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. I Light Commercial HVAC Loads Elite Software Development,Inc. $A/C 1928 Francis Ave ..ach,FL 32266-1798 -_ -_ -- - _ Page-S ystem I Summar Loads _ Component - Area Sen Lat Sen Total', ' Description Duan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 114 3,306 0 7,006 7,006 11C Door Metal Polystyrene Core 40 752 0 424 424 12C Wall R-11 + 1/2" Gypsum(R-0.5) 1030 3,706 0 2,094 2,094 13C Part R-11 + 1/2"Gypsum(R-0.5) 124 245 0 178 178 16G Ceiling Under Vent. Attic-R-30 Insulation 677 893 0 961 961 22A Slab on Grade No Edge Insulation 88 2,851 0 0 0 Subtotals for structure: 11,753 0 10,663 10,663 People: 5 1,150 1,500 2,650 Equipment: 0 3,000 3,000 Lighting: 0 0 0 Ductwork: 3,772 0 3,333 3,333 Infiltration: Winter CFM: 162, Summer CFM: 72 7,115 2,350 1,501 3,851 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Sensible Gain Total: 19,997 Temperature Swing Multiplier: X 1.00 System 1 Load Totals: 22,640 3,500 19,997 23,497 - Check Figures Supply CFM: 910 (5.1 AC/hr) CFM Per Square ft.: 0.674 Square ft. of Room Area: 1,349 Square ft. Per Ton: 623 System Loads Total Heating Required With Outside Air: 22,640 Btuh 22.640 MBH Total Sensible Gain: 19,997 Btuh 85 % Total Latent Gain: 3,500 Btuh 15 % Total Cooling Required With Outside Air: 23,497 Btuh 1.96 Tons (Based On Sensible + Latent) 2.16 Tons (Based On 77% Sensible Capacity) Notes - - Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. I , en_.d T...,.,.+.. 4nA=-9 -1... \A/....1........,.... 1.d..nG nnnL` r1.4 r% ALA ntial&Light Commercial HVAC Loads Elite Software Development,Inc. ,ig&A/C 1928 Francis Ave .ch, FL 32266-1798 Page 6 -- tem I Room Load Summar - - - - Htg --Htg --Run-- --Run Clg Clg CIg Zone Cog _Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys : No 1me SF Btuh CFM Size Vel - Btuh Btuh CFM Fact CFM CFM Zone 1 Kit/Dining 202 1,927 25 2-6 482 3,331 137 152 1.25 189 152 2 Great Rm. 203 7,580 99 2-6 450 3,110 1,068 141 1.25 177 141 3 Bed 2 142 3,272 43 1-6 534 2,304 459 105 1.00 105 105 4 Stairs 85 1,062 14 1-4 137 263 0 12 1.00 12 12 5 Bath 1 84 0 0 0-0 0 0 0 0 1.00 0 0 6 Bed 4 126 1,850 24 1-7 461 2,164 459 98 1.25 123 98 7 Bed 3 126 2,317 30 2-5 506 2,428 459 110 1.25 138 110 8 M. Bed 170 2,525 33 2-5 491 2,940 689 134 1.00 134 134 9 Stairs-Up 71 1,885 25 1-5 593 1,778 229 81 1.00 81 81 10 Bath 2 140 222 3 1-5 560 1,679 0 76 1.00 76 76 System 1 total 1,349 22,640 294 19,997 3,500 910 1,035 910 System 1 Main Trunk Size: 18 in. Velocity: 515 ft./min Loss per 100 ft.: 0.039 in.wg Cooling System Summary --- Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Regwred: 1.96 85%/ 15% 19,997 3,500 23,497 Recommended: 2.16 77%/23% 19,997 5,973 25,970 I n- rc._ r„_..___.e r .._:__._ r�___i___ ,_u�_•n`+a__. An_� I1..._1_.. �nAC�t-L.. \AI_-1.-__J_.. I....n� nnnn n_A^ ARA