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Permit 78 W Dutton Island Rd PERMIT WORKSHEET certificate of occupancy) Job Address: tk77Vn( Type Work: Property Owner: Phone # Contractor: 5T&- ✓ h*6 N *ryi ale _ Phone # Permit#: 0& _ 3 a6-q� Date Issued: Tree Permit# 05^131 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# Inspections: Steel Final Elec./Grounding Final Roofing Permit# Inspect: Nailing/Sheathing Final [Ti—� Fire Inspection: Failed Inspections: Date Paid: r FILE COPY , �. vas*167 . r . •' tT W O . r , Q �.� o15 ¢o,� Coo� � - � 5WL vcl_� ol F i &CC, Toil.e . _vim Tyn Q� u cru S �4_0.c c. �_s g0� ,rYi �Arect 3x35 aL Si eti -11766 CITY OF ATLANTIC BEACH 800 SENHNOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00034157 Date 10/27/06 Property Address . . . . . . 78 W DUTTON ISLAND RD Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc INSTALL 15 FIXTURES ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ MABRY C.W. WOOD PLUMBING 1328 ROMNEY STREET ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211 (904) 744-6604 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 140 . 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/25/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 140 . 00 140 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 140 . 00 140 . 00 . 00 . 00 PERMTP IS APPROVED ONLY IN ACCORDANCE WTTH ALL CTTY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 10/25/2006 21:37 9047431730 CW WOOD PLUMBING PAGE 02/02 CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: Property Address: ftVA* D-w&n, Owner: S+RAk 1 I Ia.b RI Telephone#: S- Contractor: lUM Telephone#: Contractor Address: In consideration of permit given_ftdoing the work u descnbed in the above ststement,'we hereby agree to perform said work in accordance with the attached,plans and specifications whieb are a part hereof and in accordance with-the City of Atlantic Beast ordinance and standards of good pn cdce 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, Ir New list the building permit number: o Re-Pipe Number of Fixtures: Bath Tubs Showers Closets ]] Shower Pans Dishwashers l Sinks Disposals + Urinals Floor Drains Washing Machine Lavatory Water fSewer Water Heaters Other Fees Permit issuing Fee: $35.00 Total Fixtures: X$7.00 + $35.00 800 Seminole Road.Atlantic Beach,Florida 32233-6445 Phone: (904) 247-5800• Fax. (904)24744• http:lMrww cl.adantic4wach.fl.us cc CITY OF ATLANTIC BEACHrd J� BUILDING / ZONING DEPARTMENT 800 Seminole Road r v Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Q l0 - 2 S-4 3 Property Address: �0 Ci(� I&rdA Applicant: 'A'9 6,Y Project: This permit application has been: EX eqk- mac= 9 Reviewed and the following items need attention: We FAX — th/W ADYiSfh - Son y' r c Please re-submit 7ZAA'4-�- p ication when these items have been completed. Y Reviewed By: Date: Date Contractor Notified: CITY OF ATLANTIC BEACH 521 j tf PLAN REVIEW SHEET Routed to: S.Makowski Building Department Public Works&Public Utilities Departments L. Higgins UFil�` 800 Seminole Road 1200 Sandpiper Lane S. Doerr Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 R. Carper (904)247-5800 (904)247-5834 D. Kaluzniak (904)247-5845 Fax (904)247-5843 Fax Public Safety 1 � O� PLAN REVIEW COMMENTS I , 1 uL v J Permit Application# PP �D 1 ou Property Address: le f�U � Z�S C � Applicant: Project: This permit application has been: 0 Approved as noted by the Department. Final application approval must come from the Building Department. Reviewed and the following items need attention: /fes or H s;/ w rl"i'G AcccSS: o? A&I S/fes ti wvss 9 3 i v FeC:' SalvL tAn7"S F 'C'Cp 6 / �o✓ /✓ -aL- 7707- / ON G /Vc&% 71 VC, L kGI r v vr4675 t/ VM&^�C- �vs �1 a Au, 4 )gwf4wvP i0-er C--1 woec- (�crrC9r UPP ©,—'- 5,72qlk wire-s w icy TO cd rw" �// 4. 3 - I // Z 4- re Z Please re-submit your application when these items have been com et d. Reviewed By: Date: Date Contractor Notified: CITY OF ATLANTIC BEACH PUBLIC UTILITIES DEPARTMENT J 1200 Sandpiper Lane Atlantic Beach,Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # _ �ly .3 �'13 00 Property Address: W Dara' � �d Applicant: h G Project: N6j �(a/f.al X Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. o Your permit application has been reviewed by the Public Utilities Department and the following items need attention: -ZQAT E2 r,4 !S AZ-4-,% — rMC 4 416EC7 7-0 ZvLn T•4 D . IV V f-- Gt Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. if you have any questions,please call (904) 247-5834. Review y Do Kaluzniak,Public Utilities Director Date Signature Contractor Notified Date fit,,-f A. 11/06/2006 15:10 9042469977 EIGHT TILL LATE PAGE 01 Doc N 2006396;{71,OR 9K 13822 Page 1884, Nurabw Pagan:1 FW&Reoorclec!11/09/2009 at 1*35 AM. JIM FULLER CLERK CIRCUIT COURT DUVAL COUN Y RECORDING$10.00 V NOTICE OF COMM MEMENT State of ��f ► _ Tax folio No. County of 12 u k,"Q 4--- To Whom It May Concern: The undersigned hereby informs you 6s1 improvements will be made to certain real property,and in aceordsoce with Section 713 of the Florida Statutes,the fallowing information is stated in this NOTICE OF COMMENCEMENT. Legd description of property being improved: Ld -7 50A,16/,SGlee pW ,..Address of property being improved: General description of iaaproveenents: �! Owner vyllva r A . Address: Z 2. Owner's interest in site of the improvement: t-- o Fee Simple Titleholder(if other than owner): Name: Address: Contractor: e 4P h e u LA 01.t e Address:h G tAy one oFax No � PhN • • Surety(if soy): Address: Amount of Bond S Phare No- Fa:No: Name and address of Quay person malaog a loan for the constructico of the improyamests. Name: , Address: Phan No: Fax No: Name of parson within the State of Florida,other than hiimseg designated by owner upon whom notices or other documents may be served: Name; Address- Phone No: Fax NO.- In o:In edditive to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Se6ticn 713.06(2)(b).Florida Statues. (Fill in at Owner's option). Name Address: 'Phone-No.. Fax No: ExpinWon date of Notice of Commeacement(the expiradan date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY O NER Signed: Q ; "I e'sfoo Before methis 111L" y of in the County of Do State of Fi 'dsL bas cl Notary Public at Large.Seat of Plc ntp u,acro My Commiseias exp' r o*�s► s�wwrawr a Personally Known; or Produced Idend$pdoa• .� -W] CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 (� INSPECTION PHONE LINE 247-5826 19 Application Number . . . . . 05-00031014 Date 8/18/05 Property Address . . . . . . DUTTON ISLAND RD W Tenant nbr, name . . . . . . LOT 7 TREE REMOVAL Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ STEVE MABRY OWNER ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 8/18/05 Valuation . . . . 0 Expiration Date . . 2/15/06 ---------------------------------------------------------------------------- Special Notes and Comments APPROVED TO REMOVE ONE 20 INCH SWEET GUM, AND ONE 20 INCH BAY IN THE INTERIOR ZONE, AND TWO NINE INCH MAPLES, ONE 11 INCH BAY, ONE 14 INCH MAPLE, ONE SIX INCH SWEET GUM, ONE 13 INCH LIVE OAK, ONE 10 INCH LIVE OAK, ONE 10 INCH MAPLE, ONE 6 INCH MAPLE, AND 34 INCHES OF A MAPLE CLUSTER IN THE EXTERIOR ZONE, TO BE MITIGATED ON SITE WITH 11 . 5 INCHES OF OAK, 57 INCHES OF HARDWOOD, AND 20 INCHES OF OTHER. 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 APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. kB ).6FFTtL4,L r ` * CITY OF ATLANTIC BEACH -, BUILDING PERMIT APPLICATION (New/Residential & Commercial) Date: 3 to- Job Address: L r p t Z- ✓J ee Owner's Name: 1Y7.4 Address:,Ro"s r rs f -I;f oy wl .f fj Phone: 91051 o2 X/B.S�b Legal Description: Block Number: `l Lot Number: Zoning District: !!//��// Contractor: P-) (� State License Number: tit C'. T"7�o� Address: S 1111 a 6rbc-4w 4c. C4 Phone: City: " State: l:L-Zip:`'722�o Fax: r Descri proposed use and work to done: iCJpt.c1 GidYIS{�-' C�1 a�n '- J I de- Present us g(s): 7— Valuation of proposed construction: Is approval of Homeowner's Association or other private entity required?rN O If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material, addition of 5% or more -,�o the or igim) area or the removal of any trees? ❑NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project- OYES. 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. ®YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1, Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required,written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beech,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 • http://www.cLatiantic-beach.fLas Page 2 Revised 8/04 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations. Include driveways,sidewalks,patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept.,Planning Dept.,Public Works and Public Utilities. Address and contact information of person to receive all correspondence regarding this application(please print). Name: :ff , h e>J l A n A 3 Q 4-P Mailing Address: 5 ,5 ,7 q �4.''o c.,k Telephone: 94 c/ T 4S 6_33(p Fax: E-Mail: I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. f Signature of Owner: Date: kGG jp AS TO OWNER: Sworn to and subscribed before me this day of ci "t dML� ,20 State of Florida,County of Duval Notary's Signature: Personally known ❑ Produced identification Type of identification produced MSignature of Contractor: Date: 3 10 C ID (n \_ 0 T AS TO CONTRACTOR: Sworn to and subscribed before me this day o ,20 V State of Florida,County of Duval l Notary's Signature: Personally known 1,6*, � v +' n ANN MARGADONNA Produced identification MY COMMISSION# pp 1081 Type of identification pro 11o� 7 d!G0..3 OTARY FL Notary 8q ry &Bondi ng,inc. 800 Seminole Road .Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ci.atiantic-beach.fLus Page 3 Revised 8/04 X 4 CITY OF ATLANTIC BEACH 800 SENUNOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 t Application Number . . . . . 06-00032543 Date 11/03/06 Property Address . . . . . . 78 W DUTTON ISLAND RD Tenant nbr, name . . . . . . NEW DUPLEX Application type description TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 120000 Owner Contractor ------------------------ ------------------------ MABRY STEPHEN HALE MABRY INC 1805 FIRST ST NEPTUNE BEACH FL 32266 NEPTUNE BEACH FL 32266 -------------------------- ------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 520 . 00 Plan Check Fee 260 . 00 Issue Date . . . . Valuation . . . . 120000 Expiration Date . . 5/02/07 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE .29 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 6 . 59 AB CONSTRUCTION SURCHARGE . 73 STATE RADON SURCHARGE 5 . 53 SEWER IMPACT FEES 1250 . 00 SEWER TAP FEES 1050 . 00 WATER IMPACT FEE 500 . 00 WATER CONNECT/METER ONLY 85 . 00 WATER CROSS CONNECTION 35 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 520 . 00 520 . 00 . 00 . 00 Plan Check Total 260 . 00 260 . 00 . 00 . 00 Other Fee Total 3258 . 14 3258 . 14 . 00 . 00 Grand Total 4038 . 14 4038 . 14 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. rT ''"i, CITY OF ATLANTIC BEACH ¢ ' BUILDING /ZONING DEPARTMENT 800 Seminole Road oerr Atlantic Beach,Florida 32233 fla' (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Q 32- 5 3 Property Address: 0 0 �[.+ n i t Lhtnj Zf Applicant: }r V /t) 0- Project: /1/1 bi Its li-X This permit application has been: E] Approved Reviewed and the following items need attention: EVISED Please re-submit your application when these items have been completed. Reviewed By: Date: Date Contractor Notified: HOMETEAM:#4„# � _3ZSZ 0 PEST DEFENSE® 6 6-32 x 3 TREATMENT WORKORDER ❑Termite Baiting System w/Tubes-under-the stab �Treat Only ❑Tunes-under-theVab and Treat ❑ Bora-Care DATE CALLED IN: DATE OF SCHEDULE: f TIME CALLED IN: TIME SCHEDULE: JOB NAME: SUBDIVISION: ff � JOB ADDRESS: BILLING NAME: BILLING PHONE: BILLING ADDRESS: i CALLED IN BY; PHONE: PFftTjyWL MOM At LOT&MODEL NUMBER: DATE&TIME COMPLETED: . E SQUARE FOOT; Lt1rVEA1FO�T: BLOCKVOIDS: ` I SLAB TYPE: TYPE OF FILL: I I APPROX.DEPTH OF FOOTING: Outside: Inside: ❑Addition ❑Spot Treat ❑Pool Addition ❑Driveway ❑ Final/Completion ❑Other j PESTICIDE USED: w i' r TOTAL APPLIED: k `z PERCENT(%)USED: " STICKER POSTED: € - PRICE PER SQ. FT.= TOTAL FOR P.T. I ADDITIONAL V TAX: i / ! TOTAL AMOUNT i X X TECHNICIAN: i 1 hereby acknowledge the satisfactory completion of the above described work. E GT 23/TCI 3' 'rf 1'1 Jay, ' - •� CITY OF ATLANTIC BEACH f PLAN REVIEW SHEET Routed to: 7;ra S.Makowski Building Department Public Works&Public Utilities Departments L. Higgins 800 Seminole Road 1200 Sandpiper Lane S. Doerr Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 R. Carper (904)247-5800 (904)247-5834 D. Kaluzniak (904)247-5845 Fax (904)247-5843 Fax Public Safety PLAN REVIEW CONMENTS Permit application# Property address: 01 DO Applicant: Project: This permit application has been: 0 approved as noted by the Department. Final application approval must come from the Building Department. Reviewed and the following items need attention: #PAOY Please re-submit your aplAcation when these items have been completed. Reviewed By: Date: t31V G Date Contractor Not' le CITY OF ATLANTIC BEACH ji '91 PUBLIC WORKS DEPARTMENT 'g 4i 1200 Sandpiper Lane 1 Atlantic Beach,Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Property Address: _�7 bares I_slowb Applicant: / //A 6 r ��?�- Project: Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. Your permit application has been reviewed by the Public Works Department and the following items need attention: On-site retention calculations not provided. Dimensions of proposed on-site retention basin not shown. A small bern will be required (approx. 611) along the ditch top of bank to prevent bank erosion. Provide silt fence details. How much will the changes be on the existing elevation? 0 A✓S 1'� /LE j�r7-dor✓ �'�C Unlq-�z'crr%s ��/C.dXr/l��¢.T �,/CiIR�E D 5_"4 FIL E ropy Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call(904)247-5834. Review by 'ck Carper,P.E.,Public Works Director Date ;/�d/0z Signature FILEContractor Notified Date 1v CADY 7� Graham Shirley From: Graham Shirley Sent: Tuesday, October 17, 2006 10:09 AM To: Carper, Rick Cc: Showman, Lisa Subject: 78 AND 80 W DUTTON ISLAND ROAD Rick, Do you still need revisions on these?Shirley e , Comp. By: RLC s Date: 3/17/2006 Public Works Department City of Atlantic Beach Permit No: 06-32542/32543 Address: Dutton Island Road, Lot 1, Block 7 wired Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V= CAR/12 Where: V=Volume of Runoff C = Coefficient of Runoff A=Area of lot in square feet R= 25-yr/24-hr rainfall depth (9.3-inches for Atlantic Beach) Predevelonment Runoff Volume: Lot Area(A) = 9,961 ftZ Runoff Coefficient Area Lot Area Description (ft) (ft) "c" Wtd "C" Impervious 0 9,961 1.00 0.00 Pervious 9,961 9,961 0.20 0.20 Runoff Coefficient(C)= 0.20 Runoff Volume V= 0.20 x 9,961 x 9.3 / 12 V= 1,544 ft3 Postdevelonment Runoff Volume: Lot Area (A) = 9,961 ftZ Runoff Coefficient Area Lot Area Description (ft) (ft) "c" Wtd "C" Impervious 3,235 9,961 1.00 0.32 Pervious 6,726 9,961 0.20 0.14 Runoff Coefficient(C)= 0.46 Runoff Volume V= 0.46 x 9,961 x 9.3 / 12 V= 3,550 ft3 Required storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 3,550 - 1,544 DV= 2,006 ft3 Retention 06-32543—AB-onsite Retention.xls 3/17/2006 Comp. By: RLC Date: 11/1/2006 Public Works Department City of Atlantic Beach Permit No: 06-32542/32543 Address: Dutton Island Road, Lot 1, Block 7 78/80 Donners Road Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth (9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 9,961 ft' Runoff Coefficient Area Lot Area Description (ftp) (ft) "C" Wtd "C" Impervious 0 9,961 1.00 0.00 Pervious 9,961 9,961 0.20 0.20 Runoff Coefficient(C)= 0.20 Runoff Volume V= 0.20 x 9,961 x 9.3 / 12 V= 1,544 ft3 Postdevelopment Runoff Volume: Lot Area(A) = 9,961 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd"C" Impervious 3,235 9,961 1.00 0.32 Pervious 6,726 9,961 0.20 0.14 Runoff Coefficient(C)= 0.46 Runoff Volume V= 0.46 x 9,961 x 9.3 / 12 V= 3,550 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 3,550 - 1,544 DV= 2,006 ft3 Retention 78-80 Dutton Island Road-onsite Retention.xis 11/1/2006 S r fV S, Comp. By: RLC Date: 11/1/2006 YJ:3 �r Public Works Department City of Atlantic Beach Permit No: 06-32542/32543 Address: Dutton Island Road, Lot 1, Block 7 78/80 Donners Road Provided Storage: Elevation Area Storage (ft) .(ft) (ft) 11.0 1,564 0 BOTTOM 12.5 2,022 2,690 TOB Required Treatment Volume= 2,006 ft3 Supplied Treatment Volume= 2,690 ft3 Retention 78-80 Dutton Island Road-onsite Retention.xls 11/1/2006 BP25OUO2 CITY OF ATLANTIC BEACH 10/17/06 Application Tracking Individual Step Review 10: 11: 42 Application number . . . . : 06 00032542 Application type . . . . . : TWO FAMILY RESIDENCE Revision number . . . . . . Agency/path/step/seq . : PUBLIC WORKS A 01 00 Date submitted, resulted . . 32006 Approval code . . . . . . . . Reviewed by . . . . . . . . . Revised est cpl date . . . . 32106 Copies of plans . . . . . . . Seq Comments Prt Date 1. 00 On-site retention calculations not provided. 32106 2 . 00 Dimensions of proposed on-site retention basin not shown. 32106 3. 00 A small bern will be required (approx. 6") along the ditch 32106 top of bank to prevent bank erosion. 4. 00 Provide silt fence details. 32106 5. 00 How much will the changes be on the existing elevation? 32106 More. . . F3=Exit F12=Cancel CITY OF ATLANTIC BEACH " f PLAN REVIEW SHEET Routed to: Z5 S.Makowski Building Department Public Works&Public Utilities Departments L. Higgins 800 Seminole Road 1200 Sandpiper Lane S. Doerr Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 R. Carper (904)247-5800 (904)247-5834 D. Kaluzniak (904)247-5845 Fax (904)247-5843 Fax Public Safety PLAN REVIEW C®REVIENTS Permit Application# Property Address: 0(!ti-uAj Applicant: 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: I w C G�S (31 77 - "vPP I Please re-submit your application when these items have been com eted. Reviewed By: Date: Date Contractor Notified: e© tT 0Ct �o S R r tr " i i C FILE OPY, Engmeerec rQcts, Ix�c, iT�la �?eayc c�cco of 14u1i�c#si $67 A#rer'= t kstiae , Jobb t+ a sz . 461'4#A'� T t A R�' NC � R1 VA .tt�doi��Y'..� ,L/l Q�TTON IS.LA# Y I�IC: / E SeCOMIP . r. xri�sCntz.AitS�%tpI .�di�;�(Si��JFgC A pind�S o reRNetsions 7.20, 7 3 suvmra3 it a � ".L iS `fit P# , � .P«E.. - LICENSE 44. , AGI�S ,L ' iAGK'�FL 2SD Minirtiusk �lilxb�t+ :' Roof ,0 PSF 0 11's,,burattt��t F:tdor 55:4 PSF 0 1. {i 1 d>� t_`4 Ptt ASCE 7-10 'Partil ��Irclos�td emotes S" " �D/�I w . . et srlrJati n as to the sulta��i l0y of these trust ca Pa eats r�r t . struture 1s tlae hspnl3�tlt+ Pf the bufid[n d $ldrT �«• a� * record, as defi.ned' ieASt TPF Fiatada um6c+r`�2 2 ' Z. the'drawing dente shrtwn an tis 1n ex; sheet Oust snatch the date ihowh ort the lndlvlduat truss<co ont cirawin �� ixleysae... 4, t a zty>a t 33844 3. The, Toads in4lceted a�r.al re eren d qtr a esu h� ibns steet i�1th the tr0� gout Provided 6y tt berAnti ltet fortdvear fere�C�� o� ��� � 4 ti�n> elements andtb4sic load para tars _are 'to, $"Ares euee 0p A_ pro#ed it' file EO 11ding desdgn;er. _ 4.k i i1a dYJ Itf; iS3i >}{v;rt 4. As showh:on, attached dr ' fi, s.; they dra n amber l , y, 0etai1SC O LL T�N-140 q�+ if l3 '�' ��1 it j fe-F Es 7��1f 1f+a4l7Y �A`x�� r ; 91 � n , �+ y 0 4 ¢� 1.C ;7. 49`98i �ftJtMG ., �, -r��t '�'ny,?�Af,} a,si �}� x 6i�� i oe,y. �j �y.g•.R'S.{'�rl �f n�` # °: . ' r 111 4 701..A9, n°et t 3 Lys ¢' �� `". i a a Aa t IN x3xu , Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number: 567 Page 1 of 1 Document ID:1T1C235-R5710162840 Truss Fabricator: Lumber unlimited Job Identification: Copy-56340A-STEVE MABRY INC / DUVAL COUNTY -- L/7/1 DUTTON ISLAND (56340A-STEVE MABRY INC / I Truss Count: 3 Model Code: Florida Building Code 2004 Truss Criteria: ANSI/TPI-2002(STD)/FBC Engineering Software: Alpine Software,Versions 7.20, 7.31. Structural Engineer of Record: Address: Minimum Design Loads: Roof 42.0 PSF @ 1.25 Duration Floor 55.0 PSF @ 1.00 Duration Wind 120 MPH ASCE 7-02 -Partially Enclosed Notes: Seal Date: 10/10/2006 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record,, as defined in ANSI/TPI I James F.Collins Jr. Florida License Number:52212 2. The drawing date shown on this index sheet must match the date 1950 Marley Drive shown on the individual truss component drawing. Haines City,FL 33844 3. As shown on attached drawings; the drawing number is preceded by: HCUSR235 Revised Trusses Ref Description Drawing# Date 1 49699--A7 05334098 11/30/05 2 49700--A8 05334099 11/30/05 3 49701--A9 05333679 11/29/05 I"IIII�IIII II'lll'IIII II'II'I I'�I (56340A-STEVE MABRY INC / DUVAL COUNTY L/7/1 DUTTON ISLAND F1) THIS DWG PIFPARED` FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HER. Top -0 Chord 4x2 SP #2a, + 2X6 continuous strongback. See ANSI/TPI 12 Sect. 7.5. Bot chord 4x2 SP #2 Webs 4x2 SP #3 Deflection meets L/360 live and L1240 total load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Truss must be installed as shown with top chord up. CHORD SPACING(IN OC) START(FT) FND(FT) TC 91 0.25 16.58 BC 120 0.25 16.33 Note: Specified hanger(s) based on Southern Pine lumber values. Refer to hanger manufacturer's product catalog for proper applications. Hanger = Simpson THA422 or equivalent, fill all nail holes. J J 6-11 8 24" 7 7 8 15" Typ. I� 4X4= 1.5X4(R) = 3X4= 3X6= 4X4111 3X3= 3X4= 3X4= 4X6= 1-0 8 + 1 TO 812 4X6= 3X3= 1.5X4111 3X8= 1.5X4111 1.5X4111 3X3= 4X6= 2X4111 2X4111 3X3= 16-7-0 Over 2 Supports �1 R=899 W-3" R-912 (J) Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave C /RT=1.25(1.25) /5(2) 7.20.0918. 19 QTY:16 FL/-/4/-/E/-/- Scale =.375" Ft. **WARNING**TRUSSES RFOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. T C L L 40.0 P S F R E F R235-- 49691 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INF ONMATION). PUBLISHED BY TPI (TRUSS PLATE INSTI111TE. 583 D'ONOFRIO DR.. SUITE 200. MAD,SoN, WI 53)1IT AND WIC (WOOD TRUSS COU NCI I. OF AMERICA, 6300 ENTERPRISE IN. . •!•• Nw MADISON. WE 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. ••••` E s••••u- TC DL 10.0 P S F DATE 11/30/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED \�_` RIGID CEILING. ff -A NO BC DL 5.0 PSF DRW HCUSR235 05334090 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALI,AIION CONTRACTOR. ALPINE ENGINEERE ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBII POR ANY DEVIATION FROM THIS DC SIGN: ANY FAILURE TO BUT ILO THE =*' B C L L 0.0 P S F FIC-ENG D L J D L J TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING b OR f,l NO OF TRUSSES. 3 • / CONNICIOR PCAIESWAIC MADE OFe20/1e/16GAD(w.H/STC) ASIM`A653 GRADENno/ao 1W I/n/si CATV SIITT AIII' TATE OF j TOT.L D. 55.0 P S F S E A N— 139097 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS BESIGN. POSITION PER DRAWINGS 16DA-2. Q (� {,, ANY INSPECTION OF PLATFS FOLLOWED BY (i) SHALL BE PEP. ANNEX A3 OF IP11 2002 SEC.3. A SEAL ON IHIS ••• pp �P• FAC L��/ A1pIIIP ETI" pled Products,Inc' DNANING INDICATES Af,G FPI ANCE DF PROFESSIONAL ENGINFERING RESPDNSIB1111Y SDLFLY FOR THE TRUSS COMP DNENT •��O flltO,.��\ D U R•I A 1•0 0 FROM 6 DESIGN SHOWN. I H E SUITABILITY AND USF OF THIS COMPONENT FOR ANY BUILDING IS IHC RESPONSIBILITY OF THE s M��• Haines City,FL 33844 BUILDING DLSIGNFR PER ANSI/TPI I SEC. 2. 0 N SPACING 24.0" J REF- 1 T 1 C 2 3 5_R 5 7 FL Cenificate of Authorization#567 THIS CaIG PR,CPARF,O FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (56340A-STEVE MABkY INC / DUVAL COUNTY -- L/7/1 DUTTON ISLAND F1KW) Top chord 4x2 SP 2� Deflection meets L/360 live and L/240 total load. Bot chord 4x2 SP 2 Webs 4x2 SP #3 Truss must be installed as shown with top chord up. Fasten rated sheathing to one face of this frame. Sheathing is required for any longitudinal (drag) forces. All connections to be designed by the building designer. 1.5X4(R) T 14-0 1 0 8 812 2X4 III 16-7-0 Over Continuous Support _I R=109 PLF W=16-7 0 Note: All Plates Are 1.5X4 Except As Shown. Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq RT=1.25(1.25) 5(2) 7.20.0918.19 QTY:2 FL/ /4/ /E/ Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. T C L L 40.0 P S F R E F R235-- 49692 REFER r0 BCST I-03 (BUILDING COMPONENT SAFETY INFOPMAIIQN), PUBLISHEp BY THE I'R05S PLATE INSTITUTE. III A D'ON 0FR10 OR SUITE 200. MADISON, WI S3]19) AND WTCA (W000 TRUSS COUNCIL OF AMERICA. 6300 ENTERPRI SC LN. ffY T C D L 10.0 P S F DATE 1 1/30/05 MADISON, WI 53119) FOR SAFETY ,RAC T ICES PRIOR i0 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. �//`� •. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED '�tiy RIGID CEILING. �_ll BC DL 5.0 PSF DRW HCUSR235 05334091 **IMPORTANT**URNTSH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED O. ALPINE PRODUCTS. INC. SHALL NOT BF RESPONSIBLE TOR ANY DEVIATION FROM THIS DESIGN: NY FAILURE TO BUILD THE B C L L 0.0 P S F HC-ENG DLJ/D L J TRUSS IN CONFORMANCE NITfI iPl: OR FABRICATING. HANDLING, SHIPPING. INSTALLING & BRACING OF TRUSSES. DESIGN C.ONFDRMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY A—A) All 111. ALPTNF T 0 T.L D. 5 5.0 P S F S EON- 139100 fpNNECTOF PLATES ARE MADE OF 20/16/16GA (W,H/S,KJ ASTM A653 GRADE 40/ti0 (W. GALV. S1ECL. APPLY TATE OF PLAIES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DF SIGN. POS Ii I ON PER DRAWINGS .GOA-` 1 c r M(�� 4.. ( ANY INSPECTION QF PI AI" FO LE OWED BY (i SNAIL BE PCR ANNE% A3 OF IPIl-200? SEG.3. A SEAL DN THIS A ( L�,I ESA I/ pme Engtueered PFoducts,Inc. DRAWING INDICATES ALCEPTANCF OF FRDFES"ENAL ENGINEERING RESPQNSIBIIIiY SOICIY FOR THF TRU55 COMPIn N D U R•FAC• 1.00 F ROM M K B I95U IVIaFiey(1[1Ve pESIGN SHOWN. THE SWITABIt ITY AND II SF OF THIS f,OMPONENF FOR ANY BUILDING IS THE RESPON5TBILITY OF THE ����O R1O�•�\ Haines City,FL 33844 BUILDING DESIGNER PER ANSI/TPI I SEC. 2: / �QN SPACING 24.0 JREF- 1T1C235_R57 FL Certificate of Authorization N 567 THIS C61G PKPARE,D FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (56340A-STEVE MABRY INC / DUVAL COUNTY L/7/1 DUTTON ISLAND F2) Top chord 42 SP 2 See ANSI,/TPI 1-02 Sect 7.5 for additional bracing requirenfents. Bot chord 42 SP 2 Webs 42 SP #3 Deflection meets L/360 live and L/240 total load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Truss must be installed as shown with top chord up. CHORD SPACING(IN OC) START(FT) END(FT) TC 120 0.00 15.33 BC 120 0.25 15.08 Note: Specified hanger(s) based on Southern Pine lumber values. Refer to hanger manufacturer's product catalog for proper applications. Hanger = Simpson THA422 or equivalent, fill all nail holes. 4-7-0 24" —� — 8-9 0 15" Typ. 3X6= 3X3= 3X3= 3X3= 3X3= 3X8= 3X3= 3X4= 1 4-0 T 8-1 2 2X4111 3X3= 3X3= 1.5X,4111 3X3= 3X3= 1.5X4111 3X3= 3X8= 2X4111 IE 10-11-4 =1 fE 15-4-0 Over 3 Supports J I R=591 (J) R-904 W=3.5" R=270 W=3" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave C /RT=1.25(1.25) 5(2) 7.20.0918.1 QTY:4 FL/ /4 /E / Scale **WARNING** 1RUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. LL 40.0 P S F R E F R235-- 49693 REFER TO BCSI 1-63 (BUILDING COMPONENT SAFETY INFORMATION), PU.LISHEO BY FEE (T RU55 PI q TE INSTITUTE. 593 D'ON OFRIO DR., 5UI TE 200, MADISON. WI 53]19) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN. • `��� ��� T C D L 10.0 P S F DATE 1 1/3 0/0 5 MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. v . No. 2 :9 BC DL 5.0 PSF DRW HCUSR235 05334092 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONIRAC1OR. ALPINE. ENGINEERE �` ALPINE PRODUCTS. INC. SMALL NOF BE RESPONSIBLE FOR ANY DIVIAIION FRBM THIS DESIGN; ANY FAILURE TO BUILD TO * y BC LL 0.0 P S F HC-ENG DLJ/DLJ 'RU 5S IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING A 9RACING OF TRUSSES. }I �onNc cr envOR nM[sW HE IT nno�of Bzo��e/iecAG�u.nisiK) A IniAes3 GRADE40/6.F' (wr s�n�si CA v�P siIEL. A,PIN •O TATE OF T D T.L D. 5 5.0 P S F S E A N- 139119 PLATES 10 EACH FACE OF TRUSS AND, UNLISS OTHERWISF LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16CA-Z. ANY INSPCCIION OF PI.AIES FOI.I OWEp BY (11 SHAH OE PER ANNE% A3 OF IPI1 2002 SEC.3. A SEAL (IN TH[5 p r'Jt Alpine Engineered Products,lnc. RAWING INDICATES ACCEPTANCE OF PROFFSSIONAL ENGINEERING RFSPONSIBILITY SOLELY TOR THE TRUSS COMPONIS, •� O R�O,.�G� D'J R.FAC. 1.00 FROM M K B 1950 Marley Dnve DESIGN SHOWN. THE SUIIABIL.ITY AND USE OF THIS COMPONENT TOR ANY BUILDING IS THE RFSPGNSIBIIIIY Of THEM~ Haines City,FL 33844 BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. �� I1M1iL)G__ SPACING 24.0 JREF- 1T1C235_R57 FL Certificate of AuthDri anon N 567 THIS CiIG PRb PARD FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MER. (56340A-STEVE MABPY INC / DUVAL COUNTY - L1711 DUTTON ISLAND F3) Top chord 42 SP 2 i 2X6 continuous strongback. See ANSI/TPI 1 02 Sect. 7.5. Bot chord 42 SP 2 Webs 42 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. TC 93 0.25 13.38 BC 120 0.25 1.50 Truss must be installed as shown with top chord up. BC 120 0.25 2.81 BC 120 1.50 5.00 BC 120 2.81 7.00 , BC 120 5.00 8.31 BC 120 7.00 9.63 BC 120 8.31 12.13 BC 120 9.63 13.37 BC 120 12.13 13.37 2-10 8 24" I J 8-9-0 15" Typ. 3X4= 3X3= 1.5 X 4(R) = 3X4= 1.5 X 4 III 3X4= 3X3= 3X4= 4 1 0 8 + 1.5X4(R) = l lu o0 8 1-2 �I IL 5X4= 2X5111 5X4= 4X4= 2X5111 4X4= 5X4= 2X5111 2X5111 �E 13-7-8 Over 2 Supports J I R=737 W=3.5" R=737 W=3" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave C RT=1.25(1.25) /5(2) 7.20.0918.19 QTY:8 FL/-/4/-/E/-/- Scale =.5" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. CU T C L L 40.0 P S F R E F R 2 3 5 4 9 6 9 4 REFER TO IC5I I-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO OR.. SUITE 200. MADISON. WI 53]19) AND WTCA (WOOp TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, _n T C D L 1 O O P S F DATE 1 1/30/05 MADISON. WI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. :�\^ ��•�•.*.V TOP CHORD SHALL HAVE PROPERLY ATIACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALT HAVE A PROPERLY ATTACHED V RIGID CEILING. BC DL 5.Q PSF DRW HCUSR235 05334093 *IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENG IN EP.ED *PRODUCTS. INC. SHA LI NOT BE RFSPQNS IBLF EOR ANV oFVIAT ION FROM THIS DEIGN: ANY FAILURE TO BUILD THE : B C L L D O P S F HC-ENG D L J/D L J ALPINE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING N BRACING OF TRLSSES. DESIGN CONG ORM5 KITH APPLICABLE PROVISIONS OF NDS (NA 110 NAL DESIGN SPEC. BY AF&PA) ANO TPI. ALPINE TOT. CONNECTOR PEA ES ARE MADE OF 20]19]16GA (W,H,S]K) AS A653 GRADE 40]60 (W. K,11.5) GALV. SIFEL. APPI OF TQT.LD. 55.0 P S F S E Q N- 139107 ♦� �q {{�� PI.ATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 1GO A-Z. fllpme Engineered Product.Inc. ANY INSPE LTION OF PLATES FOLLOWED BY (i) SHAT I. BE PER ANNEX Al OF IP112002 SEC.]. A SF AI. ON THIS ��'••. CO R10 DUR.FAC. 1.00 FROM MKB 19SO Marl Drive DRAWING INDIf.ATFS AC CEPTANCC OF PROT ESSIONAL ENG INECRTNG RESPONSE JITTI SQL EIY FOR THE IRU 55 COMPONENT ` DESIGN SHOWN. THE SUITABILITY ANO USE QF THIS COMPONENT FOR ANY BUILDING IS THE RLSPONSIBILITY OF THE Haines City,FL 93844 RUIIOING DESIGNER PER ANSI/TPI I SEC. 2. NL SPACING 24.0 J REF- 1 T 1 C 2 3 5_R 5 7 EL Certificate of Authorization#567 (56340A-STEVE MABRY INC DUVAL COUNTY L/7/1 DUTTON ISLAND F4) THIS DOUG PREPARE) FROM COMPUTER INPUT (LOADS &A DIMENSIONS)„ SUBMITTED BY TRUSS MER. / Top chord 4x2 SP 2 + 2X6 continuous strongback. See ANSI/TPI 1-02 Sect. 7.5, Bot chord 4x2 SP 2 = Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L1240 total load. TC 98 0.25 15.33 Truss must be installed as shown with top chord up. BC 120 0.25 15.33 6-11-8 24 6-7-8 15" Typ. 3X4= 4X4= 3X3= 1.5X4(R) = 3X3= 3X4= 4X4 III 1.5 X 4 III 3X3= 3X3= -------------------- TT 1-0-81-4-0 1.5X4(R) = 1 v o +8-1-2 3X4= 3X3= 1.5X4111 3X6= 4X4= 3X3= 3X3= 2X4111 3X3= 2X4111 [E 12-1-12 1 15-7-0 Over 3 Supports —1 R=684 W=3" R=783 W=3.5" R=299 W=3.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(1.25) 5(2) 7.20.0918. 1 O Y:2 FL/ 4/-/E/-/- Scale =.511/Ft. **WARNING'*TRUSSES RFOHIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTAI.t ING AND BRACING. T C L L 4 0.0 P S F R E F R235-- 49695 REFFR TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PIAIE INIII TUIE. 583 I'INOF RIO DR., SUITE 200. MADISON, WI 53)I9) AND WT CA (WOOD 1RUS1 COUNCIL OF AMERICA, 6300 ENTERPRISE IN. . -n (` 'I (� MADISON, WE 53119) FOR SAF EiY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, •�C` ••••[�=•�.{� T C D L 1 0.O P J F DATE T C 1 1/3 V/O 5 10P CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED �7F /1 L RIGID CEILING. t �.� No C DL 5.0 PSF DRW HCUSR235 05334094 "'tI MPORTANT**FURNISH A COPY OF THIS DESIGN 10 INC INSTALLATION CONTRACTOR. ALPINE ENGINE[ D / 7 ALPINE PRODUCTS. INC. SHALI NOT BF. RESPONSIBLE FOR ANY DEVIATION FRDM THIS DESIGN; ANY FAILDRE TO BOILD E * ` * B L L O.O P S F 11C-ENG D L V/D L J TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING a BRACING OF TROSSE 1{ (T DE SIG II CONFORMS WITH APPIICAOLE PROVISIONS OF No (NATIONAL DESIGN SPEC, BY AF BPA) AND IPI. ALPINE C = T O T L.D. 55.0 P S F S EON 139109 CON NE f,TOR PL ATFS ARE MADE OF 20/18/166A (W,H/S/K) ASTM A663 GRACE 40/60 (W, K/H.S} GAL V. STECI. APPLY A: STAT Or PLATES TO EACH FACE OF TRUSS AND. UNI FSS OTHERWISE I.00ATFD ON THIS DESIGN, POSITION PEP DRAWINGS CA Z. cw s Alpinj�� p /� (�/� ♦., ANY INSPECTION OF PLATES FOLLOWED BY (i) SM AIL BE PER ANNEX A3 OF 1PiI-2002 SFC.3. A SEAL DY TIIIS �• •'1 pp`n[-f• ,,F�/ E EnglneeFad Pfoducts,Inc. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING OF IF SIBIIITY SOLELY FOR THF IRU SS COMPONENT •�'• O_f1��.��\ D U R.FAC. 1.00 F R O M M K B '1 950 Marley Drive DESIGN SHOWN. THE SUITABII.I=Y AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILIT" OF THE ••`,�ML� Haim City,FL 33844 BUILDING DESIGNER PLR ANSI/TPI I SFC. 2. �s®�1"W�� S P A C I N G 2 4.0" J REF- I T 1 C 2 3 5_R 5 7 FL Certificate of Authorization N 567 ' THIS CNG PFALPARFD FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (56340A STEVE MABRY INC / DUVAL COUNTY - L/7/1 DUTTON ISLAND F5) Top chord 4x2 SP #2, + 2X6 continuous strongback. See ANSI/TPI 1-02 Sect. 7.5. Bot chord 4x2 SP #2 Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. TC 90 0.25 12.04 BC 120 0.25 12.04 Truss must be installed as shown with top chord up. " 6-11-8 -� 24 —3-4-0- 115" 3 4 015" Typ. 3X4= 4X4=- 1.5 X 4 X4=1.5X4(R) = 3X3= 3X4= 4X4 III 1.5X4 III 3X4= T1 0 8 1.5X4(R) = 1 lU o O L--j L--==i S: *8-1 2 3X4= 3X3= 1.5X4111 3X6= 4X4= 3X4= 2 X 4 111 2X4 III 12-3-8 Over 2 Supports I V664 W=3" R=664 W-3.1— Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25(1.25) /5(2) 7.20.0918.19 QTY:6 FL/-/4/-/E/-/- `L/ 4/-/E/ - Scale =.5"/Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. T C L 40.0 P S F R E F 8 2 3 5 49696 REFER TO.CSI I-D3 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRU 5S PLATE INSTITUTE, 5P3 G` D'DNQFRID DR., SUITE 200, MADISON. WI 53]19) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, •..•••••••• , T C D L 10.0 P S F DATE 1 1/30/05 MADISON. WE 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE EXIT DNS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �• Nb. �� BC DL 5.0 PSF DRW HCUSR235 05334095 —IMPORTANT**FURNISH A COPY OF THIS DESIGN TO TIIF INSTALLATION CONTRACTOR. ALPINE ENG INEERF PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEV'AT" FROM THIS DESIGN: ANY FAIIDRE TD BUILD T ♦ BC L L 0.0 P S F H C-E NG DLJ/D L J ALPINE RUSS IN CONFORMANCE WITH TPI; OR FABRICATING. HANpLING. SHIPPING. INSTALLING 8 BRACING OF TRUSSES. ^ DESIGN CONF pkMS WITH APPLICABLE PROV1110NS OF NDS (11TI111L DESIGN SPEC. .Y AFBPA) AND 111. ALPINE CONNECTOR PLATES ARE MADE OF 20118,16CA (N.H/S/K) A51M A653 GRADE 40;60 (W. R/FI,S) GALV. STEEL. APPLY �• -TATE F 1 T O T L D 5 5.0 P S F S E A N- 139 1 1 1 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED DN THIS DESIGN, PD SIT ION PFR DRAWINGS 160A I- p {.. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNE%A3 OF TOIL-2002 SEC.3. A SEAL ON TB 15 �•�.I• p P••• R C M� 13 AZphieg�95O MadPF��rluelJflHC. DRAWING INDTCAlES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIRILIIY SOLELY FOR THE TRUSS COMPONENT Q[l,�i�•�� D U R FAC• 1•0 O FROM M K B ey DESIGN SHOWN. THF SUITABIL TTY AND USE OF THIS COMPONENT FOR ANY BUILDTNG IS THE RESPONSIBILITY OF THE Haines City,FL 33844 BUILDING DESIGNER PER ANS17111 1 1— 2. ��fj� SPACING 2 4.0" J REF- 1 T 1 C 2 3 5_R 5 7 FL Certificate of Authorization#567 THIS DKr, PRf PARF,D FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (56340A STEVE MABRY„INC / DUVAL COUNTY -- L/7/1 DUTTON ISLAND F6) 4 ~ Top chord 4x2 SP #2 See ANSI„/TPI 1 02 Sect 7.5 for additional bracing requirernl�nts. Bot chord 4x2 SP #2 Webs 4x2 SP #3 Deflection meets L/360 live and L/240 total load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Truss must be installed as shown with top chord up. CHORD SPACING(IN OC) START(FT) END(FT) TC 120 0.00 10.83 BC 120 0.25 10.83 Note: Specified hanger(s) based on Southern Pine lumber values. Refer to hanger manufacturer's product catalog for proper applications. Hanger = Simpson THA422 or equivalent, fill all nail holes. 4-7-0 24"—� — 4-6-0 15" Typ. 3X6= 3X3= 3X3= 6X4111 3X3= 3X3= 1-4-0 T 1.5X4(R) = 1-0-8 *8 1-2 2X4111 3X3= 3X3= 3X8= 7S 3X3= 1.5 X 4 111 2 X 4111 11-1-0 Over 2 Supports — R=610 (J) R-597 W=3.5" Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave Cq/RT=1.25 (1.25) 5(2) 7.20.09 18_Limm, QTY 12 FL/-/4/-/E/-/- Scale =.5"/Ft. —WARNING—TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. � •� T C L L 40.0 P S F R E F R 2 3 5 49697 REFER TO BCSI I03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 ` K D'DE SON. DR., SUITE PDD. MADi SON. WE 532 L9) AND WTCA (WOOD TRUSS COUNCIL DF AMERICA, 6300 ENTERPRISE LN. T C D L 1 0 0 P S F DATE 1 1/3 0/0 5 MADISON. WI 53]19) FOR SAFETY PRACTICES PRIOR TO PER THESE FUNCTIONS. I1N lCS5 OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED �••�� RIGID CEILING. No 21 BC DL 5.0 PSF DRW HCUSR235 05334096 IMPORTANT"*FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED (^ ALPINE PROD' IS. INC. SHALL NO' BE RESPON BLE FOR ANY DEVIATION FROM TN]S DESIGN; NY""'L AR RE TO aUILD THE * BC LL 0.0 P S F HC -ENG D L ]/D L J TRUSS IN CONFORMANCE WITH IPF: OR FABRICATING, HA NOLING. SHIPPING. INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL, DESIGN SPEC. BY AFBPA) ANO 1P1. ALPINE CONNECTOR PLACES ARE MADE DE 20'18/15GA (W,N/SLA) ASTM A653 GRAOI 40X60 IW. K/H.S) CALY. STEEL. APPLY :� S�� T O T L D 5 5.0 P S F S E A N- 139113 PLATES TO EACH FACE OF TRUSS AND, UNLESS DIIIERWISF LOCATED ON IHIS DESIGN. POSITION YEN DNAWI NGS lfi 0A Z. w ♦� p ,,,,,I Products, � (� MNY INSPECTION OF PLATES FOL.I OWED BY (1) SHALL BE PER ANNF% A3 OF TP11-2002 SEC_3. A SEnI ON THIS ^�ORM ��. AdIpIHe EHDIHe'ee Gll Products,Inc.IDRAWING INDICATES ACCEPTANCE OF PROFF SSLONAL FNGINEERING RESPONS 18ILI TY SPLELY EUR TIE TRUSS COMPONENT yM (�` OUR FAC 1.00 FROM ISI 1�6 1950 Marley Drive DESIGN SHOWN- lHE SUIIABIL IIY AND USE OF THIS COMPONENT FOR ANY BUILDING IS 14F RFSPONSIBIL ITY OF 1HE v Haines City,FL 33844 BUILDING OESIGNFR PER ANSI/TIT I SEC. 2. ' , S P A C I N G 2 4.0" J REF- 1 T 1 C 2 3 5_R57 FL Certificate of Authorization#567 THIS CVG PR,v PARF„O FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (56340A-STEVE MABRY„NC / DUVAL COUNTY -- L/7/1 DUTTON ISLAND F6KW) Top chord 42 SP 2 Fasten mated sheathing to one face of this frame. Bot chord 42 SP �2 Webs 4x2 SP #3 Deflection meets 1/360 live and [/240 total load. Truss must be installed as shown with top chord up. T T 1-4-0 1-4-0 8-1-2 fE 11-1-0 Over Continuous Support —1 R=129 PIF W=11-1-0 Note: All Plates Are 1.5X4 Except As Shown. Design Crit: TPI-2002(STD) /FBC PLT TYP. Wave C /RT=1.25(1.25) /5(2) 7.20.0918.Ic FL/-/4/-/E Scale =.5" Ft. *EFERNO G**TRUSSES RILDIN E EXTREME CARE IN FABRIf,ATION, HANDLING, SHIPPING, INSTALLING AND BRACING. w T C L L 40.0 P S F R E F R235- 49698 REFER TO 8CS1 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PURLISNFD BY LPI (TRUSS PLq_T INSTITUTE. 583 4 .� MADISON. NIO DR.. SUITE 200. MADISON. WI 53]19) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE IN, ••�;je. T C D L 10.0 P S F DATE 11/30/05 MADISON. W[ 53]19) FOR SAFETY PRACTICES PRIOR TO PERFOft MJ NG THESE FUNC170N5. UNLESS OTH ER VII SE INDICATED. E TOP CHORD SHALL IIAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. BC DL 5.0 PSF DRW HCUSR235 05334097 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTAIIATION CONTRACTOR. ALPINE ENGINEER �.' No. 12 *• A L P I N E PRODDCTS. INC. SHALL NOT BE III'ON SIBIE FOR ANY UFVIA TION FPOM TILS DESIGN: ANY FA FIORE TO IT DIED T : B C L L O O P S F H C-ENG DLJ/DLJ TRU55 IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS NIIH APPLICABLE PROVISIONS DF NOS (NATIONAL DESIGN SPEC. BY AF&P A) AND I 1. ALPINE T • TOT.L D 55.0 P S F S EON 139115 CONNECTOR PLATES ARE MADE OF 20/tA/i6GA (W,11/S/K7 ASTM A653 GRADE AOJ60 (W. K/H.SI GAL V. STEEL. APPLY A i. STA I E /1G PLATES TO EACH FACE OF TRUSS ANO, UNLESS UIHC RWISC EDC A1E0 ON THIS DESIGN. PT,"IFN PFR DRAWINGS I60A-Z. J`R R,� A,���// r� ANY INSPECTION OF PLATES FOLLOWED BY (I) SHAH BE PER ANNEX A3 OT TPII 2002 SE C.J. A SEAL E THIS P� D U R.F A C 1.00 FROM MIS B Alpine Engpineered Products,lnc. :°CQR�O,..• Y b DRAWING INDICA TFS ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILETY SOLELY FOR THE TRUSS COMPONENT 195 Cily,ey Drive OE SIGN SHOWN THE SATIABILITY AND USE OF THTS COMPONENT FOR ANY BUILDING IS THE RESPONtiIBIL1TY CF THE Haines city,FL 33844 Bun DING OPSIGNER PER ANSI/TPI 3 SEG. 2. �/�VAQ�l1v SPACING 24.0" )REF- 1T1C235_R57 FL Certificate of Audwrization#567 THIS DWG PR PARF*D FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, (Copy-56340A STEVE M9BRY INC / DUVAL COUNTY L1711 DUTTON ISLAND A7) t Top chord 2x4 SP 2 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, PART. ENC. bldg, Located Bot chord 2x4 SP 2 anywhere in roof, CAT II, EXP C, wind TC DL-4.0 psf, wind BC DL=3.0 Webs 2x4 SP #3 psf. Wind reactions based on MWFRS pressures. Truss spaced at 24.0" OC designed to support 1-0-0 top chord outlookers. Cladding load shall not exceed 10.00 PSF. Top chord must See DRW HCUSR001 02086015 for gable details. not be cut or notched. Deflection meets L/240 live and L/180 total load. , 4X4= 6 I I I 6 3X3, 4 7-10 3 X 3 3 X 3 3 X 3 8 1-2 2X4(A ) = 2X4(A1) L_1-4 0j 0 6 8 1-2-150 6-8 I I I-8-7 I 6-11-13 I 7-5-5 I _hl 18-5-8 Over Continuous Support _I �I R=106 PLF U=65 PLF W=18-5-8 R1: REVISED WIND. Note: All Plates Are 1.5X4 Except As Shown. DLJ 10/10/2006 Design Crit: TPI-2002(STD) PLT TYP. Wave Cq/RT=1.25(1.25) /5(2) 7.31.0821. , QTY:2 FL/ /4/ /E/ / Scale =.375"/Ft. '*WARNING**TRUSBFS REOIIIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. t C L L 20.0 P S F R E F R 2 3 5 49699 REFER TO BCS. 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 ` . MADISON DR., SUITE 200, MADISON. WI S3I19) AND WTCA (WOOD TRUSS FUNCTIONS. S. AMERICA. 6300 ENTERPRISE LN, ICE NS �•(r T C D L 7.0 P S F DATE 11/30/05 MADISON, WI 53]19) FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. To CHORD SHALL HAVE PROPERTY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. BC DL 5.0 PSF DRW HCUSR235 05334098 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION C,ONIRACTOR. ALPINE ENG IN ERE ' p ALPINE PRODUC,Ts. INf,. SHALL NOT BE B11111SIBLE FOR ANY DEVIAT.DN FROM THIS DESIGN: NY "I URE TO BUILD IH � • '* p C LL 1 0.0 P S F HC-ENG DLJ/DLJ TRUSS IN CONFORMANCE WITH TPI: OR FABRICATtNG. HANDLING. S111PP TNG. 1NSTALI TNG & BRACING OF TRUSSES. DESIGN CUNEORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC„ BY AFRPA) AND TPI. ALPINE ' (` (� CONNECTOR PLATES ARF MADE OF GO/18/IfiGA (W,H/S/K) ASTM A653 GRADE 40/6D (H. K/II,S) GALV. S1EEL. APPLY '��: TOT.LD 42.0 P S F ,,,)EON 17291 R E V PLATES TO EACH FACE OF TRUSS AN U, UNLESS DTIIER WISE 1.0 CA TFD DN THIS DESIGN, POSITION PER OR AW INGS 160A-Z. ♦� C.,p a,, ANY INSPECTION OF PI ATES FOLLOWED BY (i) SHALL BE PER ANNEx A3 OE iPTI-2002 SEC.3. A SEAL ON THIS ww • �•• D LIR FAC 1.25 F R OII ``/,I/I} Alpine Engineered Products,Inc.IDRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINFERING RFSPONSIBILITY SOLLiY FOR THE TRUSS COMPONENT • ~�•` K D 1950 Mariey Drive DESIGN SHOWN. THE SUITABILITY ANO USE DF THIS CDO PONENT FDP.ANY NDILDING IS THE RESPONSIBILITY OF THE Haines City,FL 33844 BUILDING DESIGNER PER ANSI/IPI I SEC- z. 0 ��� SPACING 24.0" J REF- 1 T 1 C 2 3 5_R 5 7 FL Certificate of Authorization 9 567 THIS DW- PRYSPARU FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (Copy-56340A STEVE M4,BRY IN / DUVAL COUNTY - L/7/1 DUTTON ISLAND A8) % Top chord 2x4 SP 2 120 mph ,wind, 15.00 ft mean hgt, ASCE 7 02, PART. ENC. bldg, Located Bot chord 2x4 SP 2 dnywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=3.0 Webs 2x4 SP #3 psf. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L1240 live and L/180 total load. TC 63 -1.33 18.46 BC 85 D.15 18.31 4X4= I 1.5X4 \�� 1.5X4% I —1 6 4-11-9 6 812 3X8= 2X4(A1) = 2X4(A1) L1 4-0�:j (, 9-2-12 I 9-2-12 I IE 18-5-8 Over 2 Supports —( R=868 U=549 W-3.5" R-787 U=501 W=3.5" R1: REVISED WIND. Design Crit: TPI-2002(STD) DLJ 10/10/2006 PLT TYP. Wave Cq RT=1.25(1.25) /5(2) 7.31.0821.2 TY: FL/-/4/-/E/-/- Scale =.375"/Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. ••. FUR 20,0 PSF REF R235 49700 REFERTOSCSI103 (NUILDINGCOMPONENT SAIITY INFORMATION). PUBLISHEDBYTPI (TRUSSPLATEINSTITUTE. 583 L SFr 'I'I /�MDISON. DR.. SUITE 200. MADISON, HI3VAND WTCA (MOODTRUSS COUNCIL OFAMERICA. 6300 ESTEINDICA LN. • �•� 7.0 P S F D A 1 C 11/30/05 MADISON. WI 5319) FORSAFETYPRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERMISE INOICAT[D. CG vTOPHORDSHALL HAVE PROPERLY AITACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE A PROPERLY AITACHED RIGID CEILING. 5.0 PSF DRW HCUSR235 05334099 **IMPORTANT**FURNIGH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALPINE PRBDUCTS. ING. SIIALI NOT BE RISPDNSIBLEFOR ANY DEVIAIIDN FROM THIS DISIGN; ANY FAILLRE TO BUILD THE *' 1 D D PSF HC-E NG DLJ/DLJTRUSSINCONFORMANCEW,THTPI: ORFABRICATING, "ADDI'NG. SI IPPING. INSTALL INC,6BRACINGOF TRUSSES.DESIGN COREORM5WITH APPLICABLE PROVISIONS OFNUSNATIONAL DESIGN 5P EC. BY AF&PA) AND TPI. ALPINE ONNECIOF PLATES AREMADE OF JO/18/I66A (W.H/S/E; ASTM n653 GRADE 40;60 (W. KIH.SI GALV. STEEL. APPLY �. -TATE OF i 42.0 PSF SEON- 172 96 REV r,. !t PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED UN THIS DESIGNLOSE1;0N PER DItAWI NGS 160AA'nIIIeGI IIIQ♦' Cr�licts,IIIC. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX AT OF TELL 2002 SEC ± A SEALCN 'HIS O � C. 1.25 FROM RCT Y }�T W DRAWING INDICATES ACCFPTANCF Of PRDFLSSIONAL ENGINEERING RESPONSIBILITY SO5F-C FOR THE IRU55 COMPONENT 1950 Marley l)IIVe DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONFNT FOR ANY BUILDING L5 THE RCSPONS1HILITY OF THE Raines City,FL 33944 BB ILDiNG DESIGNER PER AN5I,1P1 L SEG. 2. FL Certificate of Autttoriaation#567 0 •Nb� SPACING 24.0" JREF- 1T1C235_R57 THIS D'*, PR.bPARU FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (Copy 56340A-STEVE WoBRY INc,. / DUVAL COUNTY L/7/1 DUTTON ISLAND - A9) , Top chord 2x4 SP #2 120 mph ,Wind, 15.00 ft mean hgt, ASCE 7 02, PART. ENC. bldg, not Bot chord 2x4 SP #2 rocated within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-4.0 Webs 2x4 SP #3 psf, wind BC DL-3.0 psf. Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. (J) hanger connection not found in inventory file for this condition. IN LIEU OF STRUCTURAL. PANELS OR RIGID CEILING USE PURLINS: Provide connection. CHORD SPACING(IN OC) START(FT) END(FT) TC 75 1.33 0.00 Deflection meets L/240 live and L/180 total load. TC 75 0.47 6.00 TC 75 0.00 0.47 BC 70 0.54 6.00 BC 70 0.15 0.54 2X4111 / I 6 F 3-4-3 I 8 1-2 —1- 1.5X4111 2X4(A1) L--1-4-0--J i'E - 6-0-0 Over 2 Supports ----� R=345 U=180 W=3.5" R=243 U=211 H=Simpson LU24 w/ (2) 10d, 0.148"x1.5" nails in Truss w/ (4) IOd Common, 0.148"x3.0" nails in Girder R1: REVISED WIND. Design Crit: TPI-2002(STD) Girder is (1)2X6 min. (H) DLJ 10/10/2006 PLT TYP, Wave C /RT=1.25(1.25) /5(2) 7.31.0821.21 QTY:4 FL/-/4/-/E/-/- Scale =.5"/Ft. —WARNING—TRUSSES REDUIRE EXTREME CARE IN FABRICATION. HANDLING,. SHIPPING, INSTALLING AND BRACING. T C L L 20.0 P S F R E F R 2 3 5-- 49701 REFER TO BCSI E-03 (B�/ILDING COMPONENT SAFETY SNEBRMA TION). PUBIISHEO NY TPI (TRUSS PLATE INSTITUTE. 593 I C S D'ONOIRIO DR., SU TIE 200. MAOI SON. WI 53]19) AND W1CA (4100D TRUSS f,DUNCIL OF AMERICA. 6300 EN TF.RPR ISE LN. S•.A.• •` T C D L 7 0 P J F DATE 1 1/2 9/D 5 MADISON. WI 53]19) FOR SAT EIY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED �.` •����. RIGID CEILING. Y` 8C DL 5.0 PSF DRW HCUSR235 05333679• N "IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. AI PINE FNGINECRFU (` LJ I,�/� PRODUCTS, INC. SHALL NOT BE RESPONSIBLE GOR ANY DEVIATION FRDM THIS OE SIGN; ANY FAILURE iD BUIT.D THE 1 '� B C L L 1 0.0 P J F TIC-ENG DLJ/DLJ ALPINE TRUSS IN CONFORMANCE WITH TPI: DR FABRICATING, UAN0 ING, SHIPPING, INSTALLING d BRACING OF TRUSSES. DESIGN CONf0RMS WI1H APPLICABLE PROVISIONS OF Nps (NAl10NAL OE SIGN SPEC. RY AF&P q) PND TPI. ALPINE TOT.L D 42.0 P S F S E A N 17299 R E V CONNECTOR PtATFS ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE 40/60 (W. K/H.S) GALV. STEEL. APPLY A% TATE OF PLATES TO EACH GACE OF TRUSS AND, UNLESS OIHEPWISE LOCATED ON THIS DESIGN, PO SITTON PER DRAWINGS 160A-]. J p ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER AN n3 BE TPII-2002 SFC.3. A SEAL ON THIS Al Ine En ineered Products,Inc. ' O RIOP'' OUR.FAC. 1.25 F R D M M K B P b DRAM NG INpiLAlES ACCEPTANCE OF PROFESSIONAL ENGINE FRING RCSPDNS[B[I[TV SOL LY FOR THE TO COMPONENT I95U Marey Drive DESIGN SHOWN. THE SUITABTI ITY AND USE OE THIS COMPONENT TOR ANY BUILDING IS THF RESPONSIBILITY OF THE �• Haines City,FL 33844 BUILDING DESIGNER PER ANSI)TPT T SEC. z_ ���' �� $P A C I N G 2 4.0�� J REF- 1 T 1 C 2 3 5_R 5 7 .Certificate of Authorization#567 2X6 "T" REINFORCING GARIE DETAIL GABLE VERTICAL PLATE SIZES 2X4 "T" MEMBER NRCINGSYMVERTICAL LENGTH PLATE IF PLATES REI ABOUT + FOR LET—IN VERTICALS BETWEEN CHORDS SIZE OVERLAP* MEMBER LESS THAN 4' 0" 1X4 OR 2X3 2X8 GREATER THAN 4' 0", BUT 2X4 2X8 ATOENAIL TOENAIL LESS THAN 11' 6" x GREATER THAN 11' 6" 2.5X4 2.5X8REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. + * IF GABLE VERTICAL PLATES OVERLAP, USE A TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, SINGLE PLATE TO SPAN THE WEB. MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) EXAMPLE: 2X4 2X4 "L" BRACE, GROUP A, OBTAINED FROM THE GABLE + 42X8 APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR VERTICAL 2X4 LENGTH SBCCI WIND LOAD. TYP. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. WEB LENGTH INCREASE W/ "T" BRACE WIND SPEED "T" REINF. SBCCI ASCE AND MRH MBR. SIZE 110 MPH 2x4 10 % 10 % + 15 FT 2x6 40 % 50 % 110 MPH 2x4 10 % 10 % 30 FT 2x6 50 % 50 % 100 MPH 2x4 10 % 10 % 15 FT 2x6 30 % 50 % 100 MPH 2x4 10 % 10 % PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED T U S DESIGN. 30 FT 2x6 40 % 40 % + + ATTACH EACH "T" REINFORCING MEMBER WITH 90 MPH 2x4 20 % 10 % 15 FT 2x6 20 % 40 % HAND DRIVEN NAILS: 90 MPH 2x4 10 % 10 % RIGID SHEATHING 10d COMMON (0.148"X 3.",MIN) TOENAILS AT 4" O.C. PLUS 30 FT 2x6 30 % 50 % 4 TOENAILS (4) 16d COMMON (0.162" X 3.5",MIN) TOENAILS IN TOP AND BOTTOM CHORD. 80 MPH 2x4 LO % 20 % GUN DRIVEN NAILS: 15 FT 2x6 10 % 30 % Bd COMMON (0.131"X 2.5",MIN) TOENAILS AT 4" O.C. PLUS 80 MPH 2x4 20 % 10 % REINFORCING (4) TOENAILS IN TOP AND BOTTOM CHORD. 30 FT 2x6 20 % 40 % MEMBER 70 MPH 2x4 0 % 20 % THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. 15 FT 2x6 0 % 20 % ASCE 7-93 GABLE DETAIL DRAWINGS 70 MPH 2x4 10 % 20 % GABS TOENAILS A11015EN1103, A10015EN1103, A09015EN1103, A08015EN1103, A07015EN1103 30 FT 2x6 10 % 30 TRUSS SPACED AT 4" O.C. A11030EN1103, A10030EN1103, A09030EN1103, A0803OEN1103, A07030EN1103 EXAMPLE: ASCE 7-98 GABLE DETAIL DRAWINGS ASCE WIND SPEED - 100 MPH A13015EC1103, A12015EC1103, A11015EC1103, A10015EC1103, A06515EC1103 MEAN ROOF HEIGHT = 30 FT A13030EC1103, A12030EC1103, A11030EC1103, A10030EC1103, A08530EC1103 GABLE VERTICAL = 24" O.C. SP #3 ASCE 7-02 GABLE DETAIL DRAWINGS "T" REINFORCING MEMBER SIZE = 2X4 A13015EE0405, A12015EE0405, A11015EE0405, A10015EE0405, A08515EED405, "T" BRACE INCREASE (FROM ABOVE) = 10% = 1.10 A13030EE0405, A12030EE0405, A11030EE0405, A10030EE0405, A08530EE0405 (1) 2X4 "L" BRACE LENGTH = 6' 7" 4 TOENAILS MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI 1.10 x 6' 7" = 7' 3" CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. - RA G REPLACES DRAWINGS GAH98117 876,719 & HC2629403 --WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALL AND REF LET-IN VERT BRACING, REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION, PUHLISHE➢ BY T (TRUSS ��•/` _ PLATE INSTITUTE, 563 D'ONDFRIO DR., SUITE 200, MADISON, WI. 53719) AND WTCA (WOOD TRU S COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PR OR TO PE RMING *� •�• DATE 04/14/05 THESE FUNCT IDNS , UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PRUPERLY ATTACHE �'•��• •:•v� -- ---- STRUCTURAL PANELS AND BTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. No.b 12 D RNC'' GB LLETIN 04 0 5 -*IMPORTANT-• FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERE 7ALPINE �t —ENG DLJ/KAR PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & = - --.- BRACING OF TRUSSES, DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, NATE OF - BY AF&PA) AND TPI, ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE 40/60 (W,K/H,S) GALV. STEEL. APPLY PLATES TU EACH FACE ❑F TRUSS AND, UNLESS OTHERWISE LOCATED �p�jf s MAX TOT. LD. 60 PSF ON THIS DE S]GN, POSS TION PER DRAWINGS 160A-7. ANY INSPECTION OF PLATES FOLLOWED BY (D SHALL `� ••.��Q R`Q`.'` ALPINE ENGINEERED PRODUCTS,INC. gE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF .[f '•• D UR. PAG. ANY POMPANO BEACH,FLORIDA PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE V DESIGNILIT PERND UIETO ITHIS S C,COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILD ING S��IYAI. IMAX SPACING 24.0 " - THIS DIG P?A-PARTD FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS HER. (Copy ASCE 7-98 DET,A&LS ?ABLE) �• 140 MPH WIND, 30.0 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE GRACING DEFINITIONS: IN ROOF, CAT II, EXP C, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. NOTE: "END ZONE" EXISTS 18" AT BOTH ENDS OF VERTICAL WEB. 140 MPH WIND, 30.0 FT MEAN HGT, ASCE 7-02, PART. ENC. BLDG, LOCATED ANYWHERE (A) (1) 2X4 SP #3 "L" BRACE. ATTACH WITH 0.128"X3" NAILS @ 2" OC. IN IN ROOF, CAT II, EXP C, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. END ZONES; 4" OC. BETWEEN ZONES. (B) (2) 2X4 SP #3 "L" BRACES. ATTACH EACH WITH 0.128"X3" NAILS @ 3" OC. IN + FOR VERTICAL WEBS LESS THAN 4'0": W1X4 END ZONES; 6" OC. BETWEEN ZONES. FOR VERTICAL WEBS GREATER THAN 4'0" BUT NO MORE THAN 11'6": W2X4. (C) (1) 2X6 SP #2 N "L" BRACE. ATTACH WITH 0.128"X3" NAILS @ 2" OC. IN * SPLICE, PEAK, AND HEEL PLATES TO MATCH COMMON TRUSS. END ZONES; 4" OC. BETWEEN ZONES. ** 2X4 OR GREATER CHORDS. (D) (2) 2X6 SP #2 N "L" BRACES. ATTACH EACH WITH 0.128"X3" NAILS @ 3" OC, IN END ZONES; 6" OC. BETWEEN ZONES. DROP GABLE WILL SUPPORT 4'0" OUTLOOKERS WITH 2'0" OVERHANG (DROP HEEL GABLE) SPACED 24" O.C., OR THE LOAD FROM 12" PLYWOOD OVERHANG (NOMINAL HEEL GABLE). STUD SPACING / BRACING TABLE: IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO DESIGN THE ROOF 2X4 SP #3 DEFLEC (1) 2X4 (2) 2X4 (1) 2X6 (2) 2X6 AND CEILING DIAPHRAGMS AND SPECIFY CONNECTIONS TO TRANSFER ALL OUT-OF-PLANE f LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. STUD TION NO "L" BRACE "L" BRACE "L" BRACE "L" BRACE SPACING CRITERIA BRACE TYPE (A) TYPE (B) TYPE (C) TYPE (D) THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL DESIGN, CEILING AND ROOF SHEATHING DIAPHRAGM CONNECTIONS, AND ALL TRUSS TO WALL CONNECTIONS. 24" L/360 ----- 3' 1" 4' 2" 6' 3" 8' 0" 24" L/180 ----- 3' 4" 5' 7" 6' 3" 11' 0" ++ 7/16 MINIMUM APA RATED SHEATHING PROPERLY ATTACHED WITH LONG DIMENSION 16" L/360 ----- 3'11" 5' 3" 7'10" 9'11" PERPENDICULAR TO SUPPORTS. 16" L/180 ----- 4, 9" 7' 4" 9' 6" I1' 0" 12" L/360 4' 7" 6' 1" 8'11" 11' 0" 12" L/180 ----- 5111" 8' 5" 11' 0" 11' 0" R1 NOTE: NAIL STEPS OF LADDER TRUSS ONTO THE OUTSIDE PIECES OVERHANG DETAIL REFER TO TABLE FOR WITH 2-16D NAILS AT EACH END. ++ BRACING REQUIREMENTS. RI NOTE: ATTACH LADDER TRUSS TO TOP CHORD OF GABLE TRUSS LADDER W/ WITH TWO ROWS OF 16D NAILS @ 8" O.C. STAGGERED STEPS @ 24" OC. TRUSSES @ 4" 24" O.C. 1-0-0 + (TYP) INCLUDES MAX FASCIA *� ALT. GABLE SHAPES: Over Continuous Support U=280 PLF Note: All Plates Are 2X4 Except As Shown. ** R2: REVISED FOR ASCE 7-02. p R3: REVISED DIAPHRAGM NOTE. DLJ 09/30/2005 DLJ 02/27/20OG R1 REV 2 5-02 JWC DETAIL: 140GC PLT TYP. Wave TPI-95 Design Crit: TPI-1995(STD) 9.5c HI/-/1 -/-/R/- Scale **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HAND ING. SHIPPING, INSTALLING AND BRACING. 0 TC LL 30.0 0 P S F R E F R 0 0 1 0 REFER TO 11,11,1-01 (BUILDING COMPONENT SAFETY INFORMATION), PUHLISHEU BY IPI (TRVSS PLATE INSTITUTE, 58 l• '7 D'ONOFN, DSUI If RSA MApISON, WI 53]]9) AND WiCA (WOOD TRUSS COUNCIL OF AMERICA. ti300 ENTERPRiS N, -(1 T C D L 7 0 P S F DATE 0 3/2//0 2 MADISON, WI 53)19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IND AIED. •• •••• (, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ACHED RIGID `FILING. ' BC DL 10.0 PSF DRW HCUSR001 02086015 *nMPOR TANTS*FURN[SH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE IN. CEDED ALPINE *PRODUCTS. INC. SHALL NOT BE RFSPONSIHLF TOR ANY DEVIATION FROM IH[S UESIGN: ANY FAILURE TO BUT THF B C L L 0.0 P S F H C-ENG D L J/D L J iR USS IN CONFORMANCE WITH TPI: OR FABRICATING, HANOti NG, SHIPPING, INSTALLING E BRACING OF TRU, S. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. ALPI ' T O T L D 47.0 P S F S E O N 24860 f,ONNECTOR PLATES ARE MADE OF 11118111GA (W,H/S/K) ASTM ATII GRADE 4%160 (W. K/H.S) GALV. STEEL. APPLY A•• T�oO�6•• PI AT TO EACH FACE OF NO AND, UNLESS OTHERWISE LOCATED ON iUiS DCSIGN, POSITION PFR DRAWING, 160A-Z. (I� 2 {��(� p Products, {,, ANY INSPECTION OF PLATES FOLLOWED BY (f) SO A I.I OF PER ANNEX A3 OF TOIL-2002 SE C.3. 4 SEA' ON IVIS O••'•••� R 3 ""pine Engineered Products,Inc. DRAWING INDICATES ACCEPTANCE 04 PROFESSIONAL ENGINEERING RESP%NSIBILIIY SOLELY FCR THE IR(S COMPONENT O R1O••� D D R FAC. 1 3 3 1950 Marley Drive DFSIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING .S TNF PESPON,IBILTTY ,F THE ••• Haines City,FL 33844 B%TIDING DESIGNER PER ANST/TPI I SEC. Z. SQ 11\ SPACING 24.0 JREF- 1SV3001RO3 FL CertEf[cate cf Authorization N 567 NAI. 2 ""�` � ipso ir��y,n�ve �+►#�ea�t�rA�L:��� ;' ' ssg wn CaPdficato ofia �t�c►s► 71, 1* m1T17 ?r-�1�163912' 3' ;fsbrrlc Cs�, 'woo Wlio ted` ; t. e t�` 34 t, MAORY I#C J ~06AL Ct�itRTT' -- ~t,.j.���� DUTTON Isco 4 =� ~��V�x ���' 1 � a. + � AIIefe, irstan s� cre a r ;F P �0146 P E. - L CtkE ( . 3' I : ,tel32 SO '. cUm 42:4 PSF 4#.95 Mire On �, t �< Ir i � I2bP SEE - 8 -PartUity'Encl s d 1. Q¢ter i ►. tun as tptthe,' bi #ty:of these truss co s4neeLs fir t stcuetur is thg Cese*tbt.ItY.0 the buftdtng desi� /eno1-Reer,�at'- ~Talk rec©rd, e ''deidinti:. The drart'ng date:shbwn,4t� t 1s tede3t ,sheet dust t h the.da stiow�t u ve on te` Idt' tds :° r tc� t:d' "'k ties Cit � 3. The 'teak ~ir Ito V_hWrifereac ft enitstent 41t� the � s �e��rut provided by Luer ntt t d e the a ve. fer e # ttan. LOle,ds 4� ' ,.�43+ n-°mugs ete +�nts` slot I+ eegtrs re �r {i�# , pv� by ti /butdtn '' estgeer. s `4, ~ 4, As sham urs stt faed drerres: tl r� tsin +ta� et� * tCe = t M �� . �et8t�$. 19�tV1r" t *rYk1 ri � kL G4# �,1�y } Yik1q a t.`5 ae ,a ti f t " tt�'vI „+� a Yv E stn< l at �p a t� .. F t t'�.�M}i�I t r �y iv < fit. 'k 5$,.2y�t�t��.5� 7.., x�•tS i�v�� t �� i t k' �; ` a� 4� P l b t 1 a�av� i y•. 4c } V Rx""y - ' z Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:567 Page 1 of 1 Document ID:1T1C235-85810163912 Truss Fabricator: Lumber Unlimited Job Identification: Copy-563408-STEVE MABRY INC / DUVAL COUNTY -- L/7/1 DUTTON ISLAND (56340B-STEVE MABRY INC / I Truss Count: 4 Model Code: Standard Building Code Truss criteria: ANSI/TPI-1995(STD) Engineering Software: Alpine Software,Version 7.31. Structural Engineer of Record: Address: Minimum Design Loads: Roof 42.0 PSF @ 1.25 Duration Floor N/A Wind 120 MPH ASCE 7-98 -Partially Enclosed Notes: Seal Date: 10/10/2006 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1 James F.Collins Jr. Florida License Number:52212 2. The drawing date shown on this index sheet must match the date 1950 Marley Drive shown on the individual truss component drawing. Haines City,FL 33844 3. As shown on attached drawings; the drawing number is preceded by: HCUSR235 Revised Trusses Ref Description Drawing# Date 1 39949--A1 05333046 11/29/05 2 39950--A2 05333049 11/29/05 3 39951--A3 05333048 11/29/05 4 39952--A4 05333047 11/29/05 I I'lllll IIII'IIIIII I'lll III IIII(I'I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTEr BY TRUS4IMFR. (Copy 563408-STEVE MABRY INC / OOVAL COL44TY L/7/1 DUTTON ISLAND - Al) Top chord 2x4 SP 2 Dense 120 mph wind, 21.58 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not Bot chord 2x4 SP 2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-4.0 Webs 2x4 SP #3 psf, wind BC DL-3.0 psf. Wind reactions based on MWFRS pressures. (A) Continuous lateral bracing equally spaced on member. Or 1x4 SP 1[-3 or better 'IT" brace. 80% length of web member. Attached with 8d Box or IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Gun (0.113"x2.5",min.)nail s @ 6" OC. CHORD SPACING(IN OC) START(FT) END(FT) TC 38 1.33 33.67 Deflection meets L1240 live and L/180 total load. 5X5= 1.5X40 1.5X4 i/ (A) (A) 8-5-3 6 F 6 17-6-4 5X5= 5X5= 04(A2) = 4X4(A2) 1-4-0 1-4-0 16-2-0 I 16-2-0 IE 32-4-0 Over 2 Supports 'I I R=1430 U=1129 W=3.5" R-1430 U=1129 W=3.5" Rl: REVISED WIND. DLJ 10/10/2006 PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.31.0821.21 :1 FL -/l/-/E/-/- Scale =.1875" Ft. **WARNING** TRUSSES RIOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. T C L L 20.0 P S F R E F R 2 3 5 39949 REFER TO.CSI I-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY IPI (TRUSS PLATE INSTITUTE, 583 �• O / D'ONOFRIO DR., SUITE 200, MgGISON. WI 53]19) ANp WT CA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN, T C D L 7 D P S F DATE 1 1/2 9/O 5 MADISON, WE 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. ••�`" "�.•�'�� TOP CHORD SHALL IIAVE PROPERLY ATTACHED STRIlC1URAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERTY ATTACHED �7 RIGID CEILING. v BC DL 5.0 PSF DRW HCUSR235 05333046 **IMPORTANT**FURNISH A COPY of THIS DESIGN To THE INSTALLATION CONTRACTOR- AIPTNE ENGINEERED ' O- PRODUCTS. INC. SIIALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TH y B C L L 10.0 P S F HC-ENG DLJ/DLJ ALPINE NU SS IN CONFORMANCE KITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING 6 BRACING Of TRUSSES. if DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NUS (Nn TIONAIL DESIGN SPEC. BY AI BPA) AND 1PI. ALPINE i TOT.L D. 42.0 P S F S E Q N 17307 R E V CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE 40/60 (Ll. K/H,S) GAL,. ST FEL. APPLY �• TATE OF p AlES TO EACH FACE OF TRUSS AND. UNIESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16 oA-Z. fllpme Engineered ProdaOts,Ina ANY INSPECTION OF PLAITS FOLLOWED BY 11) SHALL BE PER ANNEX Al OF TPI1-2002 SEC.3. A$FAL ON THIS •''• ,�OR1�f•'� DDR.FAC. 1.25 FROM MKB h95G Mark Drive DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIB IF SOLELY FOR lHE TRUSS COMPONENT DESIGN SHOWN. THE SUIiA8IL1TY AND USE of OF THIS COMPONENT FOR ANY BUILDING IS THE RCSPONSI.ILTiV OF TILE �y Haines City,FL 33844 BUILDING DFSIGNER PFR ANSI/TPI 1 SEC- 2. ��AQfL`' SPACING 2 4.0" J R E F- 1 T 1 C 2 3 5_R 5 8 FL Catificate of Authorization#567 (Copy 563406-STEVE MABRY INC / DUVAL Cl7lrNTY L/7/1 DUTTON ISLAND A2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUS'% MFR. Top chord 2x4 SP 2 120 mph wind, 21.41 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Located Bot chord 2x4 SP 2 anywhere in roof, CAT II, EXP C, wind TC DL-4.0 psf, wind BC DL 3.0 Webs 2x4 SP #3 psf. Wind reactions based on MWFRS pressures. Truss spaced at 24.0" OC designed to support 1 4-0 top chord outlookers. Cladding load shall not exceed 11.50 PSF. Top chord must (A) Continuous lateral bracing equally spaced on member. Or 1x4 SP #3 or not be cut or notched. better "T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. Deflection meets L1240 live and L/180 total load. -(Member to be laterally braced @ 24" o.c. in lieu of rigid sheathing. See DRW HCUSR001 02086015 for gable details. 5X5= 5X5= 6 F— 3 X 4 3X4 3X3 3 X 3 6 (A) + 6 8-1 4 3 X 3 17-6-4 3X4= 5X7= 3X4= 3X8(B1) = 3X10= 4X10(R) le 3X4(Al) 1-4 0 1 4 0 14-0-0 _12-2-0 2 2 D 11-11-5 o'9-I82 10-9 6-10 32-4-0 Over 2 Supports R=2103 U-1223 W=3.5" R-558 PLF U=340 PLF W=4-7-8 RI: REVISED WIND. Note: All Plates Are 1.5X4 Except As Shown. DLJ 10/10/2006 PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.31.0821.21 QTY:2 FL/-/I/-/E/-/- Scale =.1875"/Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. T C L L 20.0 P S F R E F 8 2 3 5 39950 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PIAIE INSIIIUTE. 583 D-0N0 TRIP OR-, SUITE 200, MADISON, WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, *.:w.. /` MADISON. WE 53719) FOR SAFETY PRACTICES PRIOR TO PFRFORMING THF SE FUNCIION5. UNLESS OTHERWISE INDICATED, TC DL 7.0 P S F DATE 11/29/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANEULS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED *��\ S�� RIGID cFING. BC DL 5.0 PSF DRW HCUSR235 05333049 -IMPORTANT**BRITISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINFFRED �! N , ALPINE PRODUCTS, INC. SHALL N01 BC RESPONSIBLE FOR ANY DFVtATTON FRAM THIS DESIGN: ANY IATLIIRE l0 BU1LD IHC : B C L L 1 0 0 P S F H C-ENG DLJ/DLJ IRU SS IN CONE ORMANCF WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALL TNG 8 BRACING OF TRUSSES. DESIGN f.ONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 5/EC, BY AFBPA) AND TPI. AS lel T 0 T L D 42.0 P J F J Ela N 17310 R E V CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE 40/60 (W, K/H,S) ALV. STEEL. APPLY STATE OF PLATES In EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSIiiON PER DRAWINGS 160A-Z. STATE C {�� p Products, ANY (NSP CCIION DF PLATES FOLLOWED BY (1I SHALL BE PER ANNE% A3 OF iPll-2002 SEC-3. A SEAL ON T11 IS w A • I/ "'pinP'E,IIbIlleefed Pf""VOLJ,Inc. DRAWING INO CAILS ACCF PIANCC OF PR.OFE SS[ONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE 1RUS5 COMPONENT ^C O p1Q rf D D R.F A C 1 2 5 FROM MIS B f95U Madey()IIVe DESIGN SHQHN- THE SUITABILITY AND tISC QF IH15 COMPONENT FOR ANY BUILDING I5 THE RESPONSIBILITY OF THE Haines City,FL 33844 BurLDlnc DEs1GNER PER ANSI/IPI 1 sec. z ��(� SPACINGFL Ce2 4.0 J REF- 1 T 1 C 2 3 5_R 5 8 rtificate of Authorization#567 (Copy-56340B-STEVE MABRY INC / bOVAL COUYJTY L/7/1 DUTTON ISLAND A3) THIS DWG PREPARED FROM COMPUTER INPUT (LOAD$ & DIMENSIONS) SUBMITTEq BY 'TRUSS'MFR Top chord 2x4 SP 2 120 mph wind, 21.03 ft mean hgt, ASCE-7-98, PART. ENC. bldg, Located Bot chord 2x4 SP 2 anywhere in roof, CAT II, EXP C, wind TC DL-4.0 psf, wind BC DL-3.0 Webs 2x4 SP #3 psf. Wind reactions based on MWFRS pressures. (A) Continuous lateral bracing equally spaced on member. Or 1x4 SP #3 or better "T" brace. 80% length of web member. Attached with 8d Box or IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Gun (0.113"x2.5",min.)nails @ 6" OC. CHORD SPACING(IN OC) START(FT) END(FT) TC 45 1.33 29.33 Deflection meets L/240 live and L/180 total load. 4X4=- 1.5 X 4 X4=1.5X40 1.5X4/ (A) (A) 7 4-3 6 6 17-6 4 3X4= 5X4= 3X4(A1) = 3X4(Al) 1 � 1 4 0 14-0-0 14-0-0 28-0-0 Over 2 Supports R-1248 U-1027 W=3.5" R-1248 U=1027 W=3.5" Rl: REVISED WIND. DLJ 10/10/2006 PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.31.0821.21 OTY:12 FL/-/1/-/E/-/- Scale =.Z5"/Ft. **WARNING**TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACILIG. �. T C L L 2 0.0 P S F R E F R 2 3 5 39951 REFER TO SCSI I-O3 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (IRU55 PLATE INSTITUTE. 583 CO4 D'ONOFRIO OR., SUITE ZED, MA BI SON. WI "719) AND WT CA (WOOD TRUSS COUNCIL OF AMERICA. 6300 EN TFRPRISE LN, w MADISON, WI 5;1)19) FOR SAFETY PRACTICES PRIDR TO PE RFDRMI NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, \/� ��� ��• TC DL 7.0 P S F DATE 11/29/O5 TOP CHORD SHALL HAVE PROPER LY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED ��V Y ��.:Y RIGID CEILING. �Qr Nb ..� BC DL 5.0 PSF DRW HCUSR235 05333048 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERE y (� HC-ENG J ALPINE TRU OSSCIN CONFORMANCC KITH IIIAII NET BE RESPON S`RL FABRICANINGEV HANDLL%%,S'OEMHIPPIIT"NGFSINSTALLINGVBFBRACINGT OFBTR USSES. B`� L L 10.0 P S F TIC—E N G DLJ/DLJ DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NAI IONAL DESIGN SPEC. 8Y AFRPA) AND TPI. ALPINE (` CONNECTOR PLATES ARE MADE OF TO/18/1eGA (W,H/S/K) ASTM A653 GRADE 40/GO (W. K/H.S) GALV. STEEL. APPLY ����� ��.' T D T.L D. 42.0 P J F S E O - 17315 R E V PLATES 10 EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS 'EST" POSITION PER DRAWINGS 1EGA-Z. Alpine En ineered Products,Inc. ANY INSPECTION OF PLn1ES FOLL OHCD BY (i) SHALL BE PFR ANNE A3 OI TPI I-z0U2 SFC.3. N TH15 ��i SNL Af • T� P B DRAWT NG INO1 CAT' ACLEPIANCE OF PROFESSIONAL ENGINEERING RFSPONSIBILIIV SOLEIV FDR. THE TRUSS COMPONENT O R,Dr D U R.FAC. 1.25 FROM MIA B 1950 Madey Drive DESIGN SHOWN. TOF SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE �• HaiuesfL 33844 BUILDING DESIGNER PER ANSI/TPI I sec. z. AQ 6\ SPACING 2 4.0" J REF- 1 TIC 2 3 5_R 5 8 FL Certficate oof Aut Authorization H 567 (Copy-56340B-STEVE MABRY INC / DOVAL CU'fJTY L/7/1 DUTTON ISLAND A4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTE+ BY TRUSS'MER. Top chord 2x4 SP 2 120 mph wind, 21.18 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP 2 anywhere in roof, CAT II, EXP C, wind TC DL-4.0 psf, wind BC DL-3.0 Webs 2x4 SP #3 psf. :Stack Chord SCI 2x4 SP #2::Stack Chord SC2 2x4 SP #2: Wind reactions based on MWFRS pressures. Deflection meets L/240 live and L/180 total load. See DRW HCUSR001 02086015 for gable details. 4X4=- 6 X4=6 r-- ) 6 7-0-4 3X3% 2X5(C5) 3 X 3 S 17-6-4 3X4(C5) = 5 4 3X4(C5) 2X5(C5) 114 0) 1 4 0 14-0-0 _I� 14-0-0 _I 28-0-0 Over Continuous Support R=89 PLF U-65 PLF W-28 0 0 R1: REVISED WIND. Note: All Plates Are 1.5X4 Except As Shown. DLJ 10/10/2006 PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.31.0821.21 Y:2 FL/-/l/-/E/-/- Scale -.25'I/Ft. —WARNING—TRUSSES REou1RF EXTREME CARE IN FABRICATION. HANDIING. SHIPPING, INSTALLING AND BRACING. T C L L 20.0 P S F R E F R235-- 39952 REFER TO BCSI 7-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY IPI (TRUSS PLAIE INSTITUTE, 583 D'0401 10 DR., SUITE 100. MADISON, WI 53/19) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE (` MADISON. WI 531111 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICAT ED, T C D L 7.0 P S F DATE 1 1/29/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE A PROPERLY AT IACHED C • RIGID CEILING. �•� , � A BC DL 5.0 PSF DRW HCUSR235 05333047 '"IMPORTANT"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. AIPINE ENG IN 11 Na' ALPINE PRODUCTS. INC. 'HALL Nor BE RESPONSIBLE EOR ANv DEVtAtION 1ftOM nils DESIGN: ANY FAILURE IO BUILD IN LL 1 0,0 P S F HC-ENG D L J/D L J TRUSS IN CVNFDRMANCC WITH iPl; OR 'ABRICAi1NG, ITq HOLING. SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF Nos (NATIONAL DESIGN SPEC, BY AF&PA) ANO TPF. ALPINe = TOT.L D. 42.0 P S F S EON- 17318 R E V CONNECTOR PLAI ES ARE MADE OF 20(18/IEGA (W,H/S/K) ASTM A653 GRAUF 40/60 (W. K/H,S) GALV. STEEL. APPLY Tw PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A-Z. �. `ATE OF AlU ❑,, p a,, ANY INSNECTION 111 PLATES FOLLOWED BY (I) SHAH OF PER ANNEX Al OF TP11-2002 SEC.3. A SEAL ON IHIS pine Engineered Products,Inc. DRAWING INDICATES ACCEPTANCE DI FEETESSIDN AL FNGINEEPI IFG RE SPO BSIB R ITY SOLELY 1OR III TRUSS COMPONENT ���' �CO R1�P� DOR.FAC. 1 25 FROM MKB 1950 Medey Drive DESIGN SHOWN. TETE SUFIABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE f'� Haines City,FL 33844 BUILDING DLSIGNFR PIR ANSI/111 1 sec. 2. SPACING 24.0" JREF- 1T1C235_R58 FL Certificate of Authorization#567 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTE7 BY TRUSS MFR. (Copy-ASCE 7-98 DETAILS GABLE)' 140 MPH WIND, 30.0 FT MEAN MGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE BRACING DEFINITIONS: IN ROOF, CAT II, EXP C. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. NOTE: "END ZONE" EXISTS 18" AT BOTH ENDS OF VERTICAL WEB. 140 MPH WIND, 30.0 FT MEAN MGT, ASCE 7-02, PART. ENC. BLDG, LOCATED ANYWHERE (A) (1) 2X4 SP #3 "L" BRACE. ATTACH WITH 0.128"X3" NAILS @ 2" OC. IN IN ROOF, CAT I1, EXP C, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. END ZONES; 4" OC. BETWEEN ZONES. (B) (2) 2X4 SP #3 "L" BRACES. ATTACH EACH WITH 0.128"X3" NAILS @ 3" OC. IN + FOR VERTICAL WEBS LESS THAN 4'0": W1X4 END ZONES; 6" OC. BETWEEN ZONES. FOR VERTICAL WEBS GREATER THAN 4'0" BUT NO MORE THAN 11'6": W2X4. (C) (1) 2X6 SP #2 N "L" BRACE. ATTACH WITH 0.128"X3" NAILS @ 2" OC. IN * SPLICE, PEAK. AND HEEL PLATES TO MATCH COMMON TRUSS. END ZONES: 4" OC. BETWEEN ZONES. ** 2X4 OR GREATER CHORDS. (D) (2) 2X6 SP #2 N "L" BRACES. ATTACH EACH WITH 0.128"X3" NAILS @ 3" OC. IN END ZONES; 6" OC. BETWEEN ZONES. DROP GABLE WILL SUPPORT 4'0" OUTLOOKERS WITH 2'0" OVERHANG (DROP HEEL GABLE) SPACED 24" O.C., OR THE LOAD FROM 12" PLYWOOD OVERHANG (NOMINAL HEEL GABLE). STUD SPACING / BRACING TABLE: IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO DESIGN THE ROOF 2X4 SP #3 DEFLEC- (1) 2X4 (2) 2X4 (1) 2X6 (2) 2X6 AND CEILING DIAPHRAGMS AND SPECIFY CONNECTIONS TO TRANSFER ALL OUT-OF-PLANE LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. STUD TION NO "L" BRACE "L" BRACE "L" BRACE "L" BRACE SPACING CRITERIA BRACE TYPE (A) TYPE (B) TYPE (C) TYPE (D) THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL DESIGN, CEILING AND ROOF SHEATHING DIAPHRAGM CONNECTIONS, AND ALL TRUSS TO WALL CONNECTIONS. 24" L/360 ----- 3' 1" 4' 2" 6' 3" 8' 0" 24" L/180 ----- 3' 4" 57" 6' 3" 11' 0" ++ 7/16 MINIMUM APA RATED SHEATHING PROPERLY ATTACHED WITH LONG DIMENSION 16" L/360 ----- 311" 5' 3" 7'10" 9'11" 16" L/180 -- 4' 9" 7' 4" 9' 6" 11' 0" PERPENDICULAR TO SUPPORTS. 12" L/360 ----- 4' 7" 6' 1" 8111" 11' 0" 12" L/180 ----- 5111" 8' 5" 11' 0" I1' 0" R1 NOTE: NAIL STEPS OF LADDER TRUSS ONTO THE OUTSIDE PIECES OVERHANG DETAIL ++ REFER TO TABLE FOR * WITH 2-16D NAILS AT EACH END. BRACING REQUIREMENTS. R1 NOTE: ATTACH LADDER TRUSS TO TOP CHORD OF GABLE TRUSS LADDER W/ WITH TWO ROWS OF 16D NAILS @ 8" O.C. STAGGERED STEPS @ 24" OC. TRUSSES @ 4" 24" O.C. 1 0-0 + (TYP) INCLUDES MAX FASCIA ** ALT. GABLE SHAPES: Over Continuous Support U=280 PLF Note: All Plates Are 2X4 Except As Shown. ** R2: REVISED FOR ASCE 7-02. p R3: REVISED DIAPHRAGM NOTE. DLJ 09/30/2005 DLJ 02/27/20OG R1 REV 2 5-02 JWC DETAIL: 140GC PLT TYP. Wave TPI-95 Design Crit: TPI-1995(STD) —1/5 c HI/-/11-/-/R/- Scale =.375"/Ft. —WARNING— TRUSSES RFOUIRE EXTREME CARE IN FABRICATION, HANDIING. SHIPPING. INSTALLING AND BRACIN T C L L 30.0 P S F R E F R 0 0 1 0 REFER TO BCS[ 103 (BUILD[TIG COMPON4 NT SAFETY INFORMATION). PUBlI5HC0 BY IPI (TRUSS PLATE INSTITUTE 81 D'ONOFR IO DR., SOME 200. MADISON, WI 53719) AN D 'TCA (HOOD TRUSS COUNCIL OF AMERICA, 630° EN TERP SE (� ((`` 'J MADISON, WE 53779) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS piHERWI SE I ICATED. C T C D L 7.0 PSF DATE D 3/r7 7/D 2 TOP CHORD SNA LL HAVE PROP EREY AFTACHED STRUCIURAL PANELS AND BDTTDM CHORD SHALL HAVE A PROPERLY TACHFD �• • C N•� ��•' L RIGID CEILING. BC DL 10.0 PSF DRW HCUSR001 02086015 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO 111E INSTALf.ATION CONTRACTOR. ALPINE ENGINES, D �: No.5221 •• ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DFVIATIDN FROM THIS°[SIGN; ANY FAILURE TO BUILD 1 = B C L L 0.0 P S F HC-ENG DLJ/DLJ ]RUBS 1N CONFORMANCE WIiH TPI; OP, FABRICATING. IT DI ING. SH EPPING. INSTALLING 8 BRACING Of tRHSSES. i y DESIGN CONFORMS WITH APPLE II ABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AT&P A) AN p IPI. ALPINE 1� �` T' ,T G CONNECTOR PLATES ARE. MADE OF 2Uf18/L6GA (W,H/S/K) ASTM A653 GRADE 40/60 (W, K/H,S) GAIV. STEEL. APPLY per' Q�y��'T TOT.L D 47.0 P J F S[Q N 4 8 6 D 2pineEniginemered „,L `,, PIATES 10 EACH FACE OF TRUSS ACID. UNLESS OTHERWISELOCATED ON MIS DESIGN, POSITION PER DRAWINGSI60A Z. �. STAT WR16PTOCIUCfS,Inc. ANYINSPECTION OF PLATES FOLLOWEDBY ,I SHALL BF PER ANNEX A3 OF TPI, 2002SE< 3A SLAC ON THISI�ORA W ING INDICATES ACCEPTANCE OF PRDFESSIONAI ENGINEERING RESPONSIBLLITY SOt EIY FOR THE TRUSS COMPONENT (/ .nCO p,O`r` DER.FAC. 1.33 I9$Q Madey Drive DESIGN SHOWN. THE SOITABILITY AND USE OF THIS COMPONENT FOP. ANY HUILDING IS THE RFSPONSIBILITY OF THE �� Haines CII}',FL S 33844 BUILDING DESIGNER PER ANSI/TPI I SEC. 2. �••/�M~•� SPACING 24.0” J R E F- 1 S V 3 0 0 1_R 0 3 FL Censcate of Authorization#567 V S m $ 4 L E COPY Fire Resistance Ratings-ANSI/UL 263BXUVU311 Design No. 0311 Bearing Wall Rating—1 HR. Finish Rating—23 Min. 49,of 24'c c--`..—Is'w 24-0 e.Y--- sl F APPROVED CITYBUILD NGNOFF BEACH ,�, L3J �} Hr�.ea+"al Secrfan 4 r OCT 0 4 2 1. Wood Studs—Nom 2 by 4 in., spaced 16 or 24. OC. Effectively cross braced. 2. Resilient Channel —25 MSG galv steel. Resilient channels spaced vertically 24 in. OC,flange portion screw attached to one side of studs with 1-1/4 in. long diamond shaped point,double lead Phillips head steel screws. 2A. Steel Framing Members(Optional, Not Shown)* — As an alternate to Item 2,furring channels and resilient sound isolation clip as described below: a. Furring Channels — Formed of No.25 MSG galv steel.2-3/8 in.wide by 7/8 in.deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG gals steel wire near each end of overlap.As an alternate,ends of adjoining channels may be overlapped 6 in. and secured together with two self-tapping#6 framing screws, min.7/16 in.long at the midpoint of the overlap,with one screw on each flange of the channel. b. Steel Framing Members* — Resilient sound isolation clip used to attach furring channels(Item a)to studs(Item 1).Clips spaced 48 in. OC. and secured to studs with No.8 x 2-1/2 in. coarse drywall screw through the center grommet. Furring channels are friction fitted into clips. PAC INTERNATIONAL INC—Type RSIC-1. 3. Gypsum Board*—5/8 in.thick,4 ft wide.Screw attached one side to furring channels with 1 in. long, self-drilling, self-tapping steel screws spaced 12 in. OC,vertical joints located midway between studs and back blocked with furring channels,attached with 1 in. long, self-drilling, self-tapping screws, spaced 12 in. OC, along each edge.Wallboard attached other side to studs with 1-1/4 in. long diamond shaped point, double lead Phillips head steel screws spaced 12 in. OC,vertical joints located over studs. AMERICAN GYPSUM CO—Types AG-C. BPB AMERICA INC—Type FRPC, ProRoc Type C. BPB CANADA INC—ProRoc Type C. CANADIAN GYPSUM COMPANY—Types C, IP-X2, IPC-AR. G-P GYPSUM CORP,SUB OF GEORGIA-PACIFIC CORP—Type 5. LAFARGE NORTH AMERICA INC—Types LGFC-C, LGFC-C/A. NATIONAL GYPSUM CO—Types FSK-C, FSW-C, FSW-G. PABCO GYPSUM, DIV OF PACIFIC COAST BUILDING PRODUCTS INC—Type C or PG-C. STANDARD GYPSUM L L C—Type SG-C. TEMPLE-INLAND FOREST PRODUCTS CORP—Type TG-C. UNITED STATES GYPSUM CO—Types C, IP-X2, IPC-AR. USG MEXICO S A DE C V—Types C, IP-X2, IPC-AR. 4. Batts and Blankets*—3 in.thick mineral wool batts, placed to fill interior of wall,attached to the 4-in.face of the studs with staples placed 24 in.OC. ROCK WOOL MANUFACTURING CO—Delta Board. JOHNS MANVILLE INTERNATIONAL INC ROXUL INC THERMAFIBER INC—Type SAFB. 4A.Glass Fiber Insulation—(As an alternate to Item 4)—3 in.thick glass fiber batts bearing the UL Classification Marking as to Surface Burning and/or Fire Resistance, placed to fill the interior of the wall, Copyright 0 2006 Underwriters Laboratories Inc. attached to the 4 in.face of the studs with staples placed 24 in.OC. See Batts and Blankets(BKNV or BZJZ)Categories for names of Classified companies. 4B. Fiber, Sprayed* — As an alternate to Batts and Blankets(item 4)—Spray applied cellulose material.The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 3.0 Ibtft3.Alternate application method:The fiber is applied with U.S. Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.5 Ibtft3. U S GREENFIBER L L C—Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material) ,. 5. Joints and Screw heads—Wallboard joints covered with paper tape and joint compound. Screw heads covered with joint compound.As an alternate, nom 3132 in.thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard.Joints reinforced. *Bearing the UL Classification Mark Copyright 0 2006 Underwriters Laboratories Inc. Fire Resistance Ratings-ANSIIUL 263BXUVU309Design No. U309 Bearing Wall Rating—1 HR. Finish Rating—27 Min. 1. Wood Studs—Nom 2 by 4 in., spaced 24 in. OC effectively firestopped. 2. Gypsum Board*—5/8 in.thick,4 ft wide,applied either horizontally or vertically, nailed to studs and bearing plates with 6d cement coated nails 1-7/8 in. long,0.0915 in. shank diam and 1/4 in. diam heads spaced 7 in. OC. When Steel Framing Members*(Item 5)are used,wallboard attached to furring channels with 1 in. long Type S bugle-head steel screws spaced 12 in. OC. When Item 6, resilient channels are used, 5/8 in.thick,4 ft wide applied vertically. Screw attached furring channels with 1 in. long, self-drilling, self-tapping Type S or S-12 steel screws spaced 8 in. OC,vertical joints located midway between studs. AMERICAN GYPSUM CO—Types AGX-1, AG-C BEIJING NEW BUILDING MATERIALS CO LTD—Type DBX-1 BPB AMERICA INC—Types EGRG or ProRoc Type C BPB CANADA INC—ProRoc Type C G-P GYPSUM CORP, SUB OF GEORGIA-PACIFIC CORP—Types 5, 9, C , DAP, DD, DA, DGG, DS, GPFS6 LAFARGE NORTH AMERICA INC—Types LGFC6, LGFC-C, LGFC6A, LGFC2, LGFC2A, LGFC-C/A NATIONAL GYPSUM CO—Types FSK-C, FSW, FSW-3, FSW-5, FSW-C, FSW-G, FSMR-C PABCO GYPSUM, DIV OF PACIFIC COAST BUILDING PRODUCTS INC—Type C, PG-9 or PG-C PANEL REY S A—Type PRX SIAM GYPSUM INDUSTRY(SARABURI) CO LTD—Type EX-1. STANDARD GYPSUM L L C—Types FRX-6, VPBX-6, FRWRX-6, SHTGX-6, FRX-6 Exterior Gypsum Soffit Board, SG-C, SGC or SGC-G TEMPLE-INLAND FOREST PRODUCTS CORP—Type X, Veneer Plaster Base–Type X, Water Rated–Type X, Sheathing -Type X, Soffit–Type X, TG-C 2A. Wall and Partition Facings and Accessories* — (As an alternate to Item 2, not shown)-Nominal 5/8 in. thick,4 ft wide panels, applied vertically to studs and bearing plates on one side of the assembly with 1-5/8 in. long Type S screws spaced 12 in. OC at perimeter of panels and 8 in. OC in the field. Horizontal joints of vertically applied panels need not be backed by studs. Panel joints covered with paper tape and two layers of joint compound. Screwheads covered with two layers of joint compound. Batts and Blankets placed in stud cavity as described in Item 4E. Not evaluated for use with Steel Framing Members, Furring Channels or Fiber, Sprayed. QUIET SOLUTION INC—Type QuietRock QR-530 (finish rating 23 min). 3. Joints and Nailheads—Wallboard joints covered with paper tape and joint compound. Nailheads covered with joint compound. Gypsum plaster not more than 1/8 in.thick may be applied over the wallboard in addition to the specified joint treatment. 4. Batts and Blankets*—(Not Shown)—Optional glass fiber insulation. CERTAINTEED CORP JOHNS MANVILLE INTERNATIONAL INC OWENS CORNING 4A. Fiber, Sprayed* — As an alternate to Batts and Blankets(Item 4)—Spray applied cellulose material.The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 3.0 Ib/ft3 .Alternate application method:The fiber is applied with U.S. Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts Copyright 0 2006 Underwriters Laboratories Inc. fiber to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.5 Ib/ft3 . U S GREENFIBER L L C—Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material) 4B. Fiber, Sprayed* — As an alternate to Batts and Blankets(Item 4)and Item 4A-Spray applied cellulose insulation material.The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product.Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. NU-WOOL CO INC—Cellulose Insulation 4C. Batts and Blankets* — Required for use with resilient channels, Item 6, 3 in.thick mineral wool batts, placed to fill interior of wall, attached to the 4 in.face of the studs with staples placed 24 in. OC. THERMAFIBER INC—Type SAFB 4D. Glass Fiber Insulation — (As an alternate to Item 4C)—3 in.thick glass fiber batts bearing the UL Classification Marking as to Surface Burning and/or Fire Resistance, placed to fill the interior of the wall, attached to the 4 in.face of the studs with staples placed 24 in. OC. See Batts and Blankets (BKNV or BZJZ)Catagories for names of Classified companies. 4E. Batts and Blankets* — (Required for use with Wall and Partition Facings and Accessories, Item 2A)— Glass fiber insulation, nom 3-1/2 in.thick, min.density of 0.80 pcf,with a flame spread of 25 or less and a smoke developed of 50 or less,friction-fitted to completely fill the stud cavities.See Batts and Blankets Category(BKNV)for names of manufacturers. 5 Steel Framing Members(Optional, Not Shown)* — Furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No.25 MSG gals steel.2-3/8 in.wide by 7/8 in.deep,spaced 24 in.OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG gals steel wire near each end of overlap.As an alternate,ends of adjoining channels may be overlapped 6 in.and secured together with two self-tapping#6 framing screws, min.7/16 in. long at the midpoint of the overlap,with one screw on each flange of the channel.Wallboard attached to furring channels as described in Item 2. b. Steel Framing Members* — used to attach furring channels(Item a)to studs(Item 1) .Clips spaced 48 in. OC., and secured to studs with No. 8 x 2-1/2 in.coarse drywall screw through the center grommet. Furring channels are friction fitted into clips. PAC INTERNATIONAL INC—Type RSIC-1. 6. Furring Channel — Optional–Not Shown-For use on one side of the wall-Resilient channels,25 MSG gals steel,spaced vertically 24 in. OC,flange portion screw attached to one side of studs with 1-1/4 in. long diamond shaped point,double lead Phillips head steel screws.When resilient channels are used,insulation, Items 4C or 4D is required. *Bearing the UL Classification Mark Copyright 0 2006 Underwriters Laboratories Inc. Fire Resistance Ratings-ANSI/UL 263BXUVU308Design No. U308 Bearing Wall Rating—2 Hr 2 ors b 7 _.... 1 i .. 1. 2 dk 2 or 5 4 7 6 or 5 alternate Construct x► 1. Wood Studs—Nom 2 by 4 in.spaced 16 in. OC,effectively cross-braced. 2. Gypsum Board*— 5/8 in.thick,with square or tapered edges,applied vertically or horizontally with vertical joints centered over studs. Horizontal joints need not be backed by framing. Base layer fastened to studs and plates with 1-7/8 in. long 6d cement coated nails or 1-7/8 in. long Type S or W screws spaced 6 in.OC. Face layer fastened to studs and plates over base layer with 2-3/8 in. long 6d cement coated nails or 2-1/4 in. long Type S or W screws spaced 8 in. OC. Face layer joints offset min 12 in.from base layer joints. 54 in.widths applied horizontally. CANADIAN GYPSUM COMPANY—Type AR, C,IP-AR, IP-X1, IP-X2, IPC-AR, SCX, WRC or WRX. UNITED STATES GYPSUM CO—Types AR, C,FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, WRC or WRX. USG MEXICO S A DE C V—Types AR, C, IP-AR, IP-X1, I13-X2, IPC-AR, SCX, WRC or WRX. 3. Joints— When tapered edge gypsum board is used,for the face layer joints covered with joint compound and paper tape.As an alternate, gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard with joints reinforced. When square-edge gypsum board is used,treatment of joints is optional. 4. Batts and Blankets*—Min 3 in.thick, mineral wool batts,friction fit between studs. THERMAFIBER INC—Type SAFB 5. Gypsum Board*— Gypsum sheathing, 5/8 in.thick,4 ft wide, applied vertically or horizontally with vertical joints centered over studs. Horizontal joints need not be backed by framing. Fastened to studs and plates with 1-7/8 in. long 6d cement coated nails or 1-7/8 in. long Type S or W screws spaced 6 in. OC. Gypsum sheathing fully covered with a weather resistive barrier. CANADIAN GYPSUM COMPANY—Type SHX UNITED STATES GYPSUM CO—Types SHX, FRX-G. USG MEXICO S A DE C V—Type SHX 6. Cementitious Backer Units*— 1/2 or 5/8 in.thick, installed vertically or horizontally with vertical joints centered over studs. Fastened to studs and plates with corrosion resistant 2-1/4 in. long chamfered, ribbed wafer head screws with a minimum head diameter of.400 inch spaced 8 in. OC.Joints offset min 12 in.from base layer joints. UNITED STATES GYPSUM CO—DUROCK Exterior Cement Board or DUROCK Brand Cement Board. 7. Joints— Covered with glass fiber mesh tape and latex modified portland cement mortar or basecoat,or Type I organic adhesive. 8. Vapor Retarder,Water Barrier or Weather Resistive Barrier — (Optional, not shown)—As required *Bearing the UL Classification Mark Copyright 0 2006 Underwriters Laboratories Inc. 1 stem-Number V L73065 UL/cUL SYSTEM N0, W-L-3065 CABLE BUNDLE THROUGH 1-HR. OR 2-HR, GYPSUM WALL ASSEMBLY F-RATING = 1-HR. OR 2-HR. L-RATING AT AMBIENT = 5 CFM/SQ, FT. T-RATING = 0-HR. L-RATING AT 400'F = 2 CFM/SQ. FT. FRONT VIEW SECTION A-A g T A 1 2 3 4 JOB COPY A 5 6 EVI VIL-D SET OF PLANS MAXIMUM 18' mull T E ON JOB SITE ON D%: OF ECUESTED INSPECTICI ' 1. GYPSUM WALL ASSEMBLY (UL/ULC CLASSIFIED U300 OR U400 SERIES) (1-HR. OR 2-HR, FIRE-RATING) (2-HR. SHOWN). 2, (NOT SHOWN), WOOD STUDS TO CONSIST OF NOMINAL 2' x 4' LUMBER, STEEL STUDS TO BE MINIMUM 2-1/2' WIDE. 3. OPTIONAL t MAX, 4' NOMINAL DIAMETER STEEL PIPE SLEEVE (SCHEDULE 40 OR HEAVIER) (SEE NOTE NO. 4 BELOW), 4. CABLE BUNDLE TO CONSIST OF ANY COMBINATION OF THE FOLLOWING t A. MAXIMUM 7/C NO. 12 AVG CABLE, B. MAXIMUM 25 PAIR NO. 24 AWG TELEPHONE CABLE. C, RG 59 COAXIAL CABLE, D. MAXIMUM 3/C NO, 14 AWG' METAL-CLAD CABLE. E. MAXIMUM 2/,C -NO. 8 AVG METAL-CLAD CABLE. F. MAXIMUM 5/8 DIAMETER FIBER-OPTIC CABLE. 5. MINIMUM 5/8' DEPTH HILTI FS-ONE HIGH PERFORMANCE INTUMESCENT FIRESTOP SEALANT. 6, SEE NOTE NQ 11 4 BELOW, NOTES ► 1. MAXIMUM SIZE OF OPENING = 4-1/2'. 2. ANNULAR SPACE = MINIMUM 1/4', MAXIMUM 3/4'. 3, CABLES TO FILL MAXIMUM 457. OF CROSS-SECTIONAL AREA OF OPENING. 4. STEEL SLEEVE MAY BE FLUSH WITH WALL SURFACE OR EXTEND UP TO 18' BEYOND WALL SURFACE. WHEN SLEEVE IS EXTENDED BEYOND ONE OR BOTH SIDES OF WALL, APPLY MINIMUM 1/2' BEAD HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT TO WALL /SLEEVE INTERFACE. Installation Instructions - STEP 1 - PREPARATION:All surfaces must be clean, sound,dry and frost free prior to application of firestopping materials. STEP 2' FIRESTOP SEALANT:Apply the required depth of Firestop Sealant in the annulus,flush with both sides of wall or end of external sleeve. Tool the sealant with a putty knife to push it in place and smooth the surface. Leave completed seal undisturbed for,48 hours. 146 Saving LiVeS through innovation d education•Hilti Firestop Guide 2001 •Hit]U.S.: 1-800-879-8000/www.us.hilti.com Jos npy RE1/IEA,'E-p c,E--r OF n�uS Ri, O'N,1nE Si i-E (?F Rc�UESTED INSPI C Ul. SYSTEM NQ VL2186 PLASTIC PIPE THROUGH 1-HR, OR 2-HR, GYPSUM WALL ASSEMBLY F RATING = 1-HR. OR 2-HR. T RATING = 1/2-HR. OR 1-HR. 01 0 FRONT VIEV • --�^ SECTION A-A � .A --�- ' 1 4 3 2 A- 1. GYPSUM VALL ASSEMBLY (UL CLASSIFIED U300 OR U400 SERIES) (1-HR. OR 2-HR. FIRE-RATING) (2-HR. SHOW. 2. MAXIMUM 3' NOMINAL DIAMETER STEEL PIPE SLEEVE (SCHEDULE 40 OR HEAVIER). 3. MAXIMUM V NOMINAL DIAMETER SDR 9 CROSS-LINKED POLYETHYLENE (PEX) TUBING a (CLOSED PIPINGSYSTEM). 4. HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT, A MINIMUM 5/8' DEPTH, FOR LA I'HR. FIRE-RATING. B: MINIMUM 1-1/4' DEPTH, FOR A 2-HR. FIRE-RATING. NOTES 1, MAXIMUM DIAMETER OF'OPENING = 3': 2. ANNULAR SPACE = MINIMUM 1/2'4 MAXIMUM 1-3/8'. Installation Instructions STEP t - PREPARATION:All surfaces must be clean, sound,dry and frost tree prior to application of firestopping materials. STEP 2 - FIRESTOP SEALANT:Apply the required depth of Firestop Sealant in the annulus, flush with both sides of wall. Tool the sealant witn a putty knife to push it in place and smooth the surface. Leave completed seal undisturbed for 48 hours. SaV/ngL/VeS through innovation d education•Hilti Firestop Guide 2001 •Hilti U.S.: 1.800.879.8000/www.ut.hilti.com 143 System No. F-C-2007 F Rating' 1 Hr T Rating-1 Hr L Rating At Ambient—Less Than 1 CFM/sq ft L Rating At 400 F—Less Ttian 1 CFM/sq ft �2A) 3�. (2B) (IBJA 4 1 f�5� ��F---- --(l A f 4) C) (2A)/ -' ti 5) /\ \ �.6) I L,Floor Assembly—The 1 hr fire-rated wood joist or combination wood and steel joist Ftoor-Ceiling assembly shall be constructed of the materials and in the manner described in the individual L500 Series Design in the UL Fire Resistance Directory, as summarized below: - A. Joists—Nom 10 in. deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural Wood Members* with bridging as specified in the individual Floor-Ceiling design. B. Flooring—Lumber or plywood flooring with,or without Floor-Topping Mixture* as specified in the individual Floor-Ceiling design. Max diam of opening in flooring is 5 in. C. Ceiling—Direct attached or suspended Gypsum Wallboard* or Acoustical Material* ceiling membrane with Steel Framing members* as specified in the individual Floor-Ceiling design. ` 2. Chase Wall—The through penetrant (Items 3 and 3A) shall be..routed through a 1 hr fire-rated double stud/ gypsum wallboard; chase wall constructed of the materials and in the manner described in the individual U300 Series Design in the-UL Fire Resistance Directory and shall.include the following construction features: 'A. Studs—Nom 2 by 4 in. lumber.. B. Sole Plate—Nom 2 by 10 in. or 2 by 12 in. lumber plate. When max 3 in. diam pipe is used, nom 2 by 8 in. Lumber sole plate may be used. C. Top Plate—The double top plate shall consist of two nom 2 by 10 in. or 2 by 12 in. lumber plate. When max 3 in. diam pipe is used, nom 2 by 8 in. lumber top plates may be used. Max diam of opening in top plate is 5 in. D. Wallboard, Gypsum*—Thickness, type, number of layers and fasteners as specified in the individual Wall and Partition design. 3. Nonmetallic Pipe—Nom 4 in. diam (or smaller) Schedule 40 polyvinyl chloride (PVC) pipe or SDR17 chlorinated polyvinyl chloride (CPVC) pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. Diam of opening hole-sawed through flooring (Item 1B to be max 1/2 in. Larger than outsidQ diam of pipe. Diam of circular opening hole4awed through top plate (Item 2C) to be max 1/2 in:'Larger than outside diam of pipe through both thicknesses of the lumber top plate. Max one pipe per opening. Pipe to be rigidly supported on both � System No. F-C-2007 — Continued sides of Floor-Ceiling assembly. 3A. Sanitary Tee—(Optional)—The vertical-pipe,(Item 3) may be provided with a Schedule 40 PVC sanitary tee above the top plate of the chase wall for connection of a nom 3 in. diam (or smaller) Schedule 40'PVC drain pipe which penetrates the flooring and runs horizontally through the concealed space above the ceiling. When max 2 in. diam PVC drain pipe is used, the diam of the circular opening in the flooring shall be 1/2 to 3/4 in, larger than the diam of the pipe such that a 1/4 to 3/8 in. annular space is present between the pipe and the perimeter of the circular opening. When nom 2-1/2 in. or 3 in. diam drain pipe is used, the diam of the circular opening in the flooring shall be max 1/2 in. Larger than the diam of the pipe such that a max 1/4 in. annular space is present between the pipe and the perimeter of the circular opening. 4. Pipe Covering*—Min 1 in. thick hollow cylindrical heavy density (min 3.5 pcf) glass fiber units jacketed on the outside ,with an all service jacket. Pipe covering applied over vertical pipe (Item 3) to completely cover pipe from the top of the chase wall top plate (Item 2C) to the underside of the flooring (Item 1B). When sanitary tee (Item 3A) is used, the circular cutout in the pipe covering to accommodate the horizontal socket of the tee shall tightly-follow the britour of the socket. Pipe covering to be installed with tightly-butted longitudinal seam and shall 'be secured in place with circumferential wraps of steel tie wire on max 4 in. centers. 'r See Pipe and Equipment Coveri ng—Materials* (BRGU) category in the Building Materials Directory for names of manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread value of 25 or less and a Smoke Developed index of 50 or less may be used. 4A. Batts and Blankets*—As an alternate to Item 4, the vertical pipe (and sanitary tee, when used) may be covered using min 3-1/2 in. thick min R-11 faced glass fiber insulation. The insulation shall be wrapped around pipe., with the facing exposed and with a min 1 in. overlap at, the Longitudinal seam. The insulation shall be compressed to a nom 1 in. thickness using circumferential wraps of steel tie wire on max 4 in. centers. r See Batts and Blankets (BKNV)category in the Building Materials Directory for names of manufacturers. Any faced glass fiber insulation material meeting the above specifications and bearing the UL Classi- fication Marking.with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. 5. Fill, Void or Cavity Materials*—Wrap Strip—Nom 1/4 in. thick intumescent elastomeric material faced on one side with aluminum foil, supplied in 2 in. wide strips. Nom 2 in. wide strips tightly-wrapped around nonmetallic pipe (foil side exposed) with the,edges butted against the underside of the top plate'arbund'the entire perimeterof the hole-sawed opening. When a PVC drain pipe penetrates the flooring (item 1B) for connection to the sanitary tee (Item 3A)', nom '2 in. wide strips tightly-wrapped around nonmetallic pipe (foil face exposed) with the edges butted against the underside of the flooring. Sufficient layers of wrap strip shall be installed to lap a min of 3/16 in. on the lumber top plate around the entire perimeter of the hole-sawed opening. For nom 1/2 in. to nom 2 in. diam pipes, a min of one layer of wrap strip is required. For nom 2-1/2 in. and nom 3 in. diam pipes, a min of two layers of wrap strip'is required. For nom 3-1/2 in. and nom 4 in. diam pipes, a min of three layers of wrap strip is required. Each layer of wrap strip to be installed with butted seam, with butted seams in successive layers staggered. Wrap strip Layer(s)temporarily held in position using aluminum foil tape, steel wire tie, or equivalent. As an option when a max 2 in. diam PVC pipe penetrates.the flooring (Item 1B) for connection to the sanitary tee (Item 3A), arsingle layer of nom 2 in. wide wrap strip shall be tightly-wrapped around the pipe (foil side exposed) with seam butted. Wrap strip4ayer securely bound with steel wire ties at top and bottom v and slid into annular space such that 5/8 to 3/4 in. of its height protrudes beneath the bottom surface of the flooring. A generous bead System . � y No. F-C-200 , - Continued of caulk (Item 7) shall be applied to fill the annulus between the wrap strip layer and the flooring. When the optional firestop configuration for the max 2 in. diam PVC drain pipe is used, no steel collar (Item 6) is required to be installed around the wrap strip at the underside of the flooring. Minnesota Mining & Mfg Co.—FS-195+ 6. Steel Collar—Nom 2 in. deep collar with 1-1/4 in. wide by 2 in. long anchor tabs and min 3/4 in. long tabs to retain wrap strip layers. Coils ,. of precut 0.016 in. thick '(30 gauge) galy sheet steel are available from wrap strip manufacturer. As an alternate, collar may be field fabricated from min 0.016 in. thick (30 gauge) galv sheet steel in accordance with instruction sheet supplied by wrap strip manufacturer. Steel collar, with anchor tabs bend outward 90 degrees, wrapped tightly around wrap strip layers with min 1 in. overlap at the seam. With steel anchor tabs pressed tightly against underside of top plate, compress collar-around wrap strip layers using a min, 1/2 in. wide by 0.028 in. thick stainless steel band clamp with worm drive tightening mechanism at the collar midheight. As an alternate to the band clamps, collars may be secured bar a'means No. 10 by 1/2 in. long sheet metal screws installed in the verticat axis at the center of the 1 in. overlap along the perimeter joint of the collar. A min of three screws is required. Secure coRar.to,chase wall top plate. (Item 2C) using min 8d cement coated nails in conjunction with min 1 in. diam steelnailing disks. Secure collar to underside of flooring (Item 1B)using min 3/4 in. long steel wood screws in conjunction with 1-1/4 in, diam steel fender washers. Min of three fasteners, symmetrically located, required for nom 1/2 in. to nom 3 in. diam pipes. Four fasteners, symmetrically located, required for nom 3-1/2 in. and nom 4i in. diam pipes. As a final step, bend wrap strip retainer tab s.90 degrees toward pipe to lock wrap strip layers in position. 7. Fill,.Void or,Cavity Materials*—Caulk—(Not shown) Generous bead of caulk to be applied,around the perimeter of the steel collar (It�.m 5) at its interface with the top plate (Item 2C). A nom 1/4 in. diaM' ead of caulk shall be applied around the perimeter of the nonmetatlic'gqi1e at its interface with the wrap strip layers. Generous bead of caulk to V 'applied i to fill annulus•between,pipe and flooring (Item 1B) on theta "surface of the floor assembly. Min'nesota''Mining &'Mfg. Co.-CP 25 WB+. 8: Firestop Device*=-(Ndt'°shown)—As an alternate to Item` Ond 6 for nom 1-1/2, 2, 1 or 4''.jn:`diam nonmetallic ,pipes,,,;a f p''device consisting of a sheet-'tee'(''sptit collar lined with intumes t',inaterial and provided with'steelclipls for attachment may be u9ed. Filest'U device to be installed on underside of the top plate in accordanc4''with the accompanying iris allatipn��'' fistructions.- Minnesot3rh &' fg...Co.—PPD 150, PPD 200, BPD,300, PPD x+00, PPD i.,, P�, PPD 3, PPD 4 :;;"" *Bearing the UL Classification"Marking 1, ,.M System No. F-C-2008 (Formerly System No. 451) F Rating-1 Hr T Rating-1 Hr L Rating At Ambient-7 CFM/sq ft (See Item 3B) L Rating At 400 F—Less Than 1 CFM/sq ft (See Item 3B) 00, �B - 3A 3 A .1 C . 1 3 1. Floor Assembly—The fire rated wood truss or combination wood and steel truss Floor-Ceiling assembly shall be constructed of the materials and in the manner described in the individual'L500 Series Design in the UL Fire Resistance Directory and shall include the following construction features: A. Trusses—Min 12 in, deep parallel chord trusses fabricated from 2 by 4 in. Lumber in conjunction with galy steel truss plates or Structural Wood Members* with bridging as required. B. Flooring—Nom 3/4 in. thick plywood flooring with or without Floor Topping Mixture*. Diam of hole-sawed opening in flooring to be 1/2 in. to 3/4 in. larger than diam of pipe. Max diam of opening in flooring is 3 in. C. Furring Channels—Rigid or resilient galy steel furring ,channels installed perpendicular to bottom chord of trusses. D. Wallboard, Gypsum*—Nom 4 ft wide by 5/8 in. thick, sclew-attached to furring channels. Diam of hole-sawed opening in gypsum wallboard ceiling to be 1/2 in. to 3/4 in. larger than diam of pipe. Max diam of opening in ceiling is I in. 2. Nonmetallic Pipe—Nom 2 in. diam (or smaller) Schedule 40 polyvinyl chloride (PVC), SDR 17 chlorinated polyvinyl chloride (CPVC) or solid-core Schedule 40 acrylonitrile-butadiene-styrene (ABS) pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. One pipe to be installed approx midway between trusses and centered in circular openings in flooring and in ceiling. A nom 1/4 in. to 3/8 in. annular space is required in the firestop system. Pipe to be rigidly supported on both sides of Floor-Ceiling assembly. 2A. Electrical Nonmetallic Tubing+—Nom 1 in. diam (or smaller) corrugated wall ENT constructed of polyvinyl chloride. ENT to be installed as a complete system with all terminations in junction boxes, outlet boxes or other approved enclosures as specified in the National Electrical Code. Max one ENT per through. opening. ENT to be centered in opening and rigidly suppVed on both sides of the- Floor-Ceiling assembly. See Electhical Nonmetallic Tubing. (FKHU) category in. Electrical 4 ' Construction Materials Directory for names of manufacturers. 3. Firestop System—The details of the firestop system shall be as follows: 04/10/2002 11:47 FAX 9048248887 LES THOMAS ARCHITECT 2004 A i oits is �_ 3 s � r �, a .r ZoSQ jig pig -� fill ;J11:1 fi t, a l b 141 $ r wO Y Nii i a A • all o litVish iii t W � r tI t � ts M '� w� �xS�a t � Atit %it � � l wl IL - L�Qg�Z y�31� 04/10/2002 11:44 FAX 9048246887 LES THOHAS ARCHITECT �J002 8 Jim, its fit � noee «0 0 f U5 r all i pis _ VE _ ° . 1441 Will fill t.0^Opp a jjj a e flit till) dd $� L s' Q ficy- ax c vMLTt O � Z tat� • ■ -� 3 ,� f w IL F y ' �F ws OOO r „ TOWA 1zuIH:)Uv GVROHZ SO LOOOV39606 YVA Cb:TT ZAAX/nt/tn FILE COPY s,�• MIAMI-DARE MIAMI DADE COUNTY,FLORIDA _ METRO-DADE FLAGLER BUILDING BUHDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SME 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) James Hardie Building Product,Inc. 10901 Elm Avenue Fontana,CA 92331 ' SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION:Hardiplank,Cemplank,Hardipanel,Cempanel,Hardisoffit and Cemsoffitt APPROVAL DOCUMENT: Drawing No.HPNL-8X,HPLK-4X8&HSOFFIT-8X,titled"Hardipanel& Cempanel;Hardiplank&Cemplank,Hardisofft&Cemsoftit Installation Details",sheets 1 through 3 with no revisions,prepared,signed and sealed by Ronald Ogawa,P.E.,dated04/02/04,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING:Large and Small Missile Impact LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur alter the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed;then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#02-0318.08 and, consists of this page,evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Candi +ont PE. NOA No 02-0729.02 Expiration Date: May 1,2007 Approval Date:April 8,2004 Page 1 ti FILE COPY M I A M I-DADE MIAMI-RADE COUNTY,FLORIDA _ METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET,SUITE 1603 MIAMI,FLORIDA 33130-1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305)375-2901 FAX(305)375-2908 Owens Corning CONTRACTOR LICENSING SECTION One Owens Corning Parkway (305)375-2527 FAX(305)375-2558 Toledo,OH 43659 CONTRACTOR ENFORCEMENT DIVISION (305)375-2966 FAX(305)375-2908 PRODUCT CONTROL DIVISION (305)375-2902 FAX(305)372-6339 Your application for Notice of Acceptance(NOA)of: Oakridge 40 AR under Chapter S of the Code of Miami-Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein,has been recommended for acceptance by the Miami-Dade County Building Code Compliance Office(BCCO)under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0522.04 EXPIRES: 07/19/2006 Raul Rodriguez Chief Product Control Division THIS I_S THE COVERSHEET,SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE&PRODUCT REVIEW COMIVIITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami-Dade County, Florida under the conditions set forth above. Francisco J.Quintana,R.A. Director Miami-Dade County APPROVED: 07/19/2001 Building Code Compliance Office W045000 I\pc200011templates\notice acceptance cover page.dot Internet mail address:postmaster@buildingcodeonline.com Homepage:http://www.buildingeodeonline.com 09/14/2006 10:20 "X^f bowt PAGE 02 r1tr9topy Vlmme WN910AD SPECIFICA 1fCN 0219 MODEL: 8000/8100 I APPROVED SIZES: 1�"-a" MIN STYLE: RAISED PANEL � -- 18'-0' MAX WIDTH x J3'�-0' MAX HEIGHT 21" MAX. SECTION VADN DESIGN PRESSURE: +40.00/-44.50 PSF TEST PRESSURE: +60.00/-66.80 PSF NATES: 13 GA HORIZ ANGLE l 1. GLASS DISCLAIMER NO CONCLUSIONS OF ANY KIND REGARDING THE ADEQUACY FLAG ANGLE ! OR INADEQUACY OF THE GLASS IN THE TEST SPECIMEN MAY BE DRAWN FROM THE I TEST.' (1993 ASTM E330). .054" HORIZ TRACK 2. GLAZING OPTIONS — TOP OR (4) 1/4-20x9/16" INTERMEDIATE SECTION, .090 SSB GLASS TRACK BOLT do (4) WITH OPTIONAL INSERTS. 1/4-20 HEX NUT 3, VINYL OR WOOD DOOR STOP MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM 7/16" TO MEET NEGATIVE ,044" VERT TRACK PRESSURES. � I 4. TRACK TO HAVE A MINIMUM YIELD OF 33 KSI A653 G-40i KEY LOCK OR SLIDE LOCK 5. OPTIONAL — .080" (MIN) ALUMINUM (ONE EACH END) LOUVERS WITH HIGH IMPACT STYRENE SLIDE LOCK SHOWN FOR CLARITY FRAME MAY BE LOCATED IN THE END e , PANELS OF THE BOTTOM SECTION. i 6. KEY LOCK OR SLIDE LOCK REQUIRED. i LOCK MUST ENGAGE BOTH JAMBS. i 7. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE (3) UNIV. JAMB BRACKETS RESPONSIBILITY OF THE PROFESSIONAL OF FOR W HIGH DOORS AS RECORD FOR THE BUILDING OR STRUCTURE SHOWN. (2) UNIV. JAMB AND IN ACCORDANCE WITH CURRENT BRACKETS FOR 7' HIGH S BUILDING CODES FOR THE LOADS LISTED DOORS. LOCATION OF ON THIS DRAWING. JAMB BRACKM MEASURED e i FROM BOTTOM OF TRACK 1S I a. SECTION STEEL TO HAVE A MINIMUM As FOLLOWS: I N�� THICKNESS .0175" (26 GA). BOTTOM BR 15-1/2-±2- 9. DOOR JAMS TO BE MINIMUM 2X6 TOP BRACKET = , STRUCTURAL GRADE LUMBER. REFER TO 45-1/2*t2" % ,JAMB CONNECTION SUPPLEMENT FOR 8' HIGH DOORS Q ATTACHMENT TO SUPPORTING STRUCTURE. BOTTOM BRACKET = r;. 10. CONCRETE FLOOR TO BE 3-1/2" THICK INTERMEDIATE BRACKET = — AND 7500 PSI MINIMUM. HOLE FOR POST 471/2"�2" I BOTTOM BRACKET TO BE 5/8 DIAMETER x TOP BRACKET = 87" 2" 3-1/2" DEEP, i 5116x1-5/8" LAG SCREW AT EACH oll a JAMB BRACKET j 1/4-20x8 1®" 1 APId' I Mark R. Danuo' TRACK BOLT & 3395 AWWN P.E.016;W PeMDOLA, FL 32514 1/4-21) HEX t FWRIGA CE"FUTIGN NO, 57369 NUT AT EACH "V,) AWfSUN UNfVt F'tN`SAUULA, FL 32514. Dpt9 FLOR10A CE MPOATION NO, 573Jw�'1^ E�H{[�T 89 t t 4 FL FILE COPY M I A M I•DADE MIAMI-DADE COUNTY,FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) Jeld-Wen,Inc. 31725 Highway 97 North. Chiloquin,OR 97624 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series Jeld-Wen@ Steel W/E Outswing Opaque Insulated Steel Doors APPROVAL DOCUMENT:Drawing No.DC9921,titled"Outswing Opaque Insulated Steel Double Door in Wood Frame",sheets 1 through 6 of 6,prepared by R.W.Consulting,Inc.,dated 9/25/00 with revision No: 1 dated 10/14/02,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING:Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#00-1003.04 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No 02-1022.14 Expiration Date: December 02,2007 Approval Date: December 19,2002 Page 1 It FI F COPY YFORM 60OA-2004 EnergyGauge®4.1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Unit B(2 Story Duplex) Builder: Stephen Mabry Address: Permitting Office: City, State: Permit Number: Owner: Stephen Mabry Jurisdiction Number: Climate Zone: North 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Multi-family - a. Central Unit Cap:31.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 13.00 - 4. Number of Bedrooms 3 _ b.N/A - 5. Is this a worst case? Yes - - 6. Conditioned floor area(W) 1489 ft2 - 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 (or Single or Double DEFAULT) 7a. (Dble,U=0.9) 40.0 W _ a. Electric Heat Pump Cap:28.6 kBtu/hr - b. SHGC: HSPF:7.00 - (or Clear or Tint DEFAULT) 7b.(SHGC=0.66)229.0 ft2 b.N/A _ 8. Floor types - a. Slab-On-Grade Edge Insulation R=0.0,84.0(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, 1280.0 ft2 - EF:0.90 - b. Frame,Wood,Adjacent R=11.0,64.0 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=30.0,755.0 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:Interior Sup.R=6.0, 140.0 ft MZ-C-Multizone cooling, b.N/A - MZ-H-Multizone heating) Glass/Floor Area: 0.15 Total as-built points: 21907 PASS Total base points: 23267 I hereby certify that the plans and specifications cov red y Review of the plans and 4zaE sT9r this calculation are in ompliance with the tori er y specifications covered by this �o = o Code. calculation indicates compliance �,�`,,,;"% _ 'ne PREPARED BY: with the Florida Energy Code. DATE: Before construction is completed a this building will be inspected for I hereby certify that this building, as designed, is in compliance compliance with Section 553.908 with the Florida Energy Code. Florida Statutes. coD WTI OWNER/AGENT: 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: FLRCPB v4.1) FORM 60OA-2004 EnergyGauge®4.1 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , 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 1489.0 20.04 5371.1 Double,U=0.87,SHGC=0.66 E 0.0 0.0 30.0 42.06 1.00 1261.9 Double,U=0.87,SHGC=0.66 E 0.0 0.0 40.0 42.06 1.00 1682.6 Double,U=0.87,SHGC=0.66 S 0.0 0.0 30.0 35.87 1.00 1076.0 Double,U=0.87,SHGC=0.66 W 0.0 0.0 24.0 38.52 1.00 924.6 Double,U=0.87,SHGC=0.66 S 5.0 8.0 12.0 35.87 0.60 260.2 Double,U=0.87,SHGC=0.66 E 1.3 2.0 12.0 42.06 0.63 318.3 Double,U=0.87,SHGC=0.66 E 1.3 2.0 30.0 42.06 0.63 795.8 Double,U=0.87,SHGC=0.66 S 1.3 2.0 16.0 35.87 0.59 338.7 Double,U=0.87,SHGC=0.66 W 1.3 2.0 20.0 38.52 0.64 492.0 Double,U=0.87,SHGC=0.66 W 1.3 2.0 15.0 38.52 0.64 369.0 As-Built Total: 229.0 7519.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 64.0 0.70 44.8 Frame,Wood, Exterior 11.0 1280.0 1.70 2176.0 Exterior 1280.0 1.70 2176.0 Frame,Wood,Adjacent 11.0 64.0 0.70 44.8 Base Total: 1344.0 2220.8 As-Built Total: 1344.0 2220.8 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 20.4 1.60 32.6 Exterior Insulated 20.4 4.10 83.6 Exterior 20.4 4.10 83.6 Adjacent Wood 20.4 2.40 49.0 Base Total: 40.8 116.3 As-Built Total: 40.8 132.6 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 755.0 1.73 1306.2 Under Attic 30.0 755.0 1.73 X 1.00 1306.2 Base Total: 755.0 1306.2 As-Built Total: 755.0 1306.2 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 84.0(p) -37.0 -3108.0 Slab-On-Grade Edge Insulation 0.0 84.0(p) -41,20 -3460.8 Raised 0.0 0.00 0.0 Base Total: -3108.0 As-Built Total: 84.0 -3450.8 INFILTRATION Area X BSPM = Points Area X SPM = Points 1489.0 10.21 15202.7 1489.0 10.21 15202.7 EnergyGaugeO DCA Form 60OA-2004 EnergyGaugeSIFIaRES'2004 FLRCPB v4.1 FORM 60OA-2004 EnergyGauge®4.1 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT Summer Base Points: 21109.0 Summer As-Built Points: 22920.4 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 31000 btuh,SEER/EFF(13.0)Ducts:Unc(S),Unc(R),lnt(AH),R6.0(INS) 22920 1.00 (1.09 x 1.147 x 0.91) 0.263 1.000 6846.2 21109.0 0.4266 9005.1 22920.4 1.00 1.138 0.263 1.000 6846.2 EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCPB v4.1 FORM 600A-2004 EnergyGauge®4.1 _ WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ' ADDRESS: , , , 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 1489.0 12.74 3414.6 Double,U=0.87,SHGC=0.66 E 0.0 0.0 30.0 18.79 1.00 563.8 Double,U=0.87,SHGC=0.66 E 0.0 0.0 40.0 18.79 1.00 751.7 Double,U=0.87,SHGC=0.66 S 0.0 0.0 30.0 13.30 1.00 398.9 Double,U=0.87,SHGC=0.66 W 0.0 0.0 24.0 20.73 1.00 497.5 Double,U=0.87,SHGC=0.66 S 5.0 8.0 12.0 13.30 1.96 312.6 Double,U=0.87,SHGC=0.66 E 1.3 2.0 12.0 18.79 1.18 266.5 Double,U=0.87,SHGC=0.66 E 1.3 2.0 30.0 18.79 1.18 666.3 Double,U=0.87,SHGC=0.66 S 1.3 2.0 16.0 13.30 2.06 439.3 Double,U=0.87,SHGC=0.66 W 1.3 2.0 20.0 20.73 1.12 464.1 Double,U=0.87,SHGC=0.66 W 1.3 2.0 15.0 20.73 1.12 348.1 As-Built Total: 229.0 4708.8 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 64.0 3.60 230.4 Frame,Wood, Exterior 11.0 1280.0 3.70 4736.0 Exterior 1280.0 3.70 4736.0 Frame,Wood,Adjacent 11.0 64.0 3.60 230.4 Base Total: 1344.0 4966.4 As-Built Total: 1344.0 4966.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 20.4 8.00 163.2 Exterior Insulated 20.4 8.40 171.4 Exterior 20.4 8.40 171.4 Adjacent Wood 20.4 11.50 234.6 Base Total: 40.8 334.6 As-Built Total: 40.8 406.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 755.0 2.05 1547.8 Under Attic 30.0 755.0 2.05 X 1.00 1547.8 Base Total: 755.0 1547.8 As-Built Total: 755.0 1547.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 84.0(p) 8.9 747.6 Slab-On-Grade Edge Insulation 0.0 84.0(p) 18.80 1579.2 Raised 0.0 0.00 0.0 Base Total: 747.6 As-Built Total: 84.0 1579.2 INFILTRATION Area X BWPM = Points Area X WPM = Points 1489.0 -0.59 -878.5 1489.0 -0.59 -878.5 EnergyGauge®DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCPB v4.1 r FORM 60OA-2004 EnergyGauge®4.1 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: . BASE AS-BUILT Winter Base Points: 10132.4 Winter As-Built Points: 12329.6 ITotalWinter 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 28600 btuh ,EFF(7.0)Ducts:Unc(S),Unc(R),Int(AH),R6.0 12329.6 1.000 (1.069 x 1.169 x 0.93) 0.487 1.000 6980.4 10132.4 0.6274 6357.1 12329.6 1.00 1.162 0.487 1.000 6980.4 EnergyGauge TM DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCPB v4.1 v FORM 60OA-2004 EnergyGauge®4.1 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , 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 3 2635.00 7905.0 50.0 0.90 3 1.00 2693.56 1.00 8080.7 As-Built Total: 8080.7 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 9005 6357 7905 23267 6846 6980 8081 21907 PASS _ �y0j THE STq?�O�.n a G0D wj� EnergyGauge TM DCA Form 60OA-2004 EnergyGauge®/RaRES'2004 FLRCPB v4.1 FORM 60OA-2004 EnergyGauge®4.1 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , 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/s .ft,window area .5 cfm/s .ft.door area. .f 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>118"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-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. !r Additional Infiltration regts 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 or exceeded 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 breaker electric or cutoff as 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 efficient of 78%. 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 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 FLRCPB v4.1 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.9 The higher the score,the more efficient the home. Stephen Mabry, , , , 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Multi-family _ a. Central Unit Cap:31.0 kBtu/hr 3. Number of units,if multi-family 1 - SEER: 13.00 _ 4. Number of Bedrooms 3 _ b.N/A _ 5. Is this a worst case? Yes _ 6. Conditioned floor area(ft2) 1489 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,U=0.9) 40.0 ft2 _ a. Electric Heat Pump Cap:28.6 kBtu/hr _ b. SHGC: HSPF:7.00 _ (or Clear or Tint DEFAULT) 7b.(SHGC=0.66)229.0 ft2 _ b.N/A _ 8. Floor types a. Slab-On-Grade Edge Insulation R=0.0,84.0(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, 1280.0 ft2 _ EF:0.90 _ b. Frame,Wood,Adjacent R=11.0,64.0 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=30.0,755.0 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:Interior Sup.R=6.0, 140.0 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) O�TI1E Sr_9rF in this home before final inspection. Otherwise,a new EPL Display Card will be completed y4�~ �'P.n based on installed Code compliant features. fill Builder Signature: Date: A Address of New Home: City/FL Zip: WE *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 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 321/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu 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 out ut on ages 2&4. $nergyGauge®(Version: FERCPPB v4.1) Residential System Sizing Calculation Summary Stephen Mabry Project Title: Code Only Unit B(2 Story Duplex) Professional Version Climate: North 3/9/2006 Location for weather data: Jacksonville - Defaults: Latitude(30) Altitude(26 ft.) Temp Range(M) Humidity data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 53 r. Winter design temperature 32 F Summer design temperature 93 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 18 F Total heatina load calculation 25513 Btuh Total cooling load calculation 28084 Btuh Submitted heating capacity % of Calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Heat Pump) 112.1 28600 Sensible (SHR = 0.75) 112.7 23250 Heat Pump+Auxiliary(O.OkW) 112.1 28600 Latent 103.9 7750 Total Electric Heat Pum 110.4 31000 WINTER CALCULATIONS Winter Heating Load for 1489 sqft). Load component Load Window total 229 sqft 7571 Btuh ktll.(30%) 1-nd,ws(30%) Wall total 1344 sqft 4845 Btuh Door total 41 sqft 690 Btuh Ceiling total 755 sqft 914 Btuh Floor total 84 sqft 3767 Btuh Infiltration 185 cfm 7727 Btuh Duct loss 0 Btuh Doors(3%) ailings(9%) Subtotal 25513 Btuh Ventilation 0 cfm 0 Btuh Floors(15%) wallsc,9%) TOTAL HEAT LOSS 25513 Btuh SUMMER CALCULATIONS Summer Cooling Load for 1489 s ft Load component Load Window total 229 sqft 10841 Btuh Wall total 1344 sqft 3400 Btuh Door total 41 sqft 527 Btuh Larls3%) Ceiling total 755 sqft 1274 Btuh Floor total 0 Btuh t; Infiltration 185 cfm 3660 Btuh VNndows(39%) Internal gain 920 Btuh Duct gain 0 Btuh Infll.(37%) Sens.Ventilation 0 cfm 0 Btuh Total sensible gain 20622 Btuh Latent gain(ducts) 0 Btuh Latent gain(infiltration) 6662 Btuh Latent gain(ventilation) 0 Btuh c`"`ngs(5%) rap Doors(2%) y\ s(12%) Latent gain(internal/occupants/other) 800 Btuh Total latent gain 7462 Btuh TOTAL HEAT GAIN 28084 Btuh EnergyGauge®Syst izing PREPARED BY: 44 For Florida residences only DATE:I* EnergyGauge® FLRCPB v4.1 System Sizing Calculations - Winter Residential Load - Whole House Component Details Stephen Mabry Project Title: Code Only Unit B(2 Story Duplex) Professional Version Climate: North Reference City: Jacksonville (Defaults) Winter Temperature Difference: 38.0 F 3/9/2006 This calculation is for Worst Case.The house has been rotated 315 degrees. ° a Window Panes/SHGC/Frame/U Orientation Area s ft X HTM= Load 1 2, SHGC=0.66, Metal, 0.87 NW 30.0 33.1 992 Btuh 2 2, SHGC=0.66, Metal, 0.87 NW 40.0 33.1 1322 Btuh 3 2, SHGC=0.66, Metal, 0.87 NE 30.0 33.1 992 Btuh 4 2, SHGC=0.66, Metal, 0.87 SE 24.0 33.1 793 Btuh 5 2, SHGC=0.66, Metal, 0.87 NE 12.0 33.1 397 Btuh 6 2, SHGC=0.66, Metal, 0.87 NW 12.0 33.1 397 Btuh 7 2, SHGC=0.66, Metal, 0.87 NW 30.0 33.1 992 Btuh 8 2, SHGC=0.66, Metal, 0.87 NE 16.0 33.1 529 Btuh 9 2, SHGC=0.66, Metal, 0.87 SE 20.0 33.1 661 Btuh 10 2, SHGC=0.66, Metal, 0.87 SE 15.0 33.1 496 Btuh Window Total 229 s ft 7571 Btuh Walls Type R-Value Area X HTM= Load 1 Frame-Wood - Ext(0.09) 11.0 1280 3.6 4614 Btuh 2 Frame-Wood -Adj(0.09) 11.0 64 3.6 231 Btuh Wall Total 1344 4845 Btuh Doors Type Area X HTM= Load 1 Wood -Adjacent 20 20.5 419 Btuh 2 Insulated - Exterior 20 13.3 271 Btuh Door Total 41 6906tuh Ceilings Type/Color/Surface R-Value Area X HTM= Load 1 Vented Attic/D/Shin) 30.0 755 1.2 914 Btuh Ceilinq Total 755 9146tuh Floors Type R-Value Size X HTM= Load 1 Slab On Grade 0 84.0 ft(p) 44.8 3767 Btuh Floor Total 84 3767 Btuh Zone Envelope Subtotal: 17786 Btuh Infiltration Type ACH X Zone Volume CFM= Natural 0.00 5872 185.0 7727 Btuh Ductload Unsealed, R6.0, Supply(Attic), Return(Attic) (DLM of 0.00) 0 Btuh Zone#1 Sensible Zone Subtotal 25513 Btuh EnergyGauge® FLRCPB v4.1 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Stephen Mabry Project Title: Code Only Unit B(2 Story Duplex) Professional Version Climate: North ,,- ;:. al-MM ON ;� M , Subtotal Sensible 25513 Btuh Ventilation Sensible 0 Btuh Total Btuh Loss 25513 Btuh Key:Window types(SHGC-Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types-metal,wood or insulated metal) (U-Window U-Factor or'DEF'for default) (HTM-ManualJ Heat Transfer Multiplier) Key:Floor size(perimeter(p)for slab-on-grade or area for all other floor types) For Florida residences only EnergyGauge® FLRCPB v4.1 Page 2 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Stephen Mabry Project Title: Code Only Unit B(2 Story Duplex) Professional Version Climate: North Reference City: Jacksonville (Defaults) Winter Temperature Difference: 38.0 F 3/9/2006 This calculation is for Worst Case.The house has been rotated 315 degrees. X Window Panes/SHGC/Frame/U Orientation Area s ft X HTM= Load 1 2, SHGC=0.66, Metal, 0.87 NW 30.0 33.1 992 Btuh 2 2, SHGC=0.66, Metal, 0.87 NW 40.0 33.1 1322 Btuh 3 2, SHGC=0.66, Metal, 0.87 NE 30.0 33.1 992 Btuh 4 2, SHGC=0.66, Metal, 0.87 SE 24.0 33.1 793 Btuh 5 2, SHGC=0.66, Metal, 0.87 NE 12.0 33.1 397 Btuh Window Total 136 s ft 4496 Btuh Walls Type R-Value Area X HTM= Load 1 Frame-Wood - Ext(0.09) 11.0 1280 3.6 4614 Btuh 2 Frame-Wood -Adj(0.09) 11.0 64 3.6 231 Btuh Wall Total 1344 4845 Btuh Doors Type Area X HTM= Load 1 Wood-Adjacent 20 20.5 419 Btuh 2 Insulated - Exterior 20 13.3 271 Btuh Door Total 41 69013tuh Ceilings Type/Color/Surface R-Value Area X HTM= Load 1 Vented Attic/D/Shin) 30.0 755 1.2 914 Btuh Ceiling Total 755 914Btuh Floors Type R-Value Size X HTM= Load 1 Slab On Grade 0 84.0 ft(p) 44.8 3767 Btuh Floor Total 84 3767 Btuh Zone Envelope Subtotal: 14711 Btuh Infiltration Type ACH X Zone Volume CFM= Natural 0.00 5872 185.0 7727 Btuh Ductload Unsealed, R6.0, Supply(Attic), Return(Attic) (DLM of 0.00) 0 Btuh Zone#1 Sensible Zone Subtotal 22438 Btuh WNW,ink �.� ki, a�d r o . , Window Panes/SHGC/Frame/U Orientation Area s ft X HTM= Load 2 2, SHGC=0.66, Metal, 0.87 NW 12.0 33.1 397 Btuh 3 2, SHGC=0.66, Metal, 0.87 NW 30.0 33.1 992 Btuh 4 2, SHGC=0.66, Metal, 0.87 NE 16.0 33.1 529 Btuh 5 2, SHGC=0.66, Metal, 0.87 SE 20.0 33.1 661 Btuh 6 2, SHGC=0.66, Metal, 0.87 SE 15.0 33.1 496 Btuh Window Total 93 s ft 3075 Btuh EnergyGauge® FLRCPB v4.1 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Stephen Mabry Project Title: Code Only Unit B(2 Story Duplex) Professional Version Climate: North 3/9/2006 Zone Envelope Subtotal: 3075 Btuh Infiltration Type ACH X Zone Volume CFM= Natural 0.00 6040 185.0 0 Btuh Ductload Unsealed, R6.0, Supply(Attic), Return(Attic) (DLM of 0.00) 0 Btuh Zone#2 Sensible Zone Subtotal 3075 Btuh LEW Subtotal Sensible 25513 Btuh Ventilation Sensible 0 Btuh Total Btuh Loss 25513 Btuh Key:Window types(SHGC-Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types-metal,wood or insulated metal) (U-Window U-Factor or'DEF'for default) (HTM-ManualJ Heat Transfer Multiplier) iol Key: Floor size(perimeter(p)for slab-on-grade or area for all other floor types) For Florida residences only EnergyGauge® FLRCPB v4.1 Page 2 System Sizing Calculations - Summer Residential Load - Whole House Component Details Stephen Mabry Project Title: Code Only Unit B(2 Story Duplex) Professional Version Climate: North Reference City: Jacksonville (Defaults) Summer Temperature Difference: 18.0 F 3/9/2006 This calculation is for Worst Case.The house has been rotated 315 degrees. Type* Overhang Window Area(sqft) HTM Load Window Pn/SHGC/U/InSh/ExSh/IS Ornt Len H t Gross Shaded Unshaded Shaded Unshaded 1 2,SHGC=0.66,0.87,B-D,N,N NW Oft. Oft. 30.0 0.0 30.0 24 51 1532 Btuh ` 2 2,SHGC=0.66,0.87,B-D,N,N NW Oft. Oft. 40.0 0.0 40.0 24 51 2043 Btuh 3 2,SHGC=0.66,0.87, B-D, N,N NE Oft. Oft. 30.0 0.0 30.0 24 51 1532 Btuh 4 2,SHGC=0.66,0.87,B-D, N,N SE Oft. Oft. 24.0 0.0 24.0 24 55 1319 Btuh 5 2,SHGC=0.66,0.87,B-D,N,N NE 5ft. 8ft. 12.0 0.0 12.0 24 51 613 Btuh 6 2,SHGC=0.66,0.87, B-D, N,N NW 1.33 2ft. 12.0 0.0 12.0 24 51 613 Btuh 7 2,SHGC=0.66,0.87, B-D, N,N NW 1.33 2ft. 30.0 0.0 30.0 24 51 1532 Btuh 8 2,SHGC=0.66,0.87,B-D,N,N NE 1.33 2ft. 16.0 0.0 16.0 24 51 817 Btuh 9 2,SHGC=0.66,0.87, B-D, N,N SE 1.33 2ft. 20.0 20.0 0.0 24 55 4B1 Btuh 10 2,SHGC=0.66,0.87, B-D, N,N SE 1.33 2ft. 15.0 15.0 0.0 24 55 360 Btuh Window Total 229 (sqft) 10841 Btuh Walls Type R-Value/U-Value Area(sqft) HTM Load 1 Frame-Wood-Ext 11.0/0.09 1280.0 2.6 3291 Btuh 2 Frame-Wood-Adj 11.0/0.09 64.0 1.7 109 Btuh Wall Total 1344 (sqft) 3400 Btuh Doors Type Area (sqft) HTM Load 1 Wood-Adjacent 20.4 15.7 319 Btuh 2 Insulated-Exterior 20.4 10.1 207 Btuh Door Total 41 (sqft) 527 Btuh Ceilings Type/Color/Surface R-Value Area(sqft) HTM Load 1 Vented Attic/DarkShingle 30.0 755.0 1.7 1274 Btuh Ceiling Total 755 (sqft) 1274 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 84(ft(p)) 0.0 0 Btuh Floor Total 84.0 (sqft) 0 Btuh Zone Envelope Subtotal: 16042 Btuh Infiltration Type ACH Volume(cuft) CFM= Load SensibleNatural 0.00 5872 185.0 3660 Btuh Internal Occupants Btuh/occupant Appliance Load gain 4 X 230 + 0 920 Btuh Duct load Unsealed, R6.0, Sup ly(Attic), Return(Attic) DGM = 0.00 0.0 Btuh Sensible Zone Load 20622 Btuh EnergyGauge® FLRCPB v4.1 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Stephen Mabry Project Title: Code Only Unit B(2 Story Duplex) Professional Version Climate: North 3/9/2006 9 Sensible Envelope Load All Zones 20622 Btuh Sensible Duct Load 0 Btuh Total Sensible Zone Loads 20622 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 20622 Btuh Totals for Cooling Latent infiltration gain (for 53 gr. humidity difference) 6662 Btuh Latent ventilation gain 0 Btuh Latent duct gain 0 Btuh Latent occupant gain (4 people @ 200 Btuh per person) 800 Btuh Latent other gain 0 Btuh Latent total gain 7462 Btuh TOTAL GAIN 1 28084 Btuh *Key: Window types(Pn-Number of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value or as clear or tint) (U-Window U-Factor or'DEF'for default) (InSh-Interior shading device: none(N), Blinds(B), Draperies(D)or Roller Shades(R)) (ExSh-Exterior shading device: none(N)or numerical value) (BS-Insect screen: none(N), Full(F)or Half(H)) (Ornt-compass orientation) For Florida residences only EnergyGauge® FLRCPB v4.1 Page 2 System Sizing Calculations - Summer Residential Load - Room by Room Component Details Stephen Mabry Project Title: Code Only Unit B(2 Story Duplex) Professional Version Climate: North Reference City: Jacksonville (Defaults) Summer Temperature Difference: 18.0 F 3/9/2006 This calculation is for Worst Case.The house has been rotated 315 degrees. a a o Type` Overhang Window Area(sqft) HTM Load Window Pn/SHGC/U/InSh/ExSh/IS Ornt Len H t Gross Shaded Unshaded Shaded Unshaded 1 2, SHGC=0.66,0.87,B-D, N,N NW Oft. Oft. 30.0 0.0 30.0 24 51 1532 Btuh 2 2,SHGC=0.66,0.87, B-D, N,N NW Oft. Oft. 40.0 0.0 40.0 24 51 2043 Btuh 3 2,SHGC=0.66,0.87, B-D,N,N NE Oft. Oft. 30.0 0.0 30.0 24 51 1532 Btuh 4 2,SHGC=0.66,0.87,B-D, N,N SE Oft. Oft. 24.0 0.0 24.0 24 55 1319 Btuh 5 2,SHGC=0.66,0.87, B-D, N,N NE 5ft. 8ft. 12.0 0.0 12.0 24 51 613 Btuh Window Total 1 136 (sqft) 7038 Btuh Walls Type R-Value/U-Value Area(sqft) HTM Load 1 Frame-Wood-Ext 11.0/0.09 1280.0 2.6 3291 Btuh 2 Frame-Wood-Adj 11.0/0.09 64.0 1.7 109 Btuh Wall Total 1344 (sqft) 3400 Btuh Doors Type Area (sqft) HTM Load 1 Wood-Adjacent 20.4 15.7 319 Btuh 2 Insulated-Exterior 20.4 10.1 207 Btuh Door Total 41 (sqft) 527 Btuh Ceilings Type/Color/Surface R-Value Area(sqft) HTM Load- 1 oad1 Vented Attic/DarkShingle 30.0 755.0 1.7 1274 Btuh Ceiling Total 755 (sqft) 1274 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 84(ft(p)) 0.0 0 Btuh Floor Total 84.0 (sqft) 0 Btuh Zone Envelope Subtotal: 12239 Btuh Infiltration Type ACH Volume(cuft) CFM= Load SensibleNatural 0.00 5872 185.0 3660 Btuh Internal Occupants Btuh/occupant Appliance Load gain 2 X 230 + 0 460 Btuh Duct load Unsealed, R6.0, Suppl (Attic), Return(Attic) DGM = 0.00 0.0 Btuh Sensible Zone Load 16359 Btuh v Type' Overhang Window Area(sqft) HTM Load Window Pn/SHGC/U/InSh/ExSh/IS Ornt Len H t Gross Shaded Unshaded Shaded Unshaded 1 2,SHGC=0.66,0.87, B-D, N,N NW 1.33 2ft. 12.0 0.0 12.0 24 51 613 Btuh 2 2, SHGC=0.66,0.87, B-D, N,N NW 1.33 2ft. 30.0 0.0 30.0 24 51 1532 Btuh 3 2,SHGC=0.66,0.87, B-D, N,N NE 1.33 2ft. 16.0 0.0 16.0 24 51 817 Btuh 4 2,SHGC=0.66,0.87, B-D, N,N SE 1.33 2ft. 20.0 20.0 0.0 24 55 481 Btuh 5 2,SHGC=0.66,0.87, B-D,N,N SE 1.33 2ft. 15.0 15.0 0.0 24 55 360 Btuh Window Total 93 (sqft) 3803 Btuh EnergyGauge® FLRCPB v4.1 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Stephen Mabry Project Title: Code Only Unit B(2 Story Duplex) Professional Version Climate: North 3/9/2006 Zone Envelope Subtotal: 3803 Btuh Infiltration Type ACH Volume(cuft) CFM= Load SensibleNatural 0.00 6040 185.0 0 Btuh Internal Occupants Btuh/occupant Appliance Load gain 2 X 230 + 0 460 Btuh Duct load Unsealed, R6.0, Supply(Attic), Return(Attic) DGM = 0.00 0.0 Btuh Sensible Zone Load 4263 Btuh EnergyGauge® FLRCPB v4.1 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Stephen Mabry Project Title: Code Only Unit B(2 Story Duplex) Professional Version Climate: North 3/9/2006 Sensible Envelope Load All Zones 20622 Btuh Sensible Duct Load 0 Btuh Total Sensible Zone Loads 20622 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 20622 Btuh Totals for Cooling Latent infiltration gain (for 53 gr. humidity difference) 6662 Btuh Latent ventilation gain 0 Btuh Latent duct gain 0 Btuh Latent occupant gain (4 people @ 200 Btuh per person) 800 Btuh Latent other gain 0 Btuh Latent total gain 7462 Btuh TOTAL GAIN 28084 Btuh *Key: Window types(Pn-Number of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value or as clear or tint) (U-Window U-Factor or'DEF'for default) (InSh-Interior shading device: none(N), Blinds(B),Draperies(D)or Roller Shades(R)) (ExSh-Exterior shading device:none(N)or numerical value) (BS-Insect screen: none(N), Full(F)or Half(H)) 19 (Ornt-compass orientation) For Florida residences only EnergyGauge® FLRCPB v4.1 Page 3 Residential Window Diversity MidSummer Stephen Mabry Project Title: Code Only Unit B(2 Story Duplex) Professional Version Climate: North 3/9/2006 IN"ll." o "1111�������M Summer design temperature 93 F Average window load for July 10468 Btu Summer setpoint 75 F Peak window load for July 14411 Btu Summer temperature difference 18 F Excusion limit(130% of Ave.) 13608 Btu Latitude 30 North Window excursion Jul 803 Btuh WINDOW Average and Peak Loads 14000.00 —Limit for excursion 13000.00 - 12000.00 11000.00 12 Hour Average 10000.00 =j 3 9000.00 8000.00 O 7000.00 0 6000.001 c ti 5000.00 4000.00 3000.00 2000.00 1000.00 0.00 8 a.m. 10 12 2 p.m. 4 p.m. 6 p.m. 8 P.M. a.m. Total July Window Load(Radiation and conduction) Warning:This application has glass areas that produce relatively large heat gains for part of the day. Variable air volume devices may be required to overcome spikes in solar gain for one or more rooms.A zoned system may be required or some rooms may require zone control. EnergyGauge®System Sizing for Florida residences only PREPARED BY: DATE: 10 EnergyGauge® FLRCPB v4.1 Equipment Summary Sheet Address/Lot#: (�N� KC 2 S-it 1 aNc. � Builder: Equipment Brand: LE.(\,"(7X Air Handler: Condenser: Cooling Capacity(Btu's): ; LC=G Heating Capacity(Btu's): Sensible cooling(Btu's): 74 ec Latent Cooling(Btu's): Seer: �� 9 Lennox Industries, Inc m -W WN 1.51 113HPD18CB26UH-024 ECB29-5 18,500 16,800 13 7.7 CB26UH-018 ECB29-5 18,600 16,700 13 7.7 CB30M-21/26 ECB29-5 18,600 17,400 13 7.7 CB30U-21/26 ECB29-5 18,600 16,700 13 7.7 21 113HPD24 CB30M-21/26 ECB29-5 24,200 22,000 13 7.7 CB30U-21/26 ECB29-5 24,200 22,000 13 7.7 CB26UH-024 ECB29-5 24,600 22,000 13 7.7 CB30M-31 ECB29-5 25,600 22,000 13 7.7 CB30U-31 i ECB29-5 25,600 22,000 13 7.7 B30U-31 ECB29-5 30,600 28,6001 13 7.7 CB30M-31 E 8000 MAW , 6 0 13........ .. .._,7.•.7 . ;ECB29-5 31,000 28,2001 13.5 7.7 31 113HPD36 CB30M-41 ECB29-5 34,400 33,600 13 7.7 CB30U-41/46 ECB29-5 34,400 33,600 13 7.7 CB30M-46 ECB29-5 34,600 33,600 13 7.7 CB31MV-41 ECB29-5 34,800 33,400 13 7.7 CB26UH-036 ECB29-5 35,200 33,800 13 7.7 3.51 113HPD42 CB30M-46 ECB29-10 39,000 37,200 13 7.7 CB30U-41/46 ECB29-10 39,000 37,400 13 7.7 CB31 MV-51 ECB29-10 39,500 36,800 13.5 7.7 CB26UH-042 ECB29-10 41,500 41,000 13 8.5 41 113HPD48 CB30M-51 ECB29-10 1 49,5001 47,5001 131 7.7 CB31MV-51 ECB29-10 1 50,0001 47,0001 13.51 7.7 CB26UH-048 ECB29-10 1 50,5001 47,5001 131 7.7 51 113HPD60 CB31MV-51 ECB29-10 56,500 55,000 13 7.7 CB26UH-060 ECB29-10 57,000 55,000 13 7.7 CB30M-65 ECB29-10 57,000 55,500 13 7.7 CB30U-65 ECB29-10 57,500 55,000 13 7.7 CB31 MV-65 ECB29-10 57,500 55,000 13.5 7.7 FIL E M -- * _ COPY Ener Gau e®4.1 F C.-. t1600A 2004 9Y 9 FLORIDA ENERGY EFFICIENCY CODE - FOR BUILDING CONSTRUCTION Florida Department of Community Affairs . Residential Whole Building Performance Method A Project Name: Unit A(2 Story Duplex) Builder: Stephen Mabry Address: Permitting Office: City, State: Permit Number: Owner: Stephen Mabry Jurisdiction Number: Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Multi-family _ a. Central Unit Cap:31.0 kBtu/hr _ 3. Number of units,if multi-family 1 - SEER: 13.00 _ 4. Number of Bedrooms 3 _ b.N/A 5. Is this a worst case? Yes 6. Conditioned floor area(ft2) 1489 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,U=0.9) 40.0 ft2 _ a. Electric Heat Pump Cap:28.6 kBtu/hr _ b. SHGC: HSPF:7.00 (or Clear or Tint DEFAULT) 7b.(SHGC=0.66)229.0 ft2 _ b.N/A _ 8. Floor types a. Slab-On-Grade Edge Insulation R=0.0,84.0(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, 1280.0 ft2 _ EF:0.90 _ b. Frame,Wood,Adjacent R=11.0,64.0 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=30.0,755.0 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:Interior Sup.R=6.0, 140.0 ft MZ-C-Multizone cooling, b.N/A _ MZ-H-Multizone heating) Glass/Floor Area: 0.15 Total as-built points: 21909 PASS Total base points: 23267 1 hereby certify that the plans and specifications covere $y Review of the plans and THE ST this calculation are inmpliance with the Flo id En 9 specifications covered by this y0� Code. calculation indicates compliance PREPARED BY: with the Florida Energy Code. &' W/ `r. DATE' - �" Before construction is completed a this building will be inspected for I hereby certify that this building, as designed, is in compliance compliance with Section 553.908 with the Florida Energy Code. Florida Statutes. COD WE OWNER/AGENT: 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: FLRCPB v4.1) FORM 60OA-2004 EnergyGauge® 4.1 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , 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 1489.0 20.04 5371.1 Double,U=0.87,SHGC=0.66 W 0.0 0.0 30.0 38.52 1.00 1155.7 Double,U=0.87,SHGC=0.66 W 0.0 0.0 40.0 38.52 1.00 1541.0 Double,U=0.87,SHGC=0.66 S 0.0 0.0 30.0 35.87 1.00 1076.0 Double,U=0.87,SHGC=0.66 E 0.0 0.0 24.0 42.06 1.00 1009.5 Double,U=0.87,SHGC=0.66 S 5.0 8.0 12.0 35.87 0.60 260.2 Double,U=0.87,SHGC=0.66 W 1.3 2.0 12.0 38.52 0.64 295.2 Double,U=0.8TSHGC=0.66 W 1.3 2.0 30.0 38.52 0.64 738.0 Double,U=0.87,SHGC=0.66 S 1.3 2.0 16.0 35.87 0.59 338.7 Double,U=0.87,SHGC=0.66 E 1.3 2.0 20.0 42.06 0.63 530.5 Double,U=0.87,SHGC=0.66 E 1.3 2.0 15.0 42.06 0.63 397.9 As-Built Total: 229.0 7342.6 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 64.0 0.70 44.8 Frame,Wood, Exterior 11.0 1280.0 1.70 2176.0 Exterior 1280.0 1.70 2176.0 Frame,Wood,Adjacent 11.0 64.0 0.70 44.8 Base Total: 1344.0 2220.8 As-Built Total: 1344.0 2220.8 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 20.4 1.60 32.6 Exterior Insulated 20.4 4.10 83.6 Exterior 20.4 4.10 83.6 Adjacent Wood 20.4 2.40 49.0 Base Total: 40.8 116.3 As-Built Total: 40.8 132.6 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 755.0 1.73 1306.2 Under Attic 30.0 755.0 1.73 X 1.00 1306.2 Base Total: 755.0 1306.2 As-Built Total: 755.0 1306.2 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 84.0(p) -37.0 -3108.0 Slab-On-Grade Edge Insulation 0.0 84.0(p) -41.20 -3460.8 Raised 0.0 0.00 0.0 Base Total: -3108.0 As-Built Total: 84.0 -3460.8 INFILTRATION Area X BSPM = Points Area X SPM = Points 1489.0 10.21 15202.7 1489.0 10.21 15202.7 EnergyGauge®DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCPB v4.1 FORM 60OA-2004 EnergyGauge® 4.1 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT Summer Base Points: 21109.0 Summer As-Built Points: 22744.1 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 31000 btuh,SEER/EFF(13.0)Ducts:Unc(S),Unc(R),Int(AH),R6.0(INS) 22744 1.00 (1.09 x 1.147 x 0.91) 0.263 1.000 6793.5 21109.0 0.4266 9005.1 22744.1 1.00 1.138 0.263 1.000 6793.5 EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCPB v4.1 FORM 60OA-2004 EnergyGauge®4.1 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , 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 1489.0 12.74 3414.6 Double,U=0.87,SHGC=0.66 W 0.0 0.0 30.0 20.73 1.00 621.8 Double,U=0.87,SHGC=0.66 W 0.0 0.0 40.0 20.73 1.00 829.1 Double,U=0.87,SHGC=0.66 S 0.0 0.0 30.0 13.30 1.00 398.9 Double,U=0.87,SHGC=0.66 E 0.0 0.0 24.0 18.79 1.00 451.0 Double,U=0.87,SHGC=0.66 S 5.0 8.0 12.0 13.30 1.96 312.6 Double,U=0.87,SHGC=0.66 W 1.3 2.0 12.0 20.73 1.12 278.5 Double,U=0.87,SHGC=0.66 W 1.3 2.0 30.0 20.73 1.12 696.2 Double,U=0.87,SHGC=0.66 S 1.3 2.0 16.0 13.30 2.06 439.3 Double,U=0.87,SHGC=0.66 E 1.3 2.0 20.0 18.79 1.18 444.2 Double,U=0.87,SHGC=0.66 E 1.3 2.0 15.0 18.79 1.18 333.1 As-Built Total: 229.0 4804.8 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 64.0 3.60 230.4 Frame,Wood, Exterior 11.0 1280.0 3.70 4736.0 Exterior 1280.0 3.70 4736.0 Frame,Wood,Adjacent 11.0 64.0 3.60 230.4 Base Total: 1344.0 4966.4 As-Built Total: 1344.0 4966.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 20.4 8.00 163.2 Exterior Insulated 20.4 8.40 171.4 Exterior 20.4 8.40 171.4 Adjacent Wood 20.4 11.50 234.6 Base Total: 40.8 334.6 As-Built Total: 40.8 406.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 755.0 2.05 1547.8 Under Attic 30.0 755.0 2.05 X 1.00 1547.8 Base Total: 755.0 1547.8 As-Built Total: 755.0 1547.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 84.0(p) 8.9 747.6 Slab-On-Grade Edge Insulation 0.0 84.0(p) 18.80 1579.2 Raised 0.0 0.00 0.0 Base Total: 747.6 As-Built Total: 84.0 1579.2 INFILTRATION Area XBWPM = Points Area X WPM = Points 1489.0 -0.59 -878.5 1489.0 -0.59 -878.5 EnergyGauge®DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCPB v4.1 FORM 60OA-2004 EnergyGauge®4.1 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT Winter Base Points: 10132.4 Winter As-Built Points: 12425.6 - 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 28600 btuh ,EFF(7.0)Ducts:Unc(S),Unc(R),I nt(AH),R6.0 12425.6 1.000 (1.069 x 1.169 x 0.93) 0.487 1.000 7034.7 10132.4 0.6274 6357.1 12425.6 1.00 1.162 0.487 1.000 7034.7 EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCPB v4.1 1 FORM 60OA-2004 EnergyGauge®4.1 WATER HEATING & CODE COMPLIANCE STATUS - Residential Whole Building Performance Method A - Details ADDRESS: , , , 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 3 2635.00 7905.0 50.0 0.90 3 1.00 2693.56 1.00 8080.7 As-Built Total: 8080.7 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 9005 6357 7905 23267 6793 7035 8081 21909 PASS �-,TFLE ST9T 14 � a G'0D wie EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCPB v4.1 FORM 60OA-2004 EnergyGauge®4.1 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , 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/s .ft.window area; .5 cfm/s .ft.door area. 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 top plate. 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-story Houses 606.1.ABC.1.2.5 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 or exceeded 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 breaker electric or cutoff as 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 ./ efficient of 78%. 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 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®/FlaRES'2004 FLRCPB v4.1 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.0 The higher the score,the more efficient the home. Stephen Mabry, , , , 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Multi-family _ a. Central Unit Cap:31.0 kBtu/hr - 3. Number of units,if multi-family 1 - SEER: 13.00 - ` 4. Number of Bedrooms 3 - b.N/A - 5. Is this a worst case? Yes - - 6. Conditioned floor area(ft2) 1489 ft2 - c. N/A - 7. Glass type]and area:(Label regd.by 13-104.4.5 if not default) - a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble,U=0.9) 40.0 ft2 - a. Electric Heat Pump Cap:28.6 kBtu/hr _ b. SHGC: HSPF:7.00 - (or Clear or Tint DEFAULT) 7b.(SHGC=0.66)229.0 ft2 - b.N/A _ 8. Floor types - a. Slab-On-Grade Edge Insulation R=0.0,84.0(p)ft - c. N/A - b.N/A - - ' a N/A - 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0, 1280.0 ft2 - EF:0.90 - b. Frame,Wood,Adjacent R=11.0,64.0 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=30.0,755.0 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:Interior Sup.R=6.0, 140.0 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 '{$E sT Construction through the above energy saving features which will be installed(or exceeded) V = 9T�0 in this home before final inspection. Otherwise,a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: y Address of New Home: City/FL Zip: CpD ws *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 qualify 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.ucfedu 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 on ages 2&4. >✓nergyGauge®(Version: FLRCP1B v4.1) Residential System Sizing Calculation Summary Stephen Mabry Project Title: Code Only Unit A(2 Story Duplex) Professional Version Climate: North 3/9/2006 Location for weather data: Jacksonville - Defaults: Latitude(30) Altitude(26 ft.) Temp Range(M) Humidity data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 53 r. Winter design temperature 32 F Summer design temperature 93 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 18 F Total heating load calculation 25513 Btuh Total cooling load calculation 27443 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Heat Pump) 112.1 28600 Sensible (SHR = 0.75) 116.4 23250 Heat Pump +Auxiliary(O.OkW) 112.1 28600 Latent 103.9 7750 Total Electric Heat Pum 113.0 31000 WINTER CALCULATIONS Winter Heating Load for 1489 sqft) Load component Load Window total 229 sqft 7571 Btuh Infll.(3o%) do—(30%) Wall total 1344 sqft 4845 Btuh ` Door total 41 sqft 690 Btuh Ceiling total 755 sqft 914 Btuh Floor total 84 sqft 3767 Btuh Infiltration 185 cfm 7727 Btuh Duct loss 0 Btuh Doors(3%) Ceilings(4%) Subtotal 25513 Btuh Ventilation 0 cfm 0 Btuh Floors(15%) WaNs(19%) TOTAL HEAT LOSS 25513 Btuh SUMMER CALCULATIONS Summer Cooling Load for 1489 s ft Load component Load Window total 229 sqft 10200 Btuh Wall total 1344 sqft 3400 Btuh Door total 41 sqft 527 Btuh LeW&g"53%) Ceiling total 755 sqft 1274 Btuh Floor total 0 Btuh Infiltration 185 cfm 3660 Btuh Wtndows(37%) Internal gain 920 Btuh Duct gain 0 Btuh Sens.Ventilation 0 cfm 0 Btuh Inill.(38%) Total sensible gain 19981 Btuh Latent gain(ducts) 0 Btuh Latent gain(infiltration) 6662 Btuh Latent gain(ventilation) 0 Btuh Ceilfngs(s%) Latent gain(internal/occupants/other) 800 Btuh Doors(2%) Waft(,2%) Total latent gain 7462 Btuh TOTAL HEAT GAIN 27443 Btuh n EnergyGauge®System izing PREPARED BY: For Florida residences only DATE:I* EnergyGauge® FLRCPB v4.1 System Sizing Calculations - Winter Residential Load - Whole House Component Details Stephen Mabry Project Title: Code Only ` Unit A(2 Story Duplex) Professional Version Climate: North Reference City: Jacksonville (Defaults) Winter Temperature Difference: 38.0 F 3/9/2006 This calculation is for Worst Case.The house has been rotated 315 degrees. Window Panes/SHGC/Frame/U Orientation Area s ft X HTM= Load 1 2, SHGC=0.66, Metal, 0.87 NW 30.0 33.1 992 Btuh 2 2, SHGC=0.66, Metal, 0.87 NW 40.0 33.1 1322 Btuh 3 2, SHGC=0.66, Metal, 0.87 SW 30.0 33.1 992 Btuh 4 2, SHGC=0.66, Metal, 0.87 SE 24.0 33.1 793 Btuh 5 2, SHGC=0.66, Metal, 0.87 SW 12.0 33.1 397 Btuh 6 2, SHGC=0.66, Metal, 0.87 NW 12.0 33.1 397 Btuh 7 2, SHGC=0.66, Metal, 0.87 NW 30.0 33.1 992 Btuh 8 2, SHGC=0.66, Metal, 0.87 SW 16.0 33.1 529 Btuh 9 2, SHGC=0.66, Metal, 0.87 SE 20.0 33.1 661 Btuh 10 2, SHGC=0.66, Metal, 0.87 SE 15.0 33.1 496 Btuh Window Total 229 s ft 7571 Btuh Walls Type R-Value Area X HTM= Load 1 Frame-Wood - Ext(0.09) 11.0 1280 3.6 4614 Btuh 2 Frame-Wood -Adj(0.09) 11.0 64 3.6 231 Btuh Wall Total 1344 4845 Btuh Doors Type Area X HTM= Load 1 Wood -Adjacent 20 20.5 419 Btuh 2 Insulated - Exterior 20 13.3 271 Btuh Door Total 41 69013tuh Ceilings Type/Color/Surface R-Value Area X HTM= Load 1 Vented Attic/D/Shin) 30.0 755 1.2 914 Btuh Ceilinq Total 755 91413tuh Floors Type R-Value Size X HTM= Load 1 Slab On Grade 0 84.0 ft(p) 44.8 3767 Btuh Floor Total 84 3767 Btuh Zone Envelope Subtotal: 17786 Btuh Infiltration Type ACH X Zone Volume CFM= Natural 0.00 5872 185.0 7727 Btuh Ductload Unsealed, R6.0, Supply(Attic), Return(Attic) (DLM of 0.00) 0 Btuh Zone#1 Sensible Zone Subtotal 25513 Btuh EnergyGauge® FLRCPB v4.1 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Stephen Mabry Project Title: Code Only Unit A(2 Story Duplex) Professional Version Climate: North Kq � Subtotal Sensible 25513 Btuh Ventilation Sensible 0 Btuh Total Btuh Loss 25513 Btuh Key:Window types(SHGC-Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types-metal,wood or insulated metal) (U-Window U-Factor or'DEF'for default) (HTM-ManualJ Heat Transfer Multiplier) Key:Floor size(perimeter(p)for slab-on-grade or area for all other floor types) For Florida residences only EnergyGauge® FLRCPB v4.1 Page 2 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Stephen Mabry Project Title: Code Only Unit A(2 Story Duplex) Professional Version Climate: North Reference City: Jacksonville (Defaults) Winter Temperature Difference: 38.0 F 3/9/2006 This calculation is for Worst Case.The house has been rotated 315 degrees. Window Panes/SHGC/Frame/U Orientation Area s ft X HTM= Load 1 2, SHGC=0.66, Metal, 0.87 NW 30.0 33.1 992 Btuh 2 2, SHGC=0.66, Metal, 0.87 NW 40.0 33.1 1322 Btuh 3 2, SHGC=0.66, Metal, 0.87 SW 30.0 33.1 992 Btuh 4 2, SHGC=0.66, Metal, 0.87 SE 24.0 33.1 793 Btuh 5 2, SHGC=0.66, Metal, 0.87 SW 12.0 33.1 397 Btuh Window Total 136 s ft 4496 Btuh Walls Type R-Value Area X HTM= Load 1 Frame-Wood - Ext(0.09) 11.0 1280 3.6 4614 Btuh 2 Frame-Wood -Adj(0.09) 11.0 64 3.6 231 Btuh Wall Total 1344 4845 Btuh Doors Type Area X HTM= Load 1 Wood -Adjacent 20 20.5 419 Btuh 2 Insulated - Exterior 20 13.3 271 Btuh Door Total 41 69013tuh Ceilings Type/Color/Surface R-Value Area X HTM= Load 1 Vented Attic/D/Shin) 30.0 755 1.2 914 Btuh Ceiling Total 755 91413tuh Floors Type R-Value Size X HTM= Load 1 Slab On Grade 0 84.0 ft(p) 44.8 3767 Btuh Floor Total 84 3767 Btuh Zone Envelope Subtotal: 14711 Btuh Infiltration Type ACH X Zone Volume CFM= Natural 0.00 5872 185.0 7727 Btuh Ductload Unsealed, R6.0, Supply(Attic), Return(Attic) (DLM of 0.00) 0 Btuh Zone#1 Sensible Zone Subtotal 22438 Btuh e. Window Panes/SHGC/Frame/U Orientation Area s ft X HTM= Load 2 2, SHGC=0.66, Metal, 0.87 NW 12.0 33.1 397 Btuh 3 2, SHGC=0.66, Metal, 0.87 NW 30.0 33.1 992 Btuh 4 2, SHGC=0.66, Metal, 0.87 SW 16.0 33.1 529 Btuh 5 2, SHGC=0.66, Metal, 0.87 SE 20.0 33.1 661 Btuh 6 2, SHGC=0.66, Metal, 0.87 SE 15.0 33.1 496 Btuh Window Total 93 s ft 3075 Btuh EnergyGauge® FLRCPB v4.1 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Stephen Mabry Project Title: Code Only Unit A(2 Story Duplex) Professional Version Climate: North 3/9/2006 Zone Envelope Subtotal: 3075 Btuh Infiltration Type ACH X Zone Volume CFM= Natural 0.00 6040 185.0 0 Btuh Ductload Unsealed, R6.0, Supply(Attic), Return(Attic) (DLM of 0.00) 0 Btuh Zone#2 Sensible Zone Subtotal 3075 Btuh Subtotal Sensible 25513 Btuh Ventilation Sensible 0 Btuh Total Btuh Loss 25513 Btuh Key:Window types(SHGC-Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types-metal,wood or insulated metal) (U-Window U-Factor or'DEF'for default) (HTM-ManualJ Heat Transfer Multiplier) Key:Floor size(perimeter(p)for slab-on-grade or area for all other floor types) For Florida residences only EnergyGauge® FLRCPB v4.1 Page 2 _ System Sizing Calculations - Summer Residential Load - Whole House Component Details Stephen Mabry Project Title: Code Only Unit A(2 Story Duplex) Professional Version Climate: North Reference City: Jacksonville (Defaults) Summer Temperature Difference: 18.0 F 3/9/2006 This calculation is for Worst Case.The house has been rotated 315 degrees. eta Type* Overhang Window Area(sqft) HTM Load Window Pn/SHGC/U/InSh/ExSh/IS Ornt Len H t Gross Shaded Unshaded Shaded Unshaded 1 2,SHGC=0.66,0.87, B-D, N,N NW Oft. Oft. 30.0 0.0 30.0 24 51 1532 Btuh 2 2,SHGC=0.66,0.87, B-D, N,N NW Oft. Oft. 40.0 0.0 40.0 24 51 2043 Btuh 3 2,SHGC=0.66,0.87, B-D,N,N SW Oft. Oft. 30.0 0.0 30.0 24 55 1648 Btuh 4 2,SHGC=0.66,0.87, B-D, N,N SE Oft. Oft. 24.0 0.0 24.0 24 55 1319 Btuh 5 2,SHGC=0.66,0.87,B-D, N,N SW 5ft. 8ft. 12.0 12.0 0.0 24 55 288 Btuh y 6 2,SHGC=0.66,0.87, B-D, N,N NW 1.33 2ft. 12.0 0.0 12.0 24 51 613 Btuh 7 2,SHGC=0.66,0.87, B-D, N,N NW 1.33 2ft. 30.0 0.0 30.0 24 51 1532 Btuh 8 2,SHGC=0.66,0.87, B-D,N,N SW 1.33 2ft. 16.0 16.0 0.0 24 55 384 Btuh 9 2,SHGC=0.66,0.87, B-D, N,N SE 1.33 2ft. 20.0 20.0 0.0 24 55 481 Btuh 10 2,SHGC=0.66,0.87,B-D, N,N SE 1.33 2ft. 15.0 15.0 0.0 24 55 360 Btuh Window Total 229 (sqft) 10200 Btuh Walls Type R-Value/U-Value Area(sqft) HTM Load 1 Frame-Wood-Ext 11.0/0.09 1280.0 2.6 3291 Btuh 2 Frame-Wood-Adj 11.0/0.09 64.0 1.7 109 Btuh Wall Total 1344 (sqft) 3400 Btuh Doors Type Area (sqft) HTM Load 1 Wood-Adjacent 20.4 15.7 319 Btuh 2 Insulated-Exterior 20.4 10.1 207 Btuh Door Total 41 (sqft) 527 Btuh Ceilings Type/Color/Surface R-Value Area(sqft) HTM Load 1 Vented Attic/DarkShingle 30.0 755.0 1.7 1274 Btuh Ceiling Total 755 (sqft) 1274 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 84(ft(p)) 0.0 0 Btuh Floor Total 84.0 (sqft) 0 Btuh Zone Envelope Subtotal: 15401 Btuh Infiltration Type ACH Volume(cuft) CFM= Load SensibleNatural 0.00 5872 185.0 3660 Btuh Internal Occupants Btuh/occupant Appliance Load gain 4 X 230 + 0 920 Btuh Duct load Unsealed, R6.0, Suppl (Attic), Return(Attic) DGM = 0.00 0.0 Btuh Sensible Zone Load 19981 Btuh EnergyGauge® FLRCPB v4.1 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Stephen Mabry Project Title: Code Only Unit A(2 Story Duplex) Professional Version Climate: North 3/9/2006 Sensible Envelope Load All Zones 19981 Btuh Sensible Duct Load 0 Btuh Total Sensible Zone Loads 19981 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 19981 Btuh 4 Totals for Cooling Latent infiltration gain (for 53 gr. humidity difference) 6662 Btuh Latent ventilation gain 0 Btuh Latent duct gain 0 Btuh Latent occupant gain (4 people @ 200 Btuh per person) 800 Btuh Latent other gain 0 Btuh Latent total gain 7462 Btuh TOTAL GAIN 27443 Btuh *Key: Window types(Pn-Number of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value or as clear or tint) (U-Window U-Factor or'DEF'for default) (InSh-Interior shading device: none(N), Blinds(B),Draperies(D)or Roller Shades(R)) (ExSh-Exterior shading device:none(N)or numerical value) 10 (BS-Insect screen: none(N),Full(F)or Half(H)) (Ornt-compass orientation) For Florida residences only EnergyGauge® FLRCPB v4.1 Page 2 _ System Sizing Calculations - Summer Residential Load - Room by Room Component Details Stephen Mabry Project Title: Code Only Unit A(2 Story Duplex) Professional Version Climate: North Reference City: Jacksonville (Defaults) Summer Temperature Difference: 18.0 F 3/9/2006 This calculation is for Worst Case.The house has been rotated 315 degrees. Type* Overhang Window Area(sqft) HTM Load Window Pn/SHGC/U/InSh/ExSh/IS Ornt Len H t Gross Shaded Unshaded Shaded Unshaded 1 2,SHGC=0.66,0.87, B-D, N,N NW Oft. Oft. 30.0 0.0 30.0 24 51 1532 Btuh _ 2 2, SHGC=0.66,0.87, B-D,N,N NW Oft. Oft. 40.0 0.0 40.0 24 51 2043 Btuh 3 2,SHGC=0.66,0.87, B-D, N,N SW Oft. Oft. 30.0 0.0 30.0 24 55 1648 Btuh 4 2,SHGC=0.66,0.87,B-D, N,N SE Oft. Oft. 24.0 0.0 24.0 24 55 1319 Btuh 5 2,SHGC=0.66,0.87, B-D, N,N SW 5ft. 8ft. 12.0 12.0 0.0 24 55 288 Btuh Window Total 1 136 (sqft) 6830 Btuh Walls Type R-Value/U-Value Area(sqft) HTM Load 1 Frame-Wood-Ext 11.0/0.09 1280.0 2.6 3291 Btuh 2 Frame-Wood-Adj 11.0/0.09 64.0 1.7 109 Btuh Wall Total 1344 (sqft) 3400 Btuh Doors Type Area (sqft) HTM Load 1 Wood-Adjacent 20.4 15.7 319 Btuh 2 Insulated-Exterior 20.4 10.1 207 Btuh Door Total 41 (sqft) 527 Btuh Ceilings Type/Color/Surface R-Value Area(sqft) HTM Load 1 Vented Attic/DarkShingle 30.0 755.0 1.7 1274 Btuh Ceiling Total 755 (sqft) 1274 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 84(ft(p)) 0.0 0 Btuh Floor Total 84.0 (sqft) 0 Btuh Zone Envelope Subtotal: 12031 Btuh Infiltration Type ACH Volume(cuft) CFM= Load SensibleNatural 0.00 5872 185.0 3660 Btuh Internal Occupants Btuh/occupant Appliance Load gain 2 X 230 + 0 460 Btuh Duct load Unsealed, R6.0, Suppl (Attic), Return(Attic) DGM = 0.00 0.0 Btuh Sensible Zone Load 16151 Btuh �u Type* Overhang Window Area(sqft) HTM Load Window Pn/SHGC/U/InSh/ExSh/IS Ornt Len H t Gross Shaded Unshaded Shaded Unshaded 1 2,SHGC=0.66,0.87, B-D,N,N NW 1.33 2ft. 12.0 0.0 12.0 24 51 613 Btuh 2 2,SHGC=0.66,0.87, B-D, N,N NW 1.33 2ft. 30.0 0.0 30.0 24 51 1532 Btuh 3 2,SHGC=0.66,0.87, B-D, N,N SW 1.33 2ft. 16.0 16.0 0.0 24 55 384 Btuh 4 2,SHGC=0.66,0.87,B-D, N,N SE 1.33 2ft. 20.0 20.0 0.0 24 55 481 Btuh 5 2,SHGC=0.66,0.87, B-D, N,N SE 1.33 2ft. 15.0 15.0 0.0 24 55 360 Btuh Window Total 93 (sqft) 3370 Btuh EnergyGauge® FLRCPB v4.1 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Stephen Mabry Project Title: Code Only Unit A(2 Story Duplex) Professional Version Climate: North 3/9/2006 Zone Envelope Subtotal: 3370 Btuh Infiltration Type ACH Volume(cuft) CFM= Load SensibleNatural 0.00 6040 185.0 0 Btuh Internal Occupants Btuh/occupant Appliance Load gain 2 X 230 + 0 460 Btuh Duct load Unsealed, R6.0, Supply(Attic), Return(Attic) DGM = 0.00 0.0 Btuh Sensible Zone Load 3830 Btuh EnergyGauge® FLRCPB v4.1 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Stephen Mabry Project Title: Code Only Unit A(2 Story Duplex) Professional Version Climate: North 3/9/2006 IN4 Sensible Envelope Load All Zones 19981 Btuh Sensible Duct Load 0 Btuh Total Sensible Zone Loads 19981 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 19981 Btuh Totals for Cooling Latent infiltration gain (for 53 gr. humidity difference) 6662 Btuh Latent ventilation gain 0 Btuh Latent duct gain 0 Btuh Latent occupant gain (4 people @ 200 Btuh per person) 800 Btuh Latent other gain 0 Btuh Latent total gain 7462 Btuh TOTAL GAIN 27443 Btuh 'Key: Window types(Pn-Number of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value or as clear or tint) Aak (U-Window U-Factor or'DEF'for default) (InSh-Interior shading device: none(N), Blinds(B),Draperies(D)or Roller Shades(R)) (ExSh-Exterior shading device:none(N)or numerical value) (BS-Insect screen: none(N), Full(F)or Half(H)) qu (Ornt-compass orientation) For Florida residences only EnergyGauge® FLRCPB v4.1 Page 3 Residential Window Diversity MidSummer Stephen Mabry Project Title: Code Only Unit A(2 Story Duplex) Professional Version Climate: North 3/9/2006 Summer design temperature 93 F Average window load for July 11649 Btu Summer setpoint 75 F Peak window load for July 18027 Btu Summer temperature difference 18 F Excusion limit(130% of Ave.) 15144 Btu Latitude 30 North Window excursion Jul 2883 Btuh WINDOW Average and Peak Loads 15000.00 imit for excursion 14000.00 13000.00 12000.00 12 Hour Average 11000.00 ti 2- 10000.00 9000.00 - 8000.00 . 000.00 8000.00 0 7000.00 6000.00 1 5000.00 4000.00 3000.00 2000.00 - 1000.00 0.00 8 a.m. 10 12 2 p.m. 4 p.m. 6 p.m. 8 p.m. a.m. Total July Window Load(Radiation and conduction) This application has glass areas that produce large heat gains for part of the day. Variable air volume devices are required to overcome spikes in solar gain for one or more rooms. Install a zoned system or provide zone control for problem rooms. Single speed equipment may not be suitable for the application. EnergyGauge®System Sizing for Florida residences only PREPARED BY: DATE: 10 EnergyGauge® FLRCPB v4.1 Equipment Summary Slicet Address/Lot#: Uta 1 A Builder: Equipment Brand: Air Handler: � ' GULIt-tC� Condenser: Cooling Capacity(Btu's): Gc"O Heating Capacity(Btu's): Sensible cooling(Btu's): 22—- � Latent Cooling(Btu's): lU Seer: Lennox Industries, Inc 1.51 113HPD18 CB26UH-024 ECB29-5 18,500 16,800 13 7.7 CB26UH-018 ECB29-5 18,600 16,700 13 7.7 CB30M-21/26 ECB29-5 18,600 17,400 13 7.7 CB30U-21/26 ECB29-5 18,600 16,700 131 7.7 21 113FfPD24 CB30M-21/26 ECB29-5 24,200 22,000 13 7.7 CB30U-21/26 ECB29-5 24,200 22,000 13 7.7 CB26UH-024 ECB29-5 24,600 22,000 13 7.7 CB30M-31 ECB29-5 25,600 22,000 13 7.7 CB30U-31 ECB29-5 25,600 22,000 131 7.7 CB30U-31 ECB29-5 30,600 28,600 13 7.7 CB - - 30 800 28,600 31MV41 ECB29-5 3 , 13.51 7.7 31 113RPD36 CB30M-41 ECB29-5 34,400 33,600 13 7.7 CB30U-41/46 ECB29-5 34,400 33,600 13 7.7 CB30M-46 ECB29-5 34,600 33,600 13 7.7 CB31MV-41 ECB29-5 34,800 33,400 13 7.7 CB26UH-036 ECB29-5 35,200 33,800 131 7.7 3.51 113HPD42 CB30M-46 ECB29-10 39,000 37,200 13 7.7 CB30U-41/46 ECB29-10 39,000 37,400 13 7.7 CB31MV-51 ECB29-10 39,500 36,800 13.5 7.7 CB26UH-042 ECB29-10 41,500 41,000 13 8.5 41 113HPD48 CB30M-51 ECB29-10 49,500 47,5001 131 7.7 CB31MV-51 ECB29-10 50,000 47,000 13.51 7.7 CB26UH-048 ECB29-10 50,500 47,5001 131 7.7 51 113HPD60 CB31MV-51 ECB29-10 56,500 55,000 13 7.7 CB26UH-060 ECB29-10 57,000 55,000 13 7.7 CB30M-65 ECB29-10 57,000 55,500 13 7.7 CB30U-65 ECB29-10 57,500 55,000 13 7.7 CB31MV-65 ECB29-10 57,500 55,000 13.5 7.7 Florida Building Co i �/ s Page 1 of 3 COPY � �Ssd"'�3 i E��� 8 ��, tp fi,� r ,x}"' r "�", �+Y-4i d,� ;.n', .� �� +rw,.�-,�q,. new .+`".•,� ra a hl `; SCIS Home Log In j Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff B. Product Approval « yV USER: Public User t 1G; t + 'A' Product Approval Menu > Product or Application Search > ApplicationUst > Application Detail r OARM - , FL # FL5768 Application Type New U� { Code Version 2004 Application Status Approved MT Comments Archived Product Manufacturer Energy Saving Products of Florida Address/Phone/Email 4000 N.W. 110th Drive Jasper, FL 32052 (386) 792-1121 ssc@espfl Authorized Signature Sandy Cuyler ssc@espfl Technical Representative PTC Engineering, inc Address/Phone/Email 2361 SE Seafury Lane Port Saint Lucie, FL 34952 (772) 398-4639 jimmoore@ptc-corp.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. httD://www.floridabuildinQ.ory/nr/Dr ann dtl.asnx?naram=wGEVXOwtDavmWr3KD37.X___ 101411000, Florida Building Code Online Page 1 of 2 .. �e a'" '�tn ^v"' Pkt4",'�'��"' v.�.�4.���" Ysi4��q+��`er� ':%i�i r ��'�+�+3 F��4.��T t ��M'�_ki�.���£C� ��v J • ti �.,'p �,;% �; r� +,;`;.. t BCIS Home Log In Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff B c a � y Product Approval { ] USER: Public User A K� Product Approval Menu > Product or Application Search > Application List �rIt Search Criteria RE " Code Version 2004 FL# ALL b Application Type ALL Product Manufacturer Energy Saving Product • � Category ALL Subcategory ALL �,�, a 0 Application Status ALL Compliance Method ALL vg Re Results - Application FL# Type Manufacturer Validated B) F_L5768 New Energy Saving Products of Florida Category: Windows ung FL5769_ New Energy Saving Products of Florida Category: Windows Subcategory: Fixed FL5770 New Energy Saving Products of Florida Category: Exterior Doors Subcategory: Sliding Exterior Door Assemblies FL7319 New Energy Saving Products of Florida Category: Windows Subcategory: Fixed FL7322 New Energy Saving Products of Florida Category: Windows i Subcategory: Single Hung DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850)487-1824, Suncom 277-1824, Fax(850)414-8436 © 2000-2005 The State of Florida. All rights reserved. Copyright and Discl, Product Approval Accepts: soeChcck h"://www.floridabuildin2.orp-/-or/i)r aup lst.asm �ni4i�nnti Knight Electric LLC o Electric Riser Diagram ; �- Job* etil J81/ Pv"/ 1,,�i a LAJ J 3 LAW 200 AMP MLO Panel Board 40 Circuits 120Q40V m 0 200 AMR Neme 0R Disc. 120J240V 200 AMR Single Phase Meter 120J240V 0 N A J LD m A W 21 J2 Conduit 0 4AD ' '( r� 21 J2 Conduit 0-410 XHHVJ.AL, 144 Jax 8eeh XHHVV.AL XHH .AL Utilities 2 Conduit, 0-00 #4 5J8 Rebar Grounding XHHVV.AL Conductor N F1 E COPY Atm 'S 46X) East 2- upo-/) oast Lx 4r-b - HEAT&AIR 4 bg) tr -7 - M boLI 1 S vwz b U�� � ® v A6 ilk- 1682-A Penman Road • Jacksonville Beach, Florida 32250 (904) 247-0033 • (904) 247-4660 fax State Certified A/C Contractor CACO58033 www.eastcoastair.net East oast HEAT&AIR �7 uz L G"E, c,,61A'A-S 1682-A Penman Road • Jacksonville Beach, Florida 32250 (904) 247-0033 • (904) 247-4660 fax State Certified A/C Contractor CACO58033 www.eastcoastair.net I LATERAL LOADS COMPONENTS AND CLADDING: DESIGN CODE: THE 2004 FLORIDA BUILDING RESIDENTAL CODE & ASCE 7-02 BASIC WIND SPEED - - - ---------- -- --- 120 MPH IMPORTANCE FACTOR --—— —————————— — — -- 1.00 MEAN ROOF HEIGHT —————————————— -- — 24.0 FT ROOF PITCH - - - - --- - ----------- - - 6/12 BUILDING CATEGORY --— —— ————— ————— — — fl EXPOSURE CATEGORY - -- ---------- - - C a ENCLOSURE CLASSIFICATION -————————— ——- PART. ENCLOSED INTERNAL PRESSURE COEFFICIENT -——————— —- f .55 COMPONENTS & CLADDING DESIGN PRESSURES (PSF) TRIBUTARY INTERIOR EDGE STRIP: AREA (sf) ZONE 'a' = 5-0" 10 +49.3 -52.4 +49.3 -62.0 50 +45.4 -48.5 +45.4 -54.1 100 +43.7 -46.8 +43.7 -50.7 1. THESE PRESSURES REPRESENT THE NET PRESSURE (SUM OF EXTERNAL & INTERNAL 2. PRESSURES) APPLIED NORMAL TO WALL SURFACES. 3. LINEAR INTERPOLATION BETWEEN VALUES OF TRIBUTARY AREA IS PERMISSIBLE. 4. PLUS AND MINUS SIGNS SIGNIFY PRESSURE ACTING TOWARD & AWAY FROM THE APPROVED 5. EXTERIOR WALL SURFACE. CITY Q ATLANTIC BEACH ALL COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH BU LDING OFFICE 6. POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. COMPONENT & CLADDING ELEMENTS WITHIN A DISTANCE 'a' FROM OUTSIDE nn CORNERS OF THE BUILDING SHALL BE DESIGNED FOR THE EDGE STRIP PRESSURES. OTHERWISE, USE INTERIOR ZONE PRESSURES. DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. By: FILE COPY PROJECT MABRY DUPLEX Lou Pontigo & Associates, Inc. BUILDER Consulting Structural Engineers STEVE MABRY INC, 496 Osceola Avenue JOB NO. SHT. NO. Jacksonville Beach,Florida 32250 Ph.242-0908 Fax.241-9557 CA#t 8344V\ -- DATE 1 16. 06 j! �\j'J- `Ss� CITY OF ATLANTIC BEACH J 800 SEXIINOLE ROAD t� ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5526 Application Number . . . . . 06-00034274 Date 11/17/06 Property Address . . . . . . 78 W DUTTON ISLAND RD Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ----------------------------------------------------------------- Application desc NEW SERVICE 200 AMPS --------------------------------------------------------------------- Owner Contractor --------------------- --- ------------------------ KNIGHT ELECTRIC LLC 13997 BEACH BLVD JACKSONVILLE FL 32224 (904) 247-9884 -------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 5/16/07 ------------------------------------------------------------------- --------- Fee summary Charged Paid Credited Due - ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 00 Grand Total 105 . 00 105 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE, FLORIDA BUILDING CODES. City ofAt&g&Beach Pem*hnformadon To: JEA Electric Order Fulfillment, (Fax No.: 665-7372) Attention: Carol Schweizer/Lorie Craven,21 West Church St T-4 (665-6521) Subject: City of Atlantic Beach Permit# `f a 74 Date: //. /7• d(� Service Address: 7S 10 be Pb/7 -n d Owner: Owner Phone: Electrician: i h r Electrician Phone: 7 Type of Work: New Service [ ] M-Home Subfeed [ Increase Service [ ] Heat & AC [__] Repair Service [] Other •[_j Rewire Li Other Description: Temp Pole [- Service Type: [--\Abverhead (Repair/Replace) [_,Underground(New Services) Building Use: [Residential "Church "Environmental "M-Home []Commercial "Other Other Use Description: Service Size: New Service: Amps: o a Volts: 6 Phase: Existing Service:Amps: Volts: Phase: E-mail:eravliajeaxom or seliwclrl eajea.com or resom@bjea.com t L:4.1 y Y r:•. CITY OF ATLANTIC BEACH _ ELECTRICAL PERMIT APPLICATION Un y Properly Addrres s: ! C) bLC T6VI TSTQL _Df LL.f Owner. �A u Tekphooe ilf: Contra der._ .Y1�' CL .t�'c-` r1�, Telephone#: -I clsf-q Contractor Addreas: �1.7 {'tel 11 V Fax* Ceatra"or S1li�cftft*g'Aft of porimit Swab fix tare: aeeon wft doing ffie dess�ibed is rhe above sletdm ,we 1►aeby agree to pat6ottu said wbsk in osdmaooe sad standards a f� ���Wl ieh ane a pact baoot and in axordsmoe with the City of Atlantic Beech Huimft Tytte: a Trailer Servies: If 09W wnwojwo, is New o Old b Commercial Rmidenee o Temp. 4119 New bebgeose'"this bail*m SiSnB D buzease Or site,list the building O Re-wire O Addition Sq.Ft O Rqx* S7 Conductor Sime: AMPS: = COPPER ALUMINUM SWUcha or Breaker AMPS 2-6`'l.` PH W VOLT 2q", WAY L><istiu�Service Slee AMPS PH W VOLT WCL Meter Number Feeders NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEW Recc tachm CONCEALED OPEN 91 An A Switches Incandescent Fluorescent M.V. Fixed 0.100 AMPS OVER BELL A fiances ?RANSFF.tt. AirH.P.ItATiNtG H.P.RA?ING CEILING KW-HEAT Conditionin COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH I NO. OVER I H.P. PHS UNDER y Transformers NO. KVA NO. KVA No.Neoa_Transf. Ea. Sign Miscellaneous 809 Seminole Road.Adntdic Bracy,Florida 32233-5445 Phom:(904)247 51199. Fax. (994)247-5845• btto:1/WwwxLathsntic-bes_ch flus Revised 1104 g 'd Eb86 L*bZ b06 DIJ40013 '4y9iUA e96 : 11 90 91 AON